nanded waghala city municipal corporation, nanded

IL&FS TRANSPORTATION NETWORKS LIMITED

Volume-IIDesign Report

August 2006

CONSULTING ENGINEERING SERVICES (I) PRIVATE LIMITED NEW DELHI MUMBAI KOLKATA

Detailed Project Report for Detailed Project Report for Nanded City Roads under JNNURMNanded City Roads under JNNURM

NANDED WAGHALA CITY MUNICIPAL CORPORATION, NANDED

Project: DPR for Nanded City Roads under JNNURM Sheet i of vi Contents August 2006

VOLUME - II DESIGN REPORT

CONTENTS

Chap-ter No.

Section Title Page No.

1.

Introduction 1 – 2

1.1 Road Network in Nanded City 1 1.2 Existing Road Condition 1 1.3 Objective 1 1.4 Report Structure 1 2. Design Standards

1-17

2.1 General 1 2.2 Design Codes & Standards for Urban/Rural

Roads 1

2.3 Geometric Design Standards 1 2.4 Pavement Design Procedure & Methodology 2 2.4.1 Design Theory 3 2.4.2 Function of Base Course and Subgrade 3 2.4.3 Design Period 4 2.4.4 Design Traffic 5 2.4.5 Subgrade Properties and Strength 5 2.4.6 Drainage of Subgrade 6 2.5 Design Methods 6 2.5.1 Flexible Pavement Design 6 2.5.2 Rigid Pavement 9 2.6 Overlay Design on Rigid Pavement 10 2.7 Overlay Design on Existing Bituminous

Pavement 11

2.8 Design Standards for Structures 13 2.9 Design Loads 14 2.10 Durability Aspects for Structures 16 2.11 Lighting 17 2.12 Landscaping 17

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Project: DPR for Nanded City Roads under JNNURM Sheet ii of vi Contents August 2006

Chap-ter No.


3. Design 1-30 3.1 Design 1 3.1.1 Geometric Design 1 3.1.2 Horizontal Alignment 5 3.1.3 Vertical Alignment 5 3.2 Design Data 5 3.2.1 Design CBR 6 3.2.2 Design Traffic &Growth Factor 9 3.2.3 Distribution Factor 10 3.2.4 Vehicle Damage Factor 12 3.2.5 Characteristic Deflection 13 3.2.6 Design Life 13 3.3 Choice of Pavement 13 3.4 Design of Flexible Pavement 13 3.5 Design of Rigid Pavement 15 3.5.1 Provision of Dowel Bar & Tie Bar 16 3.6 Design and Strengthening Overlays over the

Existing Concrete Pavement Surface 17

3.7 Design of Strengthening Overlays over the Existing Bituminous Pavement Surface

17

3.8 Design of Paver Blocks 18 3.8.1 Paver Blocks for Carriageway 19 3.8.2 Paver Blocks for Footpath 19 3.9 Junctions Improvement 20 3.10 Parking 20 3.11 Bus Bays/Bus Stops 20 3.12 Embankment Design 20 3.12.1 Slope Stability Analysis of Embankment 20 3.12.2 Basis of Design Parameters 21 3.12.3 Ground Improvement Scheme for

Reinforced Earth (RE) Wall Portion 24

3.13 Structural Design Elements 24 3.14 Structural Design Philosophy 25 3.14.1 Prestressed Concrete Structures 25 3.14.2 Reinforced Concrete 26 3.14.3 Crack Control 26 3.14.4 Bearings 26 3.14.5 Piers 26 3.14.6 Abutments 26

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Project: DPR for Nanded City Roads under JNNURM Sheet iii of vi Contents August 2006

Chap-ter No.


3.14.7 Foundations for ROBs 26 3.14.8 Foundations for the River Over Bridges 27 3.14.9 Reinforced Earth Retaining Walls 27 3.15 Cross Drainage Works 28 3.16 Design of Lighting 29 3.16.1 Illumination 29 3.16.2 Power Distribution 29 3.16.3 Arrangement of Poles 30 3.17 Landscaping Design 30 3.18 Summary 30 4. Life Cycle Cost Analysis 1-7 4.1 Introduction 1 4.1.1 Initial Construction Costs 1 4.1.2 Maintenance Costs 1 4.2 Life Cycle Cost Analysis 1 4.2.1 Design Parameters 2 4.2.2 Other Comparison Parameters 3 4.3 Cost Estimate 4 4.3.1 Flexible Pavement 4 4.3.2 Rigid Pavement 5 4.4 Construction and Maintenance – Investment

Options 6

4.4.1 Flexible Pavements 6 4.4.2 Rigid Pavements 6 4.5 Economic Analysis 7 4.6 Conclusions 7 5. Drainage Design 1-3 5.1 General 1 5.2 Data Collection 1 5.3 Design Basis 1 5.3.1 Surface Runoff Generated due to the rainfall 1 5.3.2 Water Spilled from Fire Fighting 2 5.3.3 Ground water which gets percolated 2 5.3.4 Sizing of the Drain Section 2

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Project: DPR for Nanded City Roads under JNNURM Sheet iv of vi Contents August 2006

Chap-ter No.


6. Traffic Management & Pedestrian Safety

Measures 1-5

6.1 General 1 6.2 Traffic Control Devices 1 6.2.1 Traffic Signs 1 6.2.2 Road Markings 2 6.2.3 Traffic Signals 3 6.2.4 Signalization of Major Intersection 3 6.3 Pedestrian Facility & safety Measures 4 6.3.1 Footpath 5 6.3.2 At Grade Crossing 5 6.3.3 Grade Separated Crossing 5

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Project: DPR for Nanded City Roads under JNNURM Sheet v of vi Contents August 2006

LIST OF TABLES Table No. Title Page No.

2.1 Geometric Design Standards 2 3.1 Proposed Lane Configuration 1 3.2 Comparative Field & laboratory CBR Values 6 3.3 Initial Commercial Traffic & Distribution

Factors 10

3.4 Vehicle Damage Factor 12 3.5 Road Classification as per Traffic & CBR 14 3.6 Pavement Composition for different msa 14 3.7 Recommended pavement Composition 15 3.8 Design Parameter for Rigid Pavement 16 3.9 Overlay thickness on flexible pavement 18

3.10 Pavement Crust under Paver Block 19 3.11 Computation of FS of Friction arc 1 by

Swedish Circle method. 21

3.12 Computation of FS of Friction arc 2 by Swedish Circle method.

22

3.13 List of CD structures 28 3.14 List of Roads proposed for Landscaping 30 4.1 Composition of Flexible Pavement 2 4.2 Composition of Flexible Overlay 2 4.3 Composition of Rigid Pavement 3 4.4 Initial Cost Estimate for Flexible Pavement

(New) 4

4.5 Cost Estimate for Flexible Pavement Strengthening overlay (10th & 20th Year)

5

4.6 Cost estimate for Flexible Pavement renewal (Functional) overlays

5

4.7 Cost Estimate of Rigid Pavement 5 4.8 Cost Estimate for Joints seals 6 4.9 Cost Estimate Concrete Spalling & surface

Textures 6

6.1 Junction Traffic Volume in Base Year 4

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Project: DPR for Nanded City Roads under JNNURM Sheet vi of vi Contents August 2006

LIST OF FIGURES

Figure No. Title Page 2.1 Pavement Deflection results in Tensile and

Compressive stresses in pavement structures 4

2.2 Flow Chart of Flexible Pavement Design for New Carriageway

9

2.3 Flow Chart of Overlay Design for Existing Carriageway

12

3.1-3.40 Typical Cross Sections for Project Roads 4 3.41 Slope Stability Analysis For Road No.10 23 3.42 Ground Improvement Scheme Under Ramp

Portion 24

LIST OF ANNEXURES

Annexure No. Title Sheets

3.1 Details of Horizontal curves 8 3.2 Details of Vertical Curves 10 3.3 Traffic Survey Data & Traffic Growth Factor 3.4 Analysis of Axle Load Survey 23 3.5 Analysis of Benkelman Beam Deflection 8 3.6 Traffic Calculation in msa 5 3.7 Design Calculation of Flexible Pavement 3 3.8 Design Calculation of Rigid Pavement 6 3.9 Design Of Street Lighting 2

3.10 Improvement Proposals for Roads in Nanded City

4

4.1 Life Cycle Cost Analysis 4 5.1 Typical Details of Storm Water Drain 1

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Project: DPR for Nanded City Roads under JNNURM Sheet 1 of 2 Chapter1-Introduction August 2006

CHAPTER 1 INTRODUCTION

1.1 Road Network in Nanded City

The total road length in Nanded city is about 415 km, majority of them laid out in North Nanded. The sprawl of the city is limited the core city area in North Nanded, between the Godavari River and the Railway Line, and is naturally growing north-ward across the railway line due to availability of a road network and presence of the railway station and proposed airport in the North. Nanded is connected to all the important destinations of India viz: Mumbai, Delhi, Amritsar, Hyderabad, Bangalore and Nagpur through well-laid road. The important State Highways and National Highways passing through Nanded including, SH-44, MSH-2, MDR-23, MDR-71 and NH-222.

1.2 Existing Road Condition

Cement Concrete and Bituminous surface roads connect important junctions and religious places in Nanded city. Detailed Pavement condition survey has been carried out for all roads and have been documented under ”Road Condition Survey & Inventory” (Report submitted separately). The condition of Cement Concrete road varies from fair to very poor and that of bituminous surface from good to poor.

1.3 Objective This Design Report comprises of scientific and economical combination of pavement layers, with respect to thickness and type of materials with reference to soil characteristics to support cumulative traffic to be carried during the design life.

1.4 Report Structure

The present report is organized in five Chapters.

In Chapter 1, Road Network, Existing Road condition and Objective are included.

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Project: DPR for Nanded City Roads under JNNURM Sheet 2 of 2 Chapter1-Introduction August 2006

In Chapter 2, Information on Design Codes, Geometric Design Standards, Pavement Design Procedure & Methodology, Standards for Structure, lighting and landscaping are highlighted. In Chapter 3, Geometric & Pavement Design, Design Criteria of structures, Design of High Embankment Design of lighting and landscaping, are discussed. In Chapter 4, Life Cycle Cost Analysis is included In Chapter 5, Drainage Designs are discussed. In Chapter 6, Traffic Management and Pedestrian Safety are highlighted.

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Project: DPR for Nanded City Roads under JNNURM Sheet 1 of 17 Chapter2-Design Standards August 2006

CHAPTER 2 DESIGN STANDARDS

2.1 General

The design of urban roads is dictated by the land availability especially width and connectivity, besides (DP Width), requirements of traffic and economic considerations. It involves geometric standards and type of pavement required. Geometric standards involve parameters such as alignment, horizontal & vertical profile, lateral clearances and requirement of junctions etc. The design of ROBs and Bridges is dictated by the land availability, requirements of traffic and economic considerations. The design philosophy and standards for such structures are also included in this chapter.

2.2 Design Codes & Standards for Urban/Rural Roads The Geometric cross section and layout of roads is based on following Indian Codes and Standards supplemented by the International Codes and Standards wherever the former is silent and the design standards developed for the project.

IRC – 2-1968 Route Marker Signs for National Highways (First Revision) IRC-32-1969 Standard for Vertical and horizontal Clearances of Overhead

Electric Power and telecommunication Lines as Related to Roads

IRC-38 – 1988 Guidelines for Design of Horizontal Curves for Highways and Design Tables

IRC-5 4– 1974 Lateral and vertical clearances at Underpasses for Vehicular Traffic.

IRC-58 – 2002 Design Of Rigid Pavements IRC – 73-1980 Geometric Design Standards for Rural ( Non-Urban)

Highways IRC– 86 – 1983 Geometric Design Standards for Urban Roads in Plains IRC- 92-1985 Guidelines for the Design of Interchanges in Urban Areas IRC:SP:19-1977 Manual for Survey, Investigation and Preparation of Road

Projects IRC:SP:23-1983 Guidelines for Vertical Curves for Highways IRC : SP-41-1994 Guidelines for the Design of At-Grade Intersections in Rural &

Urban Areas

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2.3 Geometric Design Standards

The safety of motorists, pedestrians and bicyclists, efficiency, economy and comfort of vehicle operation are governed by the adequacy of geometric standards. Based on IRC Codes following standards have been recommended.

Table 2.1 – Geometric Design Standards Item Parameter Proposed 1 Roadway Classification Sub-Arterial 2 Design Speed (kph) 60 3 Carriageway No. of Lanes - Road 4-6Lane Lane Width (m) 3.50 Minimum Median Width (m)

Minimum Median Width (m) (4 lane) 0.60 1.20

Footpath Width (m) 1.20-1.50 4 Minimum Stopping Sight Distance (m) 80

5 Gradient Maximum (%) 5.0 Minimum (%) 0.3 6 Vertical Control Minimum ‘K’ Sag (m) 20 Minimum ‘K’ Crest (m) 20 7 Horizontal Control – Minimum Radius (m) 100 8 Maximum Super elevation (%) 3

Notes: Minimum intersection turning radius shall be 13 metres. Super elevation shall be at the rate of 1:100.

2.4 Pavement Design Procedure & Methodology Pavement design is the process of developing the most economical combination of pavement layers, with respect to thickness and type of material, to protect the soil foundation from the cumulative traffic to be carried during the design life.

Although economics will always be a major factor in the choice between rigid and flexible pavements, and between different pavement materials and designs, other factors such as characteristic behaviour of soil beneath and routine and periodical maintenance of road surface also influence the final design chosen. For example:

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o behaviour of soil

o maintenance practice followed

o the expertise of the construction organisation

o presence of public utility services, and

o drainage conditions.

2.4.1 Design Theory

The design method is based on elastic response of the pavement to traffic stresses (i.e. each of the materials in the pavement structure behaves in an elastic manner). The materials in the pavement are characterised by parameters whose values are determined from field and laboratory testing. The method assumes that failure will not occur as a result of permanent deformation of granular or bound materials (and this assumption will be valid as long as good construction procedures are followed, and the pavement is not subjected to very high wheel loads such as can be caused by a very heavily overloaded vehicle). The method also assumes that loss of pavement serviceability can occur due to:

• fatigue of bitumen bound or cemented layers due to repetitions of tensile strains at the bottom of such layers; and/or

• permanent deformation of the subgrade due to repeated vertical compressive strains induced in the subgrade.

The critical locations for pavement failure are therefore the bottom of bitumen bound or cemented layers (where tensile strains occur) and the top of the subgrade (where compressive strains occur).

2.4.2 Function of Base Course and Subgrade

The base course and subgrade are structural elements of the pavement. In conjunction with the overlying asphalt surface, their purpose is to distribute traffic wheel loads over the whole foundation. To perform this function, we build the base course and subgrade with the necessary internal strength properties.

Asphalt pavement layers have both tensile and compressive strength to resist internal stresses. For example, Fig 2.1 shows how wheel load (W) slightly deflects the pavement structure, causing both tensile and compressive stresses within the pavement.

Determining Required Pavement Thickness

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A significant advance in highway engineering is the realization and demonstration that structural design of

Fig 2.1.-Pavement deflection results in tensile and compressive stresses in pavement structure.

There is no standard thickness for a pavement. Required total thickness is determined by engineering design procedure. Factors considered in the procedure are as follows:

1. Traffic to be served initially and over the design service life of the pavement

2. Strength and other pertinent properties of the prepared subgrade

3. Strength and other influencing characteristics of the materials available or chosen for the layers (or courses) in the total asphalt pavement structure

4. Special factors such free swelling property of existing soil

2.4.3 Design Period

The design period for a pavement depends on the type of road, its location, and the intended usage during and after the design period. Generally the more heavily trafficked the road the more difficult it becomes to perform maintenance or reconstruction.

Design period as per IRC-37 is 15 years for National and State Highways and 20 years for Expressways and Urban roads.

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2.4.4 Design Traffic The design traffic is expressed in terms of the equivalent number of standard axles (ESA) predicted during the design period. Design traffic is dependent mainly on commercial vehicles with car traffic playing only a very minor role in pavement life.

2.4.5 Subgrade Properties and Strength

Several methods for evaluating or estimating the strength and supporting power of a subgrade are in use today, including the following:

• Loading tests in the field on the subgrade itself. For example, the plate bearing test uses large, circular plates, loaded to produce critical amounts of deformation on the subgrade in place.

• Loading tests in a laboratory using representative samples of the subgrade soil. A test commonly used by the Seabees is the California bearing ratio (CBR) test, which is sometimes used on the subgrade in place in the field.

• Evaluations, based on classification of soil by identifying and testing the constituent particles of the soil.

As the pavement design method is based on layered elastic theory it is beneficial to use an elastic modulus for each pavement material and the subgrade. However pavement materials and natural soils do not behave in a perfectly elastic manner and the determination of elastic moduli is difficult. For these reasons the subgrade strength is not specified in terms of elastic modulus but in terms of the more readily determined CBR value. As CBR is dependent on the nature of the soil, its density, and its moisture content, it is important that the determination of CBR is made at conditions under which the material is likely to perform in service. In the present case CBR values are obtained by laboratory tests as well as field tests (DCPT).

2.4.5.1 Special Treatment

Where there are CH or CI soils, a soil swell test may be carried out in areas showing 20 to 40% swell upon wetting, the pavement design will include sub-grade modification with fly ash, lime or other treatment. Soils with swell potential of greater than 40% have been proposed for removal and replaced with non-expansive material. Replacement of existing material with moisture conditioning at 0 to 3% of optimum will only be allowed with the sub-grade will pass a proof roll test.

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In the present case, to avoid the effect of up-heaving due to free swelling property of soil, separation layer of 250 mm in new construction and 200 mm in existing road strengthening has been proposed.

2.4.6 Drainage of Subgrade

Pavement and subgrade moisture conditions exert a major influence on the performance of roads. In pavement design it is important to be able to recognise ways by which moisture may enter the pavement or subgrade and to determine measures needed to control moisture movement.

Moisture changes usually result from one or more of the following effects:

o seepage from higher ground near the road pavement;

o fluctuations in water table level;

o infiltration of water through the surface of the road pavement and shoulders; and

o transfer of moisture in liquid or vapour states.

In the present case, drainage layer (GSB-II) of 200 mm thick has been proposed for effective drainage.

2.5. Design Methods

The choice of materials of pavement depends upon the traffic and drainage system in the area besides, life-cycle cost, funds availability. A variety of pavement design methods are available for all types of pavements. Here design of flexible and rigid pavements and two types of pavement design method have been considered.

• empirical methods (e.g. based on the California Bearing Ratio strength test for soils) and

• theoretical methods.

2.5.1 Flexible Pavement Design

There are two major approaches to flexible pavement design:

• empirical methods, and

• theoretical methods.

Empirical methods are based mainly on evidence gained from observation of existing roads e.g. observing what works and what doesn't. The California Bearing Ratio Method

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of pavement design, for example, uses a series of relationships between subgrade strength (CBR) and pavement thickness derived by examining a large number of pavements that have been built in the past. However the method has limitations when existing relationships have to be used in environments with different materials, environmental conditions or traffic loadings to those for which the relationships were developed.

In the present case laboratory, CBR values have been found to be at large variance, from those of field CBR calculated with DCP Test. To avoid future problems, DCPT CBR results have been adopted to calculate the crust thickness.

Theoretical methods attempt to combine structural theory (usually theory of elastic behaviour) with a knowledge of the behaviour of road materials and foundation soils under repeated loading, to develop a pavement thickness by analysis. The theoretical approach uses laboratory and field testing to determine material properties which are then used in the analysis process. The theoretical approach has limitations in the material behaviour theories which must be used (e.g. analysis of any system other than a multi-layered elastic structure is very difficult, and yet a multi-layered elastic system does not mirror the real world), and the testing available to determine material properties (e.g. for accurate analysis an elastic modulus established under dynamic repeat loading with variable load amplitudes is required, but such testing is extremely expensive). The CBR Method of Pavement Design for multi layer pavements of granular material is recommended by IRC 37-2001 “Guidelines for the Design of Flexible Pavements” and the same has been used. Procedure for the same is given below: Step 1: To find out initial traffic of commercial vehicles per day by conduction traffic volume count Step 2: To determine traffic growth factor by studying the past trends of traffic growth Step 3: Design life of Pavement Step 4: To find out Vehicle Damage Factor to convert the number of commercial vehicles of different axle loads and axle configuration to the number of standard ale load repetition. It may be obtained by conducting axle load survey. Step 5 : To find out distribution factor of traffic over the carriageway

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Step 6: To determine design traffic in cumulative number of standard axles (msa) by following formula. N = 365 x [(1+r)^n – 1)] x A x D x F / r

Where, N is the cumulative number of standard axles to be catered for in the design in

terms of msa. A is the initial traffic in the year of completion of construction in terms of number of

commercial vehicles per day. D is the lane distribution factor. F is the vehicle damage factor. n is the design life in years. r is the annual growth rate of commercial vehicles (for 3.5%, r = 0.035) Step 7 : To determine total pavement thickness and crust composition by charts/graphs with respect to CBR and cumulative number of standard axles. Fig. 2.2 shows the flowchart of design procedure for the same

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Fig 2.2 Flow Chart of Flexible Pavement Design for New Carriageway (IRC 37-2001)

Soil Investigation

Survey & Investigation

Traffic Survey

Axle Load Survey

California Bearing Ratio (CBR)

Initial Traffic & Traffic Growth Rates

Vehicle Damage Factor (VDF)

Design Life

INPUT

Calculation of Design Traffic in Cumulative number of Standard Axle Load

Pavement Design Charts – IRC 37-2001

Determination of Thickness for Pavement & Individual Layer

Finalization of Material as per MoRTH Specification

2.5.2 Rigid Pavement

IRC 58-2002 “Guidelines for the Design of Plain Jointed Rigid Pavements for Highways” is used for design of rigid pavement of new carriageway/widening. Procedure for the same is given below: Step 1: To stipulate design value for the various parameters.

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Step 2: To decide types and spacing between joints. Step 3: To select trial design thickness of pavement slab. Step 4: To compute the repetitions of axle loads of different magnitudes during the design period. Step 5 : To calculate the stresses due to single and tandem axle loads and determine the cumulative fatigue damage (CFD). Step 6: If the CFD is more than 1.0, select a higher thickness and repeat the steps 1 to 5. Step 7: To compute the temperature stress at the edge and if the sum of the temperature stress and flexural stress due to highest wheel load is greater than the modulus of rupture, select higher thickness and repeat the steps 1 to 6. Step 8: To design the pavement thickness on the basis of corner stress if no dowel bars are provided and there is no load transfer due to lack of aggregate inter-lock.

2.6 Overlay Design on Rigid Pavement In the present case, a road length of about 21 kms with Cement Concrete surface is available in Nanded city. Looking at the CBR value of soil beneath, it is essential to strengthen/rehabilitate Cement Concrete Pavement. IRC: SP 17 “Recommendations About Overlays On Cement Concrete Pavements” has been refereed for design of overlay on rigid pavement. Procedure for the same is given below: Step 1 : To find out length of crack in m per 10 sqm. from pavement condition survey analysis. Step 2 : To find the category of road as per crack condition of pavement and decide type of overlay. Step 3 : To determine thickness of overlay. The following formula is used for determining the thickness of concrete un-bonded overlay.

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Ho = SQRT (Hm^2-Che^2) Where Ho – Thickness of Overlay mm Hm- Thickness of Monolithic Slab He – Thickness of existing concrete pavement C - Pavement Condition Factor

2.7 Overlay Design on Existing Bituminous Pavement IRC 81-1997 “Guidelines for Strengthening of Flexible Road Pavement using Benkelman Beam Deflection Technique” is used for design of overlay on existing pavement. Procedure for the same is given below: Step 1 to step 6 as given in para 1.2.1 is same. Step 7 : To record dial gauge readings, temperatures etc by conducting Benkelman Beam Deflection Survey (BBD). Step 8 : To determine moisture content of soil samples collected during BBD survey. Step 9 : To determine temperature variation factor. Step 10 : To determine moisture content factor from graphs given in IRC 811997. Step 6 : To determine characteristic deflection by the following formula. Dc = X + 2 O for Major Arterial Roads Dc = X + O for Major Arterial Roads n Mean Deflection x = N Where, X Individual Deflection, mm x Mean Deflection, mm n Deflection Measurement o Standard Deviation. Dc Characteristic Deflection

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Step 7 : To determine overlay thickness from Fig 9 of IRC 81-1997 in terms of bituminous macadam construction. Step 8 : To Convert thickness in to DBM/AC following formula is used. 1 cm of Bituminous Macadam = 0.7 cm of DBM/AC Fig. 2.3 shows the flowchart of design procedure for the same. Fig 2.3 Flow Chart of Overlay Design for Existing Carriageway (IRC 81-1997)

Benkelman Beam Deflection Survey

Survey & Investigation

Traffic Survey

Axle Load Survey

Characteristic Deflection

Initial Traffic & Traffic Growth Rates

Vehicle Damage Factor (VDF)

Design Life

Input

Calculation of Design Traffic in Cumulative number of Standard Axle

Load

Determination of moisture Correction Factor & Temperature Correction Factor

Calculation of Characteristic Deflection

Determination of Overlay Thickness for Charts IRC 81-1997

Pavement Condition Survey

Soil Investigation

Finalization of Material as per MoRTH Specification

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2.8 Design Standards for Structures

The structural design shall be based on Indian Codes and Standards for Roads supplemented by the International Codes and Standards wherever the former are silent.

IRC: 5-1998 Standard Specifications and Code of Practice for Road Bridges (Section I), General Features of Design (Sixth Revision), 1993

IRC: 6-2000 Standard Specifications and Code of Practice for Road Bridges, Section II, Loads and Stresses, 1994

IRC: 18-2000 Design Standard for Pre-stressed Concrete Road Bridges (Post Tensioned Concrete)

IRC:21-2000 Standard Specifications and Code of Practice for Road Bridges

IRC: 24-1984 Standard Specifications and Code of Practice for Road Bridges, Section V, Steel Road Bridges 1984

IRC: 45-1998 Recommendations for Estimating the Resistance of Soil below the Maximum Scour level in the Design of Well Foundations of Bridges, 1992

IRC: 78-2000 Standard Specifications and Code of Practice for Road Bridges, Section VII, Foundations and Substructure (First Revision), 1994

IRC: 83-1996 Standard Specifications and Code of Practice for Road Bridges, Section IX, Bearings, Part I Metallic Bearings, 1994 and Part II Elastomeric Bearings 1991.

IRC: SP 64 - 2005

Guidelines for the Analysis & Design of Cast-in-place Voided Slab Superstructure.

IRC: SP 65 – 2005 Guidelines for the Design & Construction of

Segmental Bridges.

IRC: SP 66 – 2005 Guidelines for the Design of Continuous Bridges.

IS 875 – 1993 (Part 3) – 1987 Code of Practice for Design

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Loads (Other than earthquake) for Buildings and Structures, Part 3, Wind Loads (Second Revision) Fourth Reprint, November 1993

IS: 1893 – 2000 Criteria for Earthquake Resistant Design of Structures (Fourth Revision), June 1986.

IS 2911 (Part I / Section 1, 2, 3 and 4) Code of Practice for Design and Construction of Pile Foundations, Part I, Concrete Piles.

IS 2911 (Part III) 1980 Code of Practice for Design and Construction of Pile Foundations, Part 4, Load Test on Piles.

IS 2911 (Part IV) 1985 Code of Practice for Design and Construction of Pile Foundations, Part 4, Load Test on Piles.

2.9 Design Loads

The structure shall be designed for various loads as per IRC 6-2000 as described below. Dead Load of Superstructure Superimposed Dead Loads Vehicular Live Load Braking force Active Earth Pressure Earth Pressure due to L.L., Surcharge on backfill Centrifugal force Bearing Friction Wind force Earthquake force Collision Load Density for different materials to be considered for design - Prestressed Concrete - 2.6 T/m3 Reinforced Concrete - 2.5 T/m3 Plain Cement Concrete - 2.4 T/m3 Wearing Coat - 2.2 T/m3 Soil (Dry) - 1.8 T/m3

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Soil (Saturated) - 2.1 T/m3 The particular loading applicable to the project are enumerated below: For all the structures, vehicular live load shall be considered as per the provisions of IRC: 6 - 2000 as applicable for different widths of carriage ways. For overall movement of the bridge, the temperature difference of ± 25OC shall be considered as per provisions in IRC: 6 - 2000. The distribution of temperature difference between top & bottom deck is considered according to the Fig. 10 shown in IRC: 6 - 2000. Wind Loads : Full wind force on live load and structure, applied perpendicular to the structure, or 65% wind force perpendicular to traffic direction and 35% wind force parallel to traffic direction on live load and structure whichever produces the worst effect shall be considered. Earthquake Load: Structures will be designed for Zone III according to IRC - 6, soil foundation factor β = 1.0 (bearing piles on rock) and importance factor λ = 1.5. Horizontal Seismic Coefficient for longitudinal and transverse direction will be calculated using the provisions published in Journal - ‘INDIAN HIGHWAYS’ of January 2003 amendments to IRC provision of seismic forces (Cl. No. 222). Earthquake load thus calculated shall be applied in the longitudinal or transverse direction; whichever produces the maximum effects. Collision Loads on Pier: Collision loads of 100 Tonnes parallel and 50 Tonnes transverse to the carriageway shall be considered for the piers located at junctions / road crossings etc. according to IRC: 6 - 2000 Table 7. For additional safety, a reinforced concrete wall 1.0 m high with sand in-fill cushion shall be provided around the periphery of the piers of obligatory spans. Centrifugal Force: In the curved decks, the effects of centrifugal force as specified in IRC 6 : 2000 in the deck, bearings and substructure shall be included. Load combinations: Load combination Groups I to VII shall be considered in accordance with IRC 6 - 2000.

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2.10 Durability Aspects for Structures

Durability considerations require the use of dense concrete with lower water / cement ratio and higher cover to reinforcement. The following important concrete durability aspects shall be covered in the specification. Aggregates shall be substantially free from chloride or sulphate contamination. The percentage of chloride ions and sulphates in fine and coarse aggregates, and in the concrete mix shall be limited. Aggregates shall be sound & durable to resist attack in aggressive environment. Water absorption and soundness in sulphate solutions shall be limited. Aggregates shall be of proper elongation and flakiness to permit workable concrete within tight water / cement ratios. Cement must be selected suitable to its purpose such as using blended cement when chlorides are high in the ground. Water for mixing concrete and curing shall be substantially free from contamination with chlorides and sulphates. Using admixtures to achieve workability and high quality mix. Concrete mix shall be designed to obtain workable concrete with low water / cement ratio to produce dense and less permeable concrete. Concrete shall be placed and properly compacted as soon as possible to avoid plastic and thermal cracks. Curing is important to achieve strong concrete with a hard, durable, and impermeable surface. Provision of adequate concrete cover to reinforcement. Provision of protection to steel reinforcement with anticorrosive treatment. Use of Mild steel liners to bored piles. Provision of protective coating to exposed concrete surfaces and to buried concrete surfaces. Using un-reinforced concrete where it is an acceptable alternative to reinforced concrete. In the design, attention shall be given to avoid unnecessary complicated details, such as exposed concrete features which may collect sand or dust, pipes or utilities being built into concrete, bundling of reinforcements and the use of unsealed joints etc. Rounded profiles at corners and rounded concrete sections shall be as much as practicable. Construction joints will be given particular attention and provided as often as necessary.

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2.11 Lighting

Lighting design has been based on the guidelines stipulated in the National Electrical Code (Part-5) and the recommendations of the International Commission on Illumination (CIE).

The following standards and rules have also taken into consideration while detail engineering:

IS: 1913 General and Safety requirements for light fittings. IS: 1944, 1970 Code of practice for lighting public thoroughfares. IS: 3528 Water proof electric lighting fittings IS: 1239 M.S. Tubular and other wrought steel pipe fittings IS: 2713 Manufacture of steel tubular poles IS: 2149 Luminaries for street lighting IS: 3043 Code for practice for earthling Indian Electricity Act and Rules

2.12 Landscaping

Landscaping is one of the important aspects in urban design. It has significant transportation and economic advantages: Safety – Formal rows of trees change the road’s visual character. Used in conjunction with kerbs and footpath, trees help to calm traffic. Way finding – Roadside trees or group o trees, lighting can also serve as landmarks and even alert drivers of an upcoming turn in the road. Landscaping in a traffic island or roundabout makes the feature more recognisable to approaching drivers. Variety – Monotony causes driver inattention. Trees and amenities create attractive visual interest that give the road a distinctive identity and provide seasonal interest. Environment - Trees absorb pollutants and storm runoff, reduce air conditioning needs in the summer, and can help block winter winds. Business Vitality – People enjoy and attracted to an environment with trees, landscaping and other pedestrian amenities.

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Project: DPR for Nanded City Roads under JNNURM Sheet 1 of 7 Chapter4-Life Cycle Cost Analysis August 2006

CHAPTER 4 LIFE CYCLE COST ANALYSIS

4.1 Introduction

There is a common notion that the cost of construction of roads with concrete pavement is more when compared to flexible pavement and requires large quantity of cement and other aggregate materials. The cost of construction of pavement is a major criterion for choice of pavement type, flexible or rigid, particularly when the funds are scarce and the government funding is limited. It is therefore required to examine the economics of various pavement types not only for the initial construction cost but also for the life cycle costs which includes the discounted maintenance and overlay costs that are incurred during the design life of the pavement. The cost of pavement thus include a) initial construction Cost b) Maintenance and Rehabilitation/Strengthening Costs

4.1.1 Initial Construction Costs The initial cost of construction of pavement depends on various factors like: Type of the Pavement, Flexible or Rigid Pavement design thickness and Composition of various layers of pavement governed by the strength of the subgrade soil and traffic loading. Cost of various ingredients, which include cement, bitumen, stone aggregates, sand etc. Cost of mixing and laying, i.e. construction. The above ingredients have a wide range of variability in rates across the country and is difficult to generalise.

4.1.2 Maintenance Costs The Maintenance includes the upkeep of pavement during the design life of pavement. The maintenance details are discussed in the succeeding paragraphs.

4.2 Life Cycle Cost Analysis (LCC)

The choice of appropriate economically advantageous pavement type, flexible or rigid, is made by carrying out Life Cycle Cost (LCC) analysis which takes in to account the initial investment cost plus the maintenance/ rehabilitation cost over the design life of

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the pavement structure. Life cycle cost analysis can be defined as a procedure by which a pavement design alternative will be selected which will provide a satisfactory level of service at the lowest cost over design life. The economic analysis methods used most commonly for this purpose include present worth, annualised cost, and rate of return. The analysis is most sensitive to the factors of inflation, discount rate, and analysis period.

In the subsequent paragraphs an attempt has been made to study the long-term economic viability of pavement types using Present-Worth method of analysis. Thus, as a case study, comparative cost of one kilometre each of flexible pavement and rigid pavement representing a uniform section has been worked out at current market rate/DSR rate, with respective maintenance strategy. For ease of presentation, it is assumed the road is to be constructed with entirely new carriageway and the year of opening for traffic is 2008.

4.2.1 Design Parameters

(i) Flexible Pavement Flexible Pavement is designed for life of 20 years. The pavement crust for flexible

pavement is given in Table 4.1

Table 4.1 Composition of Flexible Pavement Period Thickness of layer, mm

Drainage layer (GSB II) Granular sub-base (GSB I) Wet-mix macadam (WMM) Dense bituminous macadam(DBM) Bituminous concrete (BC)

200 200 250 140 40

The overlays to be constructed at 10 years are essentially for strengthening purposes. The overlay crust is given in Table 4.2 .

Table 4.2 Composition of Flexible Overlay

Period Thickness of layer, mm Profile Correction course (BM) Bituminous macadam(BM) Bituminous concrete (BC)

50 50 40

It is estimated that due to high intensity of traffic, it will take about 5 years of passage of traffic for 40 mm thick bituminous concrete laid initially at roughness

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value of 1500 mm/km to attain fair to poor category of roughness value of 3500 mm/km. Hence the flexible pavement needs to be resurfaced every 5 years for improvement of its riding quality with a layer of 40 mm thick bituminous concrete, to be laid at intervals of 5, 10 , 15 years, while strengthening has to be undertaken at 10 years.

(ii) Rigid Pavement

Rigid pavement is also designed for 20 year life. The crust of the same is given in Table 4.3.

Table 4.3 Composition of Rigid Pavement Sl. No. Item Details Remarks

1 M-35 Pavement Quality Concrete (PQC) 300 mm thick

2 Dry Lean Concrete (DLC) 150 mm thick

3 Granular Sub-Base (GSBI) 200 mm thick

4 Granular Sub-Base (GSBII) 200 mm thick

5 Dowel Bars (MS) 32 mm dia x 600 mm long Spacing @ 300 mm c/c

6 Tie Bar 12 mm dia x 640 mm long Spacing @ 600 mm c/c

4.2.2 Other Comparison Parameters

The various parameters as Input to LCC model are described as follows:

Capital Cost : Capital Cost consisting the initial cost of construction.

Maintenance Cost : Flexible alternatives

Routine maintenance in the form of patching, pothole repair, sealing of cracks etc. as per IRC-82. Periodic Rehabilitation by way of strengthening overlays.

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Functional overlays

: Rigid Alternatives Joint sealing, Repairs of joint spalling and Pavement Retexturing.

Period of Analysis : 20 years

Discount Rate : 12-10 % * Inflation Rate : 5.5 % Alternatives to be considered:

(i) Flexible pavement designed for 20 years and strengthened at every 10 year and functional overlays at every 5 year and routine maintenance as and when required over the analysis period.

(ii) Rigid pavement designed for 20-year period with routine maintenance.

4.3 Cost Estimate 4.3.1 Flexible Pavement Based on the above design, the cost estimate for flexible pavement is summarised in

Table 4.4, Table 4.5 and Table 4.6.

Table 4.4 - Initial Cost Estimate for Flexible Pavement (New)

Pavement Layer

Cost/km Length (m) Thickness (mm)

Width(m) Rate (Rs)

BC 1,181,880 1000 40 7.00 4221/Cu m DBM 3,452,540 1000 140 7.00 3523/Cu m WMM 820,750 1000 250 7.00 469/Cu m GSB I 593,600 1000 200 7.00 424/Cu m GSB II 506,800 1000 200 7.00 362/Cu m

Prime Coat 112,000 1000 1 Coat 7.00 16/Sq m Tack Coat 126,000 1000 2 Coats 7.00 9/Sq m

Initial Cost 6,793,570

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Table 4.5 - Cost Estimate for Flexible Pavement-Strengthening Overlays (10th and 20th year)

Pavement Layer Cost(Rs.) Length (m) Thickness(mm)

Width(m) Rate (Rs)

BC 1,181,880 1000 40 7.00 4221/Cu m BM 975,100 1000 50 7.00 2786/Cu m

PCC 975,110 1000 50 Av 7.00 2786/Cu m

Total 3,132,080

PCC – Profile Corrective Course

Table 4.6 - Cost Estimate for Flexible Pavement-Renewal (Functional) Overlays

(5th, 10th and 15th year)

Pavement Layer Cost Length(m) Thick (mm) Width(m) Rate (Rs) BC 1,181,880 1000 BC - 40 mm 7.00 4221/cu m

4.3.2 Rigid Pavement Based on the above design, the cost estimate for flexible pavement is summarised in

Table 4.7.

Table 4.7 - Cost Estimate for Rigid Pavement

Pavement Layer

Cost (Rs.) Length (m) Thickness(mm)

Width(m) Rate (Rs)

PQC 6,350,400 1000 300 7.00 3024/Cu m DLC 1,074,150 1000 150 7.00 1023/Cu m GSB-I 593,600 1000 200 7.00 424/Cu m GSB-II 506,800 1000 200 7.00 362/Cu m Total 8,524,950

Maintenance Cost of Rigid Pavement

a) Joint Seals (Preformed Seals)

50 % of the joint sealants are to be replaced in every 5 year Joint Length Contraction Joint length 1556 m Longitudinal Joint length 1000 m Length to be replaced every 5 years Contraction Joint 778 m Longitudinal Joint 500 m

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Table 4.8 - Cost Estimate for Joint Seals (Preformed Seals)

Joint Sealant Unit Quantity Rate Cost Contraction Joint m 778 20 15560 Longitudinal Joint m 500 20 20000 Total 35560

b) Concrete Spalling

0.5% of Joint length for a width of .50m in every year 10th year spalling concrete =94.65 Sqm

c) Surface Texture

2 Times in 30 years i.e., 10th and 20th year

Table 4.9 Cost Estimate for Concrete Spalling and Surface Texturing

Maintenance Item Unit Quantity Rate Cost Repairs for Concrete Spalling Sq m 94.7 3000 28410Re-texturing Sq m 8000 80 640000

4.4 Construction and Maintenance - Investment Options

4.4.1 Flexible pavements The total capital cost of construction is proposed to be invested over a period of two years as follows: Total Cost : Rs 6,793,570 First Year Investment : Rs 3,396,785 – 50% Second Year Investment : Rs 3,396,785 – 50%

4.4.2 Rigid Pavements The total capital cost of construction is proposed to be invested over a period of two years as follows: Total Cost : Rs 8,524,950 First Year Investment : Rs 4,262,475 – 50% Second Year Investment : Rs 4,262,475 – 50%

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4.5 Economic Analysis The details of economic analysis based on present-worth method, i.e. present value of total of construction and maintenance costs over the analysis period of 20 years are provided in Annexure-4.1.

4.6 Conclusions

In the Life Cycle Cost Analysis, the present values of all the costs for each of the alternative have been computed. The alternative giving the lowest present value of the costs is to be considered as the most advantageous option from economic perspective.

Taking into consideration the above parameters, the net present value at 12 % discount

rate for flexible option is Rs.9,740,233/- and for rigid option, it is Rs.8,265,409/- at current market rates. Similarly the net present values are calculated at 11 & 10 percent discount values and presented in Annexure-4.1.

As per the life-cycle cost analysis rigid pavement proves to be economical as compared

to flexible pavement while developing all together new crust. Therefore, it is suggested to develop major road 1,2,3,7, 8 ,16,17,18,19,28 and 32 with rigid pavement and others with flexible pavement.

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Project: DPR for Nanded City Roads under JNNURM Sheet 1 of 3 Chapter5-Drainage Design August 2006

CHAPTER 5 DRAINAGE DESIGN

5.1 General

Nanded city receives rainfall of 901 mm. The city roads have at present side drains,

which are inadequate for carrying the discharge. The Storm water drain system has not

so far been designed for the city as revealed during the discussions with the

Corporation Authorities.

5.2 Data Collection

The data is acquired from following sources:

• Topographic sheet of the project area as published by the Survey Of India

Department. • Rainfall maps • IRC- SP42, SP-50 • General condition of soil, strata and its permeability • Alignment and profile of the drain & the roads

5.3 Design Basis

The drainage system is designed to cater for the water inflow, which consists of following parts:

5.3.1 Surface runoff generated due to the rainfall

This is the runoff, which can find its way into the drain drains depending upon the road alignment & drain profiles. As per the recommendations of IRC SP 42, it is necessary to consider design rainfall of 50 year return period for specific time of concentration. The longitudinal profile of the pavement within the drain indicates the pavement has a highest elevation around chainage 1700, sloping on either side. This prevents the drain from receiving any runoff generated from the road stretches beyond the drain. Hence this surface runoff is calculated only for the road stretches on either side of the drain as well discharged from adjoining properties. Since the governing catchment area is not exceeding 50 sq km, the runoff generated is calculated using Rational Formula, which is:

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Q= 0.028 X P X A X Ic Where, Q is peak run off in cum / sec P is coefficient of runoff A is catchment area in hectare Ic is design rainfall intensity in cm/hr for specific time of concentration

The time of concentration for the design of roadside drain consists of two parts: Time of inlet; is the time required by runoff to reach the drain from the farthest point in catchment. Time of flow; is the time required by runoff to flow through the drain.

5.3.2 Water spilled from fire fighting

As per the International Standards, this is taken as 66 litre per sec, when two fire tenders are operated.

5.3.3 Ground water which gets percolated

Quantity of ground water flowing into the drain is dependent on the ground conditions, the design & constructional quality of the drain structure.

5.3.4 Sizing of the Drain Section The drains proposed within the drain are rectangular channels and will be provided on

either side. The road beyond drain on the south side is also proposed to be provided with rectangular sections. The road length on the North side will be provided with trapezoidal section due to availability of space. Pipes are proposed only at alignment crossing. Both these sections are designed using Manning’s equation, which is as follows:

V= 1/n (R )2/3 X (S) ½

Q= A X V Where, V is velocity through drain in m/s n is roughness coefficient

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R is hydraulic mean depth, which is ratio of area to wetted perimeter S is gradient A is area of cross section of drain in Sqm Q is the drain capacity in cubm /s

The proposed sketch of the side drain is shown in Annexure-5.1.

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Project: DPR for Nanded City Roads under JNNURM Sheet 1 of 5 Chapter6-Trafic Management & Pedestrian Safety Measures August 2006

CHAPTER 6 TRAFFIC MANAGEMENT & PEDESTRAIN SAFTEY MEASURES

6.1 General

Traffic management & control plays an important role in urban area. At the same time safety of pedestrian is also essential to provide smooth movement of road users.

6.2 Traffic Control Devices

The traffic control devices include traffic signs, lane marking and traffic signals. The signage system includes advance warning signs, cautionary signs, directional signs, and high mast signs at the junctions. Markings cover lane markings such as lines, symbols, letters, arrows, and object markings etc.

6.2.1 Traffic Signs

IRC: 67-1977 has been referred for Traffic Signs. i) Mandatory/Regulatory Signs

Following signs have been proposed at particular location. Stop & Give Way Signs – at all cross roads Right/Left Turn Prohibited – at staggered junctions No Parking – at the junctions & other required places. Speed Limit – where design speed is below 60 Kmph Height Limit – Existing RUB on Road No.19

ii) Cautionary / Warning Signs

These signs have been proposed to warn road user of the existence of certain hazardous conditions either on or adjacent to the roadway, so that motorist are cautious and take the desired action.

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Following signs have been proposed at particular location Pedestrian Crossings School Cross Roads T-Intersection Y-Intersection Staggered intersection Major Road Ahead

iii) Informatory Signs

Informatory signs have been proposed for guidance, information, warning and control of traffic to the road users. Following signs have been proposed at particular location: Destination Direction Place Identification Filling Station Police Station Railway Station Bus Stop Flood Gauge

iv) Overhead/Cantilever overhang Signs

Traffic signboards mounted on overhead gantries have been proposed at approaches to the grade separators and major roads. At other appropriate locations, cantilever type mast mounted Overhang signs have been proposed. The locations of Mandatory / Regulatory / Cautionary/ Warning/ Informatory/ Overhead Signs are shown in the attached drawings.

6.2.2 Road marking

Road markings have been proposed for control, warning, information or guiding the users in to required paths of travel. Mainly these markings consist of lane markings, edge markings, kerb, arrows and chevron markings. All road markings proposed conform to the standards and specifications of IRC 35-1997.

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6.2.3 Traffic Signals

A comprehensive investigation of traffic conditions and physical characteristics of the location is required to determine the need for signal installation. The following data is required to be collected for proper design and operation of signal (IRC: 93-1985 Guidelines on Design and Installation of Road Traffic Signals)

Number of motorised vehicles entering the intersection in each hour from each approach during 10 consecutive hours of a representative day.

Vehicular volumes of heavy vehicles, light vehicles, motor cycles, scooters and

non-motorised vehicles from each approach for atleast two hours in the morning and two hours in the evening during peak periods.

Pedestrian volume counts on each cross walk during the same periods and

Average speeds of each approach

Traffic control signal on an intersection should not be installed unless one of the following signal warrants are met:

Warrant 1 – Minimum vehicular volume Warrant 2 – Interruption of continuous traffic Warrant 3 – Minimum pedestrian volume Warrant 4 – Accident experience Warrant 5 – Combination of warrants

6.2.4 Signalization of Major Intersections

Generally for preparing major junction improvement plans the required data would be traffic volume count data, geometry of the intersection, traffic composition, traffic characteristics etc. Consultants have carried out the turning movement surveys at various junctions As per IRC guidelines, warrants for traffic signals, traffic signals are required at the following intersection 15 junctions.

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Table 6.1 Junction Traffic Volume in Base Year (2006)

Peak Hour Traffic Sl. No.

Intersection Vehicles PCUs

Peak Hour

1 Raj Bar Corner 5860 6415 19.00 – 20.00 2 Work Shop Junction 6697 7335 19.00 – 20.00 3 ITI Junction 3999 4431 16.00 – 17.00 4 Mutha Junction 6310 7466 19.00 – 20.00 5 Mahaveer Junction 5523 6273 12.00 – 13.00

6 Gurudwara Dena Bank Junction

2146 2419 10.00 – 11.00

7 Degloor Junction 4067 2020 12.00 – 13.00 8 Bhagya Nagar Circle 4924 5029 20.00 – 21.00 9 Taroda Junction 2285 2501 10.00 – 11.00

10 Ambedker Junction near Railway Station

2645 3797 12.00 – 13.00

11 Kalsa Hallabhol Junction 4830 5658 19.00 – 20.00 12 Bhaghat Singh Cross 2429 2859 13.00 – 14.00 13 Bafna T-Point 3259 5006 9.00 – 10.00 14 Maharana Pratap Chowk 2846 3502 20.00 – 21.00 15 Hingoli Gate Junction 5057 5840 11.00 – 12.00

As per warrants for grade separation of intersection by IRC, grade separation of intersection would be required if the peak hour junction volume exceeds 10,000 PCUs/h. Referring to the junction traffic volume there is no need of grade separation at any intersection.

6.3 Pedestrian Facilities & Safety Measures

Pedestrian facilities have been planned in an integrated manner to ensure a continuous pedestrian flow and to reduce pedestrian conflicts with vehicular traffic to the minimum. Pedestrian facilities & its safety has been taken care by providing footpath, at grade and grade separated crossings, etc.

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6.3.1 Footpath Sidewalk or footpath of width 1.20-2.5 m has been proposed all along the carriageway for project roads. Level of footpath has been kept 0.15 m above proposed road level for separating traffic and pedestrian movements.

6.3.2 At Grade Crossings

Zebra crossing of width 3 m has been proposed at all the junctions with signboard. At the crossing, median with kerb height of 0.15 m has been proposed for act as pedestrian refuge. Also pedestrian signals have been proposed at the crossings.

6.3.3 Grade separated crossings

It includes foot over bridge (FOB) and pedestrian subway. As no predominant pedestrian traffic was observed in traffic survey, grade separated crossing has not been proposed for any of the project roads.

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Detailed Project Report of Roads in Nanded Waghala City Details of Horizontal Curves Annexure 3.1

Radius Ls (I) Ls (O) DEF(RAD) Shift(s) φ ∆ Ts Es Lc Ltotal Hand of

(m) (m) (m) D M S (m) Radians Radians (m) (m) (m) (m) Curve

1 1 0+032.507 150 22 16 5 0.388651 22.27 29.52 2.88 58.30 58.30 2.00 Left2 2 0+111.043 550 02 8 29 0.037374 2.14 10.28 0.10 20.56 20.56 -2.50 Left3 3 0+363.664 200 26 11 56 0.457257 26.20 46.54 5.34 91.45 91.45 2.00 Left4 4 0+600.608 1000 0 27 21 0.007956 0.46 3.98 0.01 7.96 7.96 -2.50 Left5 5 0+723.875 550 03 7 5 0.05442 3.12 14.97 0.20 29.93 29.93 -2.50 Right

1 1 0+060.313 225 30 41 0.523798 30.01 60.31 7.94 117.85 117.85 2.00 Left2 2 0+172.454 550 1 43 42 0.030165 1.73 8.30 0.06 16.59 16.59 -2.50 Left3 3 0+385.269 1000 2 43 38 0.047599 2.73 23.80 0.28 47.60 47.60 -2.50 Left

1 1 0+112.697 550 7 27 43 0.130235 7.46 35.87 1.17 71.63 71.63 -2.50 Right2 2 0+238.052 150 23 56 37 0.417895 23.94 31.81 3.34 62.68 62.68 -2.50 Left3 3 0+308.847 40 21 12 34 0.370175 21.21 7.49 0.70 14.81 14.81 -2.50 Left4 4 0+325.272 40 16 52 23 0.29449 16.87 5.93 0.44 11.78 11.78 -2.50 Right5 5 0+388.371 550 0 58 46 0.017095 0.98 4.70 0.02 9.40 9.40 -2.50 Left6 6 0+538.507 200 6 37 0.104899 6.01 10.50 0.28 20.98 20.98 -2.50 Left7 7 0+661.518 200 12 37 39 0.220391 12.63 22.13 1.22 44.08 44.08 -2.50 Left8 8 0+709.175 200 4 52 40 0.085133 4.88 8.52 0.18 17.03 17.03 -2.50 Right

1 1 0+015.959 20 29 28 20 0.514387 29.47 5.26 0.68 10.29 10.29 4.00 Right2 2 0+068.67 40 57 31 28 1.003991 57.52 21.96 5.63 40.16 40.16 3.00 Left3 3 0+102.54 40 28 47 34 0.502529 28.79 10.27 1.30 20.10 20.10 1.00 Right4 4 0+176.325 400 10 42 59 0.187036 10.72 37.52 1.76 74.81 74.81 -2.50 Right

1 1 0+052.451 150 24 57 19 0.435552 24.96 33.19 3.63 65.33 65.33 -2.50 Right2 2 0+159.603 250 11 5 41 0.193639 11.09 24.28 1.18 48.41 48.41 -2.50 Left3 3 0+220.445 300 8 8 29 0.142094 8.14 21.35 0.76 42.63 42.63 -2.50 Right4 4 0+312.408 15 93 47 49 1.637066 93.80 16.03 6.95 24.56 24.56 4.00 Left5 5 0+344.518 50 21 39 12 0.377922 21.65 9.56 0.91 18.90 18.90 -2.50 Left6 6 0+386.325 40 42 48 46 0.747224 42.81 15.68 2.96 29.89 29.89 1.00 Right

HORIZONTAL CURVE DETAILS

Sl. Nr.

Curve No. IP Chainage

Deflection AngleDegree % Super

elevation

Road No. 2 Vazirabad Police Station Gurudwara gate No.1

Road No. 1 Railway Station To Vazirbad Police Station

Road No. 3 Gurudwara Gate No. 1 To Keli Market (Upto Crusher Road /Ambedkar Chowk)

Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat

Road No. 04 Keli Market (Ambedkar Chowk) To Barki Chowk

ANNE3-1-Horizontal-curves nanded Page1/8 Details of Horizontal Curve




Sl. Nr.



elevation

7 7 0+486.573 40 6 53 59 0.120423 6.90 2.41 0.07 4.82 4.82 1.00 Right8 8 0+525.130 50 28 45 3 0.501797 28.75 12.81 1.62 25.09 25.09 2.00 Left9 9 0+554.517 50 27 2 9 0.471864 27.04 12.02 1.42 23.59 23.59 2.00 Right

10 10 0+615.911 300 6 6 51 0.106712 6.11 16.02 0.43 32.01 32.01 -2.50 Right11 11 0+704.487 300 8 49 41 0.154079 8.83 23.16 0.89 46.22 46.22 -2.50 Left12 12 0+758.450 50 25 23 16 0.4431 25.39 11.26 1.25 22.16 22.16 -2.50 Left

1 1 0+045.758 50 44 14 35 0.772187 44.24 20.32 3.97 38.61 38.61 2.00 Right2 2 0+157.294 200 19 55 1 0.347616 19.92 35.12 3.06 69.52 69.52 -2.50 Right

1 1 0+239.897 550 4 27 34 0.077832 4.46 21.41 0.42 42.81 42.81 -2.50 Right2 2 0+361.381 1000 1 9 54 0.020333 1.17 10.17 0.05 20.33 20.33 -2.50 Right3 3 0+409.358 300 9 27 16 0.165011 9.45 24.81 1.02 49.50 49.50 1.00 Left4 4 0+569.299 1000 1 34 10 0.027392 1.57 13.70 0.09 27.39 27.39 -2.50 Left5 5 0+744.196 1000 1 15 25 0.021938 1.26 10.97 0.06 21.94 21.94 -2.50 Right6 6 1+006.229 2000 0 27 46 0.008077 0.46 8.08 0.02 16.15 16.15 -2.50 Right7 7 1+174.220 550 6 40 5 0.11638 6.67 32.04 0.93 64.01 64.01 -2.50 Right8 8 1+343.497 2000 2 22 14 0.041374 2.37 41.38 0.43 82.75 82.75 -2.50 Right9 9 1+479.393 400 17 54 44 0.312627 17.91 63.04 4.94 125.05 125.05 -2.50 Left

10 10 1+800.993 2000 0 32 30 0.009454 0.54 9.45 0.02 18.91 18.91 -2.50 Right11 11 1+919.484 200 14 41 15 0.256345 14.69 25.78 1.65 51.27 51.27 1.00 Left12 12 1+967.416 50 32 10 2 0.561424 32.17 14.42 2.04 28.07 28.07 2.50 Right13 13 2+003.687 75 16 7 57 0.281565 16.13 10.63 0.75 21.12 21.12 -2.50 Left14 14 2+059.061 550 02 53 15 0.050396 2.89 13.86 0.17 27.72 27.72 -2.50 Right15 15 2+271.642 1000 0 5 56 0.001726 0.10 0.86 0.00 1.73 1.73 -2.50 Right16 16 2+454.289 100 25 40 53 0.448225 25.68 22.79 2.56 44.82 44.82 2.00 Left17 17 2+624.732 50 28 28 52 0.497089 28.48 12.69 1.59 24.85 24.85 3.00 Right18 18 2+827.354 200 26 58 38 0.470841 26.98 47.97 5.67 94.17 94.17 1.00 Left19 19 3+183.741 300 5 58 46 0.104361 5.98 15.67 0.41 31.31 31.31 1.00 Left20 20 3+245.562 300 07 53 28 0.137726 7.89 20.69 0.71 41.32 41.32 1.00 Right

1 1 0+12.939 50 15 5 47 0.263482 15.10 6.63 0.44 13.17 13.17 -2.50 Left2 2 0+178.270 1000 01 18 40 0.022883 1.31 11.44 0.07 22.88 22.88 -2.50 Right3 3 0+464.387 550 12 54 40 0.225341 12.91 62.23 3.51 123.94 123.94 -2.50 Left

Road No. 06 Darbar Masjid ChowkTo Fort

Road No. 7 Regional Workshop To Mutha Chowk

Road No. 8 Mutha Chowk To Mahveer Chowk To Tower Bakri Chowk To Degloor Naka





Sl. Nr.



elevation

4 4 0+706.498 1000 2 41 20 0.04693 2.69 23.47 0.28 46.93 46.93 -2.50 Right5 5 0+818.486 1000 5 15 48 0.091862 5.26 45.96 1.06 91.86 91.86 -2.50 Right6 6 0+963.593 300 18 32 44 0.323681 18.55 48.98 3.97 97.10 97.10 -2.50 Left7 7 1+227.940 1000 0 55 0.015999 0.92 8.00 0.03 16.00 16.00 -2.50 Right8 8 1+523.832 1000 04 16 25 0.074589 4.27 37.31 0.70 74.59 74.59 -2.50 Left9 9 1+854.370 200 23 2 41 0.402206 23.04 40.77 4.11 80.44 80.44 -2.50 Left

10 10 1+949.986 200 08 53 15 0.155116 8.89 15.54 0.60 31.02 31.02 -2.50 Right11 11 2+045.581 200 14 51 32 0.259337 14.86 26.08 1.69 51.87 51.87 -2.50 Left12 12 2+183.939 300 10 14 3 0.17862 10.23 26.86 1.20 53.59 53.59 -2.50 Right13 13 2+266.144 75 39 6 4 0.682443 39.10 26.63 4.59 51.18 51.18 4.00 Left14 14 2+316.364 150 12 54 45 0.225366 12.91 16.97 0.96 33.80 33.80 -2.50 Right15 15 2+374.670 75 28 57 25 0.505394 28.96 19.37 2.46 37.90 37.90 4.00 Left16 16 2+557.712 500 11 44 10 0.204834 11.74 51.39 2.63 102.42 102.42 -2.50 Left17 17 2+869.156 1000 1 56 34 0.033908 1.94 16.96 0.14 33.91 33.91 -2.50 Left

1 1 0+360.808 400 18 4 55 0.315589 18.08 63.65 5.03 126.24 126.24 -2.50 Right2 2 0+511.439 300 26 46 41 0.467365 26.78 71.41 8.38 140.21 140.21 -2.50 Left3 3 0+756.984 1000 5 15 15 0.091703 5.25 45.88 1.05 91.70 91.70 -2.50 Left4 4 1+171.212 700 50 50 23 10 39 0.404524 23.18 0.149 0.036 0.333 178.80 14.72 233.17 333.17 -2.50 Right5 5 1+616.954 1000 13 22 23 0.233404 13.37 117.23 6.85 233.40 233.40 -2.50 Left6 6 2+098.273 1500 11 9 15 0.194677 11.15 146.47 7.13 292.02 292.02 -2.50 Right7 7 2+829.686 1500 8 32 10 0.148983 8.54 111.94 4.17 223.47 223.47 -2.50 Right

1 1 0+066.696 200 32 14 47 0.562806 32.25 57.81 8.19 112.56 112.56 -2.50 Left2 2 0+370.145 700 23 36 15 0.41197 23.60 146.26 15.12 288.38 288.38 -2.50 Right3 3 0+625.787 600 15 52 52 0.277178 15.88 83.69 5.81 166.31 166.31 -2.50 Left4 4 1+520.608 3000 6 50 39 0.119453 6.84 179.39 5.36 358.36 358.36 -2.50 Left5 5 2+751.475 300 10 20 25 0.180472 10.34 27.14 1.23 54.14 54.14 -2.50 Left

1 1 0+157.77 500 11 40 43 0.20383 11.68 51.13 2.61 101.92 101.92 -2.50 Right

1 1 0+027.381 200 9 52 37 0.172385 9.88 17.28 0.75 34.48 34.48 -2.50 Left2 2 0+089.45 500 6 12 15 0.108283 6.20 27.10 0.73 54.14 54.14 -2.50 Left

Road No. 12 Baryam Singh Wine Shop Gurudwar Gate No. 2 To Yatri Niwas

Road No. 11 Gurudwara Parikrama -II

Road No. 10 Mutha Chowk To Gowardhan Ghat (With a Bridge on godawari) To Latur Road (thru Kautha)

Road No. 9 Degloor Naka (with ROB Maltekadi Railway station) To Hingoli Road





Sl. Nr.



elevation

3 3 0+228.268 10 83 43 32 1.461287 83.73 8.96 3.43 14.61 14.61 -2.50 Right4 4 0+427.327 8 98 55 28 1.726557 98.92 9.35 4.31 13.81 13.81 -2.50 Left

1 1 0+073+749 500 9 13 53 0.161118 9.23 40.37 1.63 80.56 80.56 -2.50 Left2 2 0+176 100 27 28 16 0.479461 27.47 24.44 2.94 47.95 47.95 -2.50 Right3 3 0+208.916 150 3 49 38 0.066798 3.83 5.01 0.08 10.02 10.02 -2.50 Left4 4 0+277.186 30 25 41 0.448259 25.68 6.84 0.77 13.45 13.45 1.00 Left5 5 0+306.123 50 18 52 49 0.329523 18.88 8.31 0.69 16.48 16.48 -2.50 Left6 6 0+412.117 60 29 3 51 0.507265 29.06 15.55 1.98 30.44 30.44 1.00 Right7 7 0+516.67 100 16 40 0.279447 16.01 14.06 0.98 27.94 27.94 -2.50 Left8 8 0+571.992 50 28 35 48 0.499106 28.60 12.74 1.60 24.96 24.96 -2.50 Left9 9 0+601.235 50 23 1 24 0.401833 23.02 10.18 1.03 20.09 20.09 -2.50 Right

1 1 0+106.44 2000 1 30 15 0.026253 1.50 26.25 0.17 52.51 52.51 -2.50 Left2 2 0+438.430 1500 2 47 10 0.048627 2.79 36.48 0.44 72.94 72.94 -2.50 Left3 3 0+577.955 2000 2 27 0.035037 2.01 35.04 0.31 70.07 70.07 -2.50 Right

1 1 0+061.714 100 33 31 43 0.585185 33.53 30.12 4.44 58.52 58.52 -2.50 Right

1 1 0+027.986 150 16 38 36 0.290481 16.64 21.94 1.60 43.57 43.57 -2.50 Left2 2 0+090+502 150 16 38 39 0.290496 16.64 21.94 1.60 43.57 43.57 -2.50 Right3 3 0+255.702 150 24 2 6 0.41949 24.04 31.93 3.36 62.92 62.92 -2.50 Left

1 1 0+113.122 1000 1 21 5 0.023586 1.35 11.79 0.07 23.59 23.59 -2.50 Left2 2 0+355.781 250 32 25 4 0.565797 32.42 72.67 10.35 141.45 141.45 -2.50 Left3 3 0+658.449 1000 2 41 39 0.047022 2.69 23.52 0.28 47.02 47.02 -2.50 Right

1 1 0+010.236 25 27 57 16 0.487897 27.95 6.22 0.76 12.20 12.20 4.00 Left

1 1 0+163.242 300 16 3 59 0.280411 16.07 42.34 2.97 84.12 84.12 -2.50 Right2 2 0+374.953 175 50 50 38 5 3 0.664694 38.08 0.595 0.143 0.379 102.66 10.76 66.32 166.32 4.00 Left3 3 0+533.096 200 24 58 29 0.435891 24.97 44.29 4.85 87.18 87.18 Right4 4 0+757.896 300 5 45 14 0.100424 5.75 15.08 0.38 30.13 30.13 2.00 Right

Road No. 13 Chikhalwadi Road To Bhagat Singh Road

Road No. 15 Gurudwara Gate No. 3/4 To Bhagat Singh Road

Road No. 16 Gurudwara Gate No.4 (Parikrama) To Gurudwara Road (Lohar Galli C.C. Road)

Road No. 14 Chikalwadi Road To Bhagat Singh Road To Crushe Road

Road No. 17 Gurudwara Gate No.1 To Dena Bank To Nagina Ghat (Partially Pedestrian Road)

Road No. 18 Gandhi Statue To Mahaveer Chowk

Road No. 19 Hingoli Gate(RUB) To Forest Office To Banda Ghat





Sl. Nr.



elevation

5 5 0+863.165 1000 0 38 21 0.011156 0.64 5.58 0.02 11.16 -2.50 Right6 6 0+990.798 1000 1 11 26 0.020779 1.19 10.39 0.05 20.78 20.78 -2.50 Left7 7 1+108.162 550 02 16 11 0.039614 2.27 10.90 0.11 21.79 21.79 -2.50 Left8 8 1+207.84 650 6 53 59 0.120423 6.90 39.18 1.18 78.27 78.27 -2.50 Right9 9 1+310.047 550 8 28 0.147771 8.47 40.71 1.50 81.27 81.27 -2.50 Right

10 10 1+463.723 1000 3 47 14 0.066099 3.79 33.06 0.55 66.10 66.10 -2.50 Right11 11 1+602.458 5000 0 38 36 0.011228 0.64 28.07 0.08 56.14 56.14 -2.50 Right

1 1 0+029.698 100 12 11 32 0.212794 12.19 10.68 0.57 21.28 21.28 1.00 Left2 2 0+116.525 100 57 23 59 1.001814 57.40 54.75 14.01 100.18 100.18 1.00 Right3 3 0+201.163 150 17 23 18 0.303484 17.39 22.94 1.74 45.52 45.52 -2.50 Left4 4 0+273.428 300 09 29 9 0.165559 9.49 24.89 1.03 49.67 49.67 -2.50 Left

1 1 0+033.240 250 11 38 40 0.203234 11.64 25.49 1.30 50.81 50.81 -2.50 Left2 2 0+076.913 300 2 7 7 0.036977 2.12 5.55 0.05 11.09 11.09 -2.50 Right

1 1 0+225.225 1000 16 21 48 0.285594 16.36 143.78 10.28 285.59 285.59 -2.50 Right2 2 0+739.698 300 8 13 57 0.143684 8.23 21.59 0.78 43.11 43.11 -2.50 Left3 3 0+846.357 300 8 34 0.139791 8.01 21.00 0.73 41.94 41.94 -2.50 Right4 4 1+025.001 650 11 30 47 0.200941 11.51 65.53 3.29 130.61 130.61 -2.50 Left5 5 1+463.153 2000 1 36 33 0.028085 1.61 28.09 0.20 56.17 56.17 -2.50 Right6 6 1+578.479 250 14 45 16 0.257514 14.75 32.37 2.09 64.38 64.38 -2.50 Left7 7 1+661.189 250 14 42 31 0.256714 14.71 32.27 2.07 64.18 64.18 -2.50 Right8 8 1+764+716 1000 2 58 33 0.051938 2.98 25.97 0.34 51.94 51.94 -2.50 Left9 9 2+164.299 600 13 5 56 0.228619 13.10 68.89 3.94 137.17 137.17 -2.50 Right

10 10 2+288.988 250 21 5 50 0.368216 21.10 46.55 4.30 92.05 92.05 -2.50 Left

1 1 0+311.098 1000 1 55 7 0.033486 1.92 16.74 0.14 33.49 33.49 -2.50 Left2 2 0+397.596 1000 2 32 31 0.044365 2.54 22.19 0.25 44.37 44.37 -2.50 Left3 3 0+480.844 300 3 35 0.062541 3.58 9.38 0.15 18.76 18.76 -2.50 Left

1 1 0+036.988 40 37 33 12 0.655429 37.55 13.60 2.25 26.22 26.22 1.00 Left2 2 0+075.115 150 12 37 26 0.220328 12.62 16.59 0.91 33.05 33.05 -2.50 Right

Road No. 22 Nagina Ghat To Banda Ghat

Road No. 23 Vazirabad Road To Banda Ghat

Road No. 24 Degloor Road Through C.R.C. To Gyanmata School (With an RUB or ROB crossing Railway)

Road No. 27 Dr. Savrikar Building To Navghat

Road No. 26 MahaDeo Dalmill To Gorakshan Chikalwadi Road





Sl. Nr.



elevation

3 3 0+186.323 100 55 16 5 0.96461 55.27 52.35 12.88 96.46 96.46 -2.50 Right4 4 0+258.342 150 7 43 46 0.134904 7.73 10.13 0.34 20.24 20.24 -2.50 Left5 5 0+287.37 50 21 43 39 0.379216 21.73 9.60 0.91 18.96 18.96 -2.50 Right6 6 0+318.192 100 15 21 48 0.268141 15.36 13.49 0.91 26.81 26.81 -2.50 Left7 7 0+396.515 150 11 30 49 0.20095 11.51 15.12 0.76 30.14 30.14 -2.50 Left8 8 0+450.780 50 25 28 54 0.444739 25.48 11.31 1.26 22.24 22.24 -2.50 Right9 9 0+479.718 100 13 35 17 0.237156 13.59 11.91 0.71 23.72 23.72 -2.50 Left

10 10 0+561.152 50 57 31 28 1.003991 57.52 27.44 7.04 50.20 50.20 1.00 Right11 11 0+648.774 15 70 2 49 1.22255 70.05 10.51 3.32 18.34 18.34 4.00 Left12 12 0+736.697 200 11 55 22 0.208092 11.92 20.88 1.09 41.62 41.62 -2.50 Right

1 1 0+336.926 1000 12 8 6 0.211796 12.14 106.30 5.63 211.80 211.80 -2.50 Left2 2 0+663.475 500 34 1 47 0.593931 34.03 153.01 22.89 296.97 296.97 -2.50 Right3 3 1+283.806 1000 8 8 12 0.142012 8.14 71.13 2.53 142.01 142.01 -2.50 Left

1 1 0+170.992 150 30 9 58 0.526498 30.17 40.43 5.35 78.97 78.97 -2.50 Right2 2 0+437.261 150 34 35 9 0.603637 34.59 46.70 7.10 90.55 90.55 -2.50 Right

1 1 0+144.189 250 16 4 50 0.280659 16.08 35.31 2.48 70.16 70.16 -2.50 Right2 2 0+243.329 300 10 31 20 0.183647 10.52 27.62 1.27 55.09 55.09 -2.50 Left3 3 0+429.164 1000 1 12 54 0.021206 1.22 10.60 0.06 21.21 21.21 -2.50 Right4 4 0+661.055 1000 1 25 3 0.02474 1.42 12.37 0.08 24.74 24.74 -2.50 Left5 5 0+776.43 100 21 28 06 0.374693 21.47 18.96 1.78 37.47 37.47 -2.50 Right

1 1 0+036.223 250 8 12 7 0.143151 8.20 17.92 0.64 35.79 35.79 -2.50 Left2 2 0+140.800 300 4 49 3 0.084081 4.82 12.62 0.27 25.22 25.22 -2.50 Left3 3 0+329.060 60 25 25 27 29 0.471379 27.01 0.434 0.208 0.055 32.91 2.15 3.28 53.28 4.00 Right4 4 0+788.981 300 30 13 47 0.527608 30.23 81.03 10.75 158.28 158.28 -2.50 Left5 5 0+903.978 300 3 33 30 0.062105 3.56 9.32 0.14 18.63 18.63 -2.50 Right6 6 0+970.267 300 5 23 59 0.094243 5.40 14.15 0.33 28.27 28.27 -2.50 Left7 7 1+097.66 500 1 53 36 0.033045 1.89 8.26 0.07 16.52 16.52 -2.50 Right8 8 1+157.168 300 2 43 41 0.047614 2.73 7.14 0.09 14.28 14.28 -2.50 Left9 9 1+272.851 500 9 23 2 0.16378 9.38 41.04 1.68 81.89 81.89 -2.50 Left

10 10 1+380.243 150 23 4 28 0.402725 23.07 30.62 3.09 60.41 60.41 -2.50 Left

Road No. 29 Crusher Road (From Degloor Road)To Keli Market (Ambedkar Chowk)

Road No. 28 A Khalsa RUB Approaches

Road No. 28 Bafna Petrol Pump To Old mondha To New Bridge On Godawari

Road No. 30 Latur Road To Milk Dairy





Sl. Nr.



elevation

11 11 1+460.607 300 2 52 15 0.050105 15.00 7.52 0.09 15.03 15.03 -2.50 Right

1 1 0+074.139 1000 1 16 29 0.022248 1.27 11.12 0.06 22.25 22.25 -2.50 Right2 2 0+333.54 1000 0 39 21 0.011446 0.66 5.72 0.02 11.45 11.45 -2.50 Left3 3 0+388.279 1000 0 44 35 0.012969 0.74 6.48 0.02 12.97 12.97 1.00 Right4 4 0+442.228 1000 1 8 30 0.019926 1.14 9.96 0.05 19.93 19.93 -2.50 Left5 5 0+507.256 1000 1 39 19 0.02889 1.66 14.45 0.10 28.89 28.89 -2.50 Right6 6 0+571.085 1000 1 45 33 0.030703 1.76 15.35 0.12 30.70 30.70 -2.50 Left7 7 0+775.730 300 19 34 44 0.341716 19.58 51.76 4.43 102.51 102.51 1.00 Right8 8 0+899.753 300 13 11 46 0.230316 13.20 34.70 2.00 69.09 69.09 -2.50 Left

1 1 0+272.304 2000 0 17 18 0.005032 0.29 5.03 0.01 10.06 10.06 -2.50 Left2 2 0+517.704 600 10 51 27 0.189499 10.86 57.02 2.70 113.70 113.70 -2.50 Right3 3 0+899.364 500 17 6 18 0.298539 17.11 75.19 5.62 149.27 149.27 -2.50 Left4 4 1+320.957 600 12 41 31 0.221516 12.69 66.73 3.70 132.91 132.91 -2.50 Left5 5 2+207.326 800 19 2 0.331622 19.00 133.88 11.12 265.30 265.30 -2.50 Right6 6 2+496.872 600 12 27 13 0.217357 12.45 65.46 3.56 130.41 130.41 -2.50 Left7 7 2+703.906 500 6 21 57 0.111105 6.37 27.80 0.77 55.55 55.55 -2.50 Right

1 1 0+092.899 125 13 22 20 0.233389 13.37 14.65 0.86 29.17 29.17 3.00 Right2 2 0+161.13 250 22 16 3 0.388641 22.27 49.20 4.80 97.16 97.16 -2.50 Left3 3 0+394.659 150 27 59 19 0.488493 27.99 37.38 4.59 73.27 73.27 3.00 Right4 4 0+525.319 1000 0 53 42 0.015621 0.90 7.81 0.03 15.62 15.62 -2.50 Left5 5 0+590.962 1000 2 32 40 0.044409 2.54 22.21 0.25 44.41 44.41 -2.50 Right6 6 0+663.070 550 3 16 48 0.057247 3.28 15.75 0.23 31.49 31.49 -2.50 Right7 7 0+896.072 1000 1 29 16 0.025967 1.49 12.98 0.08 25.97 25.97 -2.50 Right

S 1 0+330.343 600 16 10 55 0.282428 16.18 85.30 6.03 169.46 169.46 -0.03 Right2 2 0+685.931 500 4 42 36 0.082205 4.71 20.56 0.42 41.10 41.10 -0.03 Left3 3 0+814.349 10 102 25 8 1.787547 102.42 12.44 5.96 17.88 17.88 -0.03 Left4 4 1+234.710 15 89 37 3 1.56412 89.62 14.90 6.14 23.46 23.46 -0.03 Right5 5 1+324.833 500 7 17 12 0.127176 7.29 31.84 1.01 63.59 63.59 -0.03 Left5 5 1+531.983 200 24 47 5 0.432575 24.78 43.94 4.77 86.52 86.52 -0.03 Right6 6 1+962.587 300 18 13 21 0.318043 18.22 48.11 3.83 95.41 95.41 -0.03 Left

Road No. 32 Airport (Forest Naka) To Chhtrapati Nagar

Road No. 35 ShivajiNagar ROB To Nasaratpur

Road No. 34 Pawdewadi Naka To Rest House

Road No. 31 Navghat Bridge To Milk Dairy





Sl. Nr.



elevation

7 7 2+397.308 50 100 10 5 1.748262 100.17 59.77 27.92 87.41 87.41 0.02 Left

1 1 0+277.307 60 82 21 41 1.437477 82.36 52.49 19.72 86.25 86.25 1.00 Left

1 1 2+522.434 1000 2 19 27 0.040564 2.32 20.28 0.21 40.56 40.56 -2.50 Right1 1 2+863.184 500 10 8 50 0.177102 10.15 44.39 1.97 88.55 88.55 -2.50 Right

1 1 0+047.928 290 15 38 35 0.273023 15.64 39.84 2.72 79.18 79.18 -2.50 Right2 2 0+194.642 2000 0 57 3 0.016595 0.95 16.60 0.07 33.19 33.19 -2.50 Left3 3 2+087.132 2000 1 13 11 0.021288 1.22 21.29 0.11 42.58 42.58 -2.50 Left

1 1 0+162.921 800 14 2 19 0.24502 14.04 98.50 6.04 196.02 196.02 -2.50 Left2 2 0+300.173 1500 02 6 12 0.03671 2.10 27.54 0.25 55.07 55.07 -2.50 Right3 3 0+842.886 16 133 38 6 2.332371 133.64 37.36 24.64 37.32 37.32 -2.50 Right4 4 1+012.664 16 125 59 55 2.199091 126.00 31.40 19.24 35.19 35.19 -2.50 Left5 5 1+145.862 3000 2 28 5 0.043076 2.47 64.62 0.70 129.23 129.23 -2.50 Left6 6 1+471.565 1000 1 41 29 0.02952 1.69 14.76 0.11 29.52 29.52 -2.50 Right7 7 1+983.318 500 2 26 6 0.042499 2.44 10.63 0.11 21.25 21.25 -2.50 Left8 8 2+023.244 300 8 35 56 0.150079 8.60 22.55 0.85 45.02 45.02 -2.50 Right

1 1 0+950.739 2000 0 15 50 0.004606 0.26 4.61 0.01 9.21 9.21 -2.50 Left2 2 1+291.442 2000 0 9 8 0.002657 0.15 2.66 0.00 5.31 5.31 -2.50 Right

1 1 0+375.140 5000 0 19 39 0.005716 0.33 14.29 0.02 28.58 28.58 -2.50 Left1 1 0+848.827 240 15 15 48 13 54 0.841801 48.23 0.039 0.031 0.779 121.65 22.99 187.03 217.03 2.00 Left

Road No. 42 Degloor Road Junction To Old Godawari River Bridge

Road No. 41 Gakul Dairy To Degloor Road Junction

Road No. 40 BhagyaNagar To Yashwant College To Railway station

Road No. 39 Anand Nagar Road

Road No. 37 Shivaji Statue (Thru Z.P. Girls School)To Degloor Road

Road No. 38A Part Of Western Bypass(Sothern Part inclu. Bridge)


Table no.4.3

LEVEL LENGTH TYPE Grade Grade Grade K LEVEL OFOF OF OF IN OUT DIFFERENCE ST. OF END OF ST. OF END OF ROAD

(m) PVI CURVE CURVE (%) (%) (%) CURVE CURVE CURVE CURVE AT PVI

1 0 361.5652 194.398 357.078 100 Sag -2.308 -0.100 2.208 45.286 144.398 244.398 358.232 357.028 357.3543 479.464 356.793 150 Hog -0.100 3.300 3.400 44.120 404.464 554.464 356.868 359.268 357.4304 683.626 363.530 120 Sag 3.300 0.200 -3.100 38.712 623.626 743.626 361.550 363.650 363.0655 1010.566 364.184 120 Hog 0.200 -3.300 -3.500 34.284 950.566 1070.566 364.064 362.204 363.65912 1217.312 357.361

Details of Vertical Curves for Vertical Curves

Sl. NO. CHAINAGECHAINAGE LEVEL

VALUE

Table no.4.3



1 0 4.1252 333.623 3.482 80 Sag -0.193 3.300 3.493 22.905 293.623 373.623 3.559 4.802 3.8313 642.500 13.675 120 Hog 3.300 -3.800 -7.100 16.901 582.500 702.500 11.695 11.395 12.6104 877.014 4.763 80 Sag -3.800 -0.140 3.660 21.856 837.014 917.014 6.283 4.707 5.1295 023.793 5.956 80 Hog -0.140 -0.306 -0.166 481.344 -16.207 63.793 6.012 5.834 5.9396 335.206 5.003 120 Sag -0.306 3.300 3.606 33.277 275.206 395.206 5.187 6.983 5.5447 675.022 16.217 90 Hog 3.300 0.500 -2.800 32.145 630.022 720.022 14.732 16.442 15.9028 933.137 17.508 100 Hog 0.500 0.925 0.425 235.549 883.137 983.137 17.258 17.970 17.5619 384.529 12.435 90 Hog 0.925 -0.344 -1.269 70.927 339.529 429.529 12.019 12.280 12.29210 2617.449 4.749 120 Sag -0.344 -0.295 0.049 2454.154 2557.449 2677.449 4.956 4.572 4.75611 2982.820 3.670 90 Sag -0.295 0.118 0.414 217.565 2937.820 3027.820 3.803 3.723 3.71712 3451.757 4.225

Details of Vertical Curves for Vertical Curves


VALUE

Details of Vertical Curves Annexure 3.2



1 0 363.0902 360 366.000 60 Sag 0.808 -0.746 -1.554 38.598 330.000 390.000 365.758 365.776 365.8833 750 363.090

1 0 363.0902 180 360.825 60 Sag -1.258 -0.357 0.901 66.579 150.000 210.000 361.203 360.718 360.8933 320 360.325 40 Sag -0.357 -0.457 -0.099 402.098 300.000 340.000 360.396 360.234 360.3204 539 359.325

1 0 359.4252 220 358.825 40 Sag -0.273 1.050 1.323 30.241 200.000 240.000 358.880 359.035 358.8913 420 360.925 40 Sag 1.050 -0.214 -1.264 31.638 400.000 440.000 360.715 360.882 360.8624 700 360.325

1 0 357.4032 27.487 357.183 40 Sag -0.800 1.077 1.878 21.305 7.487 47.487 357.343 357.398 357.2773 59.98 357.533 20 Hog 1.077 0.513 -0.564 35.464 49.980 69.980 357.425 357.584 357.5194 120.191 357.842 40 Sag 0.513 1.334 0.821 48.721 100.191 140.191 357.739 358.109 357.8835 204.212 358.963 40 Hog 1.334 -0.321 -1.655 24.165 184.212 224.212 358.696 358.899 358.8806 251.864 358.810 50 Hog -0.321 13.439 13.760 3.634 226.864 276.864 358.890 362.170 359.6707 306.669 366.175

1 0 357.4042 28.036 357.629 50 Hog 0.803 3.265 2.462 20.308 3.036 53.036 357.428 358.445 357.7833 79.558 359.311 50 Hog 3.265 1.615 -1.650 30.306 54.558 104.558 358.495 359.715 359.2084 344.921 363.596 50 Hog 1.615 -6.793 -8.408 5.947 319.921 369.921 363.192 361.898 363.0715 438.076 357.268 100 Sag -6.793 -1.533 5.260 19.013 388.076 488.076 360.664 356.501 357.925

Road No. 04 Keli Market (Ambedkar Chowk) To Barki Chowk

Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat

VERTICAL CURVE DETAILS

Road No. 1 Railway Station To Vazirbad Police Station

Road No. 2 Vazirabad Police Station Gurudwara gate No.1

Road No. 3 Gurudwara Gate No. 1 To Keli Market (Upto Crusher Road /Ambedkar Chowk)


VALUE

ANNE3-2Vertical Curves-R2 nanded 3 / 12 Details of Vertical Curves


Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat6 546.926 355.599 40 Sag -1.533 -1.835 -0.302 132.635 526.926 566.926 355.906 355.232 355.5847 769.338 351.518

1 0 362.9322 78.496 363.920 50 Sag 1.259 -5.073 -6.332 7.896 53.496 103.496 363.605 362.652 363.5243 181.879 358.675 100 Sag -5.073 -0.814 4.259 23.479 131.879 231.879 361.212 358.268 359.2074 264.782 358.000

1 0.023 379.6052 97.237 379.358 100 Sag -0.254 -1.273 -1.019 98.155 47.237 147.237 379.485 378.722 379.2313 260.332 377.282 40 Sag -1.273 -1.495 -0.222 180.041 240.332 280.332 376.546 376.983 377.2714 420.193 374.892 60 Hog -1.495 -2.915 -1.420 42.263 390.193 450.193 375.341 374.018 374.7865 540.204 371.394 40 Hog -2.915 -1.758 1.157 34.580 520.204 560.204 371.977 371.042 371.4526 660.114 369.286 40 Hog -1.758 -0.793 0.965 41.431 640.114 680.114 369.638 369.127 369.3347 800.047 368.177 40 Hog -0.793 -0.246 0.547 73.192 780.047 820.047 368.336 368.128 368.2048 1154.089 367.306 40 Hog -0.246 -0.042 0.204 195.830 1134.089 1174.089 367.355 367.298 367.3169 1321.724 367.236 40 Hog -0.042 0.550 0.592 67.622 1301.724 1341.724 367.244 367.346 367.26610 1479.973 368.106 40 Hog 0.550 0.050 -0.500 80.028 1459.973 1499.973 367.996 368.116 368.08111 1662.192 368.197 40 Hog 0.050 -0.686 -0.736 54.327 1642.192 1682.192 368.187 368.060 368.16012 1839.364 366.981 40 Hog -0.686 -0.215 0.471 84.837 1819.364 1859.364 367.118 366.938 367.00513 2100.018 366.421 40 Hog -0.215 -0.179 0.035 1131.584 2080.018 2120.018 366.464 366.385 366.42314 2300.023 366.062 40 Hog -0.179 -0.335 -0.155 257.354 2280.023 2320.023 366.098 365.995 366.05415 2440.055 365.593 40 Hog -0.335 -0.883 -0.548 72.959 2420.055 2460.055 365.660 365.416 365.56616 2529.505 364.803 75 Sag -0.883 5.328 6.212 12.074 2492.005 2567.005 365.134 366.801 365.38517 2654.232 371.449 170 Sag 5.328 -5.553 -10.881 15.624 2569.232 2739.232 366.920 366.729 369.13718 2836.618 361.322 125 Hog -5.553 0.186 5.738 21.783 2774.118 2899.118 364.792 361.438 362.21919 3143.848 361.893 40 Hog 0.186 0.391 0.205 194.803 3123.848 3163.848 361.856 361.971 361.90320 3239.965 362.269

1 0.052 361.7032 120.102 361.009 38 Sag -0.578 -1.709 -1.131 33.608 101.102 139.102 361.119 360.684 360.9553 160.072 360.326 38 Hog -1.709 0.088 1.797 21.150 141.072 179.072 360.651 360.343 360.4114 299.992 360.449 40 Hog 0.088 -0.970 -1.058 37.794 279.992 319.992 360.431 360.255 360.396

Road No. 06 Darbar Masjid ChowkTo Fort

Road No. 7 Regional Workshop To Mutha Chowk

Road No. 8 Mutha Chowk To Mahveer Chowk To Tower Bakri Chowk To Degloor Naka



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat5 416.330 359.320 40 Hog -0.970 -1.974 -1.004 39.845 396.330 436.330 359.514 358.925 359.2706 458.825 358.481 40 Hog -1.974 -0.799 1.175 34.040 438.825 478.825 358.876 358.321 358.5407 603.335 357.326 40 Hog -0.799 0.094 0.893 44.788 583.335 623.335 357.486 357.345 357.3718 759.994 357.473 40 Hog 0.094 0.046 -0.047 842.606 739.994 779.994 357.454 357.482 357.4719 979.999 357.575 40 Hog 0.046 -0.013 -0.059 675.387 959.999 999.999 357.566 357.572 357.57210 1119.938 357.557 40 Hog -0.013 1.407 1.420 28.167 1099.938 1139.938 357.560 357.838 357.62811 1299.935 360.090 40 Hog 1.407 0.043 -1.364 29.326 1279.935 1319.935 359.809 360.099 360.02212 1420.093 360.142 40 Hog 0.043 -1.485 -1.528 26.179 1400.093 1440.093 360.133 359.845 360.06613 1645.057 356.802 60 Hog -1.485 0.437 1.922 31.218 1615.057 1675.057 357.247 356.933 356.94614 1779.980 357.392 40 Hog 0.437 0.015 -0.422 94.723 1759.980 1799.980 357.305 357.395 357.37115 1899.960 357.410 40 Hog 0.015 0.877 0.862 46.405 1879.960 1919.960 357.407 357.585 357.45316 2036.566 358.608 40 Hog 0.877 1.984 1.107 36.124 2016.566 2056.566 358.433 359.005 358.66317 2111.858 360.102 80 Hog 1.984 -1.006 -2.991 26.751 2071.858 2151.858 359.308 359.699 359.80318 2320.055 358.007 40 Hog -1.006 -0.212 0.794 50.385 2300.055 2340.055 358.208 357.965 358.04719 2658.618 357.288 40 Hog -0.212 0.777 0.989 40.428 2638.618 2678.618 357.330 357.443 357.33720 2760.155 358.077 40 Hog 0.777 1.406 0.629 63.578 2740.155 2780.155 357.922 358.358 358.10821 2903.235 360.089 40

1 0.424 360.3652 108.121 360.069 60 Sag -0.275 -0.850 -0.575 104.324 78.121 138.121 360.151 359.814 360.0263 198.594 359.300 60 Hog -0.850 0.290 1.140 52.645 168.594 228.594 359.555 359.387 359.3854 440.192 360.000 40 Hog 0.290 -0.052 -0.341 117.144 420.192 460.192 359.942 359.990 359.9835 768.862 359.830 40 Hog -0.052 -0.265 -0.213 187.435 748.862 788.862 359.840 359.777 359.8196 1261.826 358.523 40 Hog -0.265 0.078 0.343 116.677 1241.826 1281.826 358.576 358.539 358.5407 1520.527 358.724 60 Hog 0.078 -0.272 -0.349 171.815 1490.527 1550.527 358.701 358.643 358.6988 1845.000 357.843 150 Hog -0.272 3.309 3.581 41.890 1770.000 1920.000 358.047 360.325 358.5149 2257.691 371.500 200 Hog 3.309 -3.301 -6.610 30.258 2157.691 2357.691 368.191 368.199 369.84810 2697.000 357.000 200 Hog -3.301 1.272 4.573 43.734 2597.000 2797.000 360.301 358.272 358.14311 3058.589 361.601 40 Hog 1.272 1.274 0.001 28076.696 3038.589 3078.589 361.347 361.856 361.60112 3443.167 366.500 150 Hog 1.274 -1.762 -3.036 49.406 3368.167 3518.167 365.545 365.178 365.93113 3830.008 359.683

1 0 361.5652 194.398 357.078 100 Sag -2.308 -0.100 2.208 45.286 144.398 244.398 358.232 357.028 357.354

Road No. 9 Degloor Naka (with ROB Maltekadi Railway station) To Hingoli Road

Road No. 10 Mutha Chowk To Gowardhan Ghat (With a Bridge on godawari) To Latur Road (thru Kautha)



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat3 479.464 356.793 150 Sag -0.100 3.300 3.400 44.120 404.464 554.464 356.868 359.268 357.4304 683.626 363.530 120 Sag 3.300 0.200 -3.100 38.712 623.626 743.626 361.550 363.650 363.0655 1010.566 364.184 120 Sag 0.200 -3.300 -3.500 34.284 950.566 1070.566 364.064 362.204 363.6596 1217.312 357.361 150 Sag -3.300 0.220 3.520 42.609 1142.312 1292.312 359.836 357.526 358.0217 1720 358.468 200 Sag 0.220 -0.130 -0.350 571.270 1620.000 1820.000 358.248 358.338 358.3808 2586.947 357.342 200 Sag -0.130 -0.316 -0.186 1073.679 2486.947 2686.947 357.472 357.026 357.2959 2790.011 356.700

1 0 360.5012 142.904 359.720 100 Sag -0.547 0.759 1.306 76.587 92.904 192.904 359.993 360.100 359.8834 417.143 361.802

1 0 359.5382 166.841 360.908 100 Sag 0.821 0.131 -0.690 144.863 116.841 216.841 360.497 360.973 360.8223 346.46 361.143 50 Sag 0.131 0.932 0.801 62.383 321.460 371.460 361.110 361.376 361.1934 417.143 361.802

1 0 362.9362 212.29 361.000 50 Sag -0.912 0.000 0.912 54.827 187.290 237.290 361.228 361.000 361.0573 370.921 361.000 80 Hog 0.000 -0.810 -0.810 98.762 330.921 410.921 361.000 360.676 360.9194 666.466 358.606

1 0 363.3162 312.114 361.450 100 Sag -0.598 -0.189 0.409 244.781 262.114 362.114 361.749 361.355 361.5013 668.635 360.775 100 Sag -0.189 -0.703 -0.514 194.588 618.635 718.635 360.870 360.423 360.7114 977.635 358.602

1 0 357.8552 102.376 356.135 60 Sag -1.680 -0.278 1.402 42.784 72.376 132.376 356.639 356.052 356.2403 150.992 356.000

1 0.56 355.686

Road No. 11 Gurudwara Parikrama -II

Road No. 12 Baryam Singh Wine Shop Gurudwar Gate No. 2 To Yatri Niwas

Road No. 14 Chikalwadi Road To Bhagat Singh Road To Crushe Road

Road No. 15 Gurudwara Gate No. 3/4 To Bhagat Singh Road

Road No. 16 Gurudwara Gate No.4 (Parikrama) To Gurudwara Road (Lohar Galli C.C. Road)

Road No. 13 Chikhalwadi Road To Bhagat Singh Road



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat2 95.41 354.435 100 Sag -1.319 1.797 3.116 32.090 45.410 145.410 355.094 355.334 354.8253 313.405 358.353 100 Hog 1.797 0.740 -1.057 94.598 263.405 363.405 357.454 358.723 358.2214 420 359.142

1 0 358.7302 135.65 359.506 100 Hog 0.572 -0.921 -1.493 66.980 85.650 185.650 359.220 359.046 359.3193 447.511 356.634 50 Sag -0.921 -0.205 0.716 69.804 422.511 472.511 356.864 356.583 356.6794 719.224 356.078

1 0 357.4642 118.311 360.894 100 Hog 2.899 1.592 -1.307 76.529 68.311 168.311 359.444 361.690 360.7318 237.499 362.792

1 0 360.8162 76.084 361.462 100 Sag 0.849 4.000 3.151 31.736 26.084 126.084 361.037 363.462 361.8563 393.403 374.155 200 Hog 4.000 -3.000 -7.000 28.571 293.403 493.403 370.155 371.155 372.4054 785.100 362.404 125 Hog -3.000 0.450 3.450 36.230 722.600 847.600 364.279 362.685 362.9435 1013.930 363.434 40 Hog 0.450 0.253 -0.197 203.089 993.930 1033.930 363.344 363.485 363.4246 1190.5 363.881 60 Hog 0.253 -1.474 -1.727 34.744 1160.500 1220.500 363.805 363.439 363.7517 1314.740 362.050 60 Hog -1.474 -2.420 -0.946 63.422 1284.740 1344.740 362.492 361.324 361.9798 1518.930 357.109 60 Hog -2.420 -0.437 1.983 30.256 1488.930 1548.930 357.835 356.978 357.2589 1634.57 356.604 60 Hog -0.437 -3.109 -2.672 22.451 1604.570 1664.570 356.735 355.671 356.4047 1754.570 352.873 60 Hog -3.109 1.432 4.541 13.213 1724.570 1784.570 353.806 353.303 353.2148 1814.570 353.732

1 0 354.4612 83.451 353.264 100 Sag -1.434 2.377 3.812 26.235 33.451 133.451 353.981 354.453 353.7403 216.627 356.430 100 Hog 2.377 -0.182 -2.559 39.076 166.627 266.627 355.241 356.339 356.1104 380.011 356.133

1 0 358.6732 24.973 358.979 30 Hog 1.225 -1.878 -3.104 9.666 9.973 39.973 358.795 358.697 358.8633 114.472 357.298 40 Sag -1.878 0.504 2.382 16.794 94.472 134.472 357.674 357.399 357.417

Road No. 17 Gurudwara Gate No.1 To Dena Bank To Nagina Ghat (Partially Pedestrian Road)

Road No. 23 Vazirabad Road To Banda Ghat

Road No. 18 Gandhi Statue To Mahaveer Chowk

Road No. 19 Hingoli Gate(RUB) To Forest Office To Banda Ghat

Road No. 22 Nagina Ghat To Banda Ghat



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat4 159.948 357.527 50 Hog 0.504 -2.566 -3.070 16.288 134.948 184.948 357.401 356.567 357.3355 232.427 355.667 60 Sag -2.566 -3.011 -0.445 134.787 202.427 262.427 355.041 354.764 355.6346 303.955 353.513 60 Sag -3.011 1.744 4.755 12.618 273.955 333.955 354.094 354.036 353.8707 361.071 354.509

1 0 360.1882 55.893 360.188 50 Sag 0.000 -0.250 -0.250 199.971 30.893 80.893 360.188 360.125 360.1723 653.407 358.694 100 Hog -0.250 0.250 0.500 199.890 603.407 703.407 358.819 358.819 358.7574 1009.867 359.586 150 Hog 0.250 -2.000 -2.251 66.649 934.867 1084.867 359.398 358.086 359.1645 1254.573 354.691 250 Hog -2.000 2.000 4.001 62.490 1129.573 1379.573 357.191 357.191 355.9416 1457.192 358.744 150 Hog 2.000 0.250 -1.750 85.694 1382.192 1532.192 357.244 358.931 358.4167 1911.806 359.880 200 Hog 0.250 -0.372 -0.621 321.839 1811.806 2011.806 359.630 359.508 359.7258 2412.956 358.018

1 0 364.0492 191.785 364.375 100 Sag 0.170 -0.408 -0.577 173.164 141.785 241.785 364.290 364.171 364.3033 529.205 363.000

1 0 358.6022 63.623 358.915 50 Sag 0.492 -1.958 -2.450 20.406 38.623 88.623 358.792 358.425 358.7623 161.718 356.994 100 Sag -1.958 1.268 3.226 30.997 111.718 211.718 357.973 357.628 357.3974 285.711 358.566 50 Sag 1.268 -1.113 -2.381 21.001 260.711 310.711 358.249 358.288 358.4175 534.215 355.800 50 Sag -1.113 0.241 1.354 36.932 509.215 559.215 356.078 355.860 355.8856 589.867 355.934 50 Sag 0.241 1.263 1.022 48.906 564.867 614.867 355.874 356.250 355.9987 691.042 357.212 100 Sag 1.263 -0.479 -1.742 57.397 641.042 741.042 356.580 356.972 356.9948 796.869 356.705

1 0 361.4082 122.893 360.819 50 Sag -0.479 0.498 0.977 51.181 97.893 147.893 360.939 360.943 360.8803 280.031 361.601 100 Hog 0.498 -0.684 -1.181 84.653 230.031 330.031 361.352 361.259 361.4534 438.740 360.516 100 Hog -0.684 -1.058 -0.374 267.026 388.740 488.740 360.858 359.987 360.4695 733.598 357.396 100 Hog -1.058 1.057 2.115 47.285 683.598 783.598 357.925 357.924 357.6606 939.992 359.577 60 Hog 1.057 -0.988 -2.045 29.346 909.992 969.992 359.260 359.281 359.424

Road No. 27 Dr. Savrikar Building To Navghat

Road No. 28 Bafna Petrol Pump To Old mondha To New Bridge On Godawari

Road No. 24 Degloor Road Through C.R.C. To Gyanmata School (With an RUB or ROB crossing Railway)

Road No. 26 MahaDeo Dalmill To Gorakshan Chikalwadi Road



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat7 1048.405 358.506 70 Hog -0.988 1.943 2.931 23.882 1013.405 1083.405 358.852 359.186 358.7628 1125.650 360.007 50 Hog 1.943 -0.234 -2.178 22.962 1100.650 1150.650 359.521 359.948 359.8719 1223.779 359.777 50 Hog -0.234 -1.321 -1.087 45.997 1198.779 1248.779 359.836 359.447 359.70910 1338.428 358.262 70 Hog -1.321 1.973 3.294 21.250 1303.428 1373.428 358.724 358.952 358.55011 1398.245 359.442

1 0 360.943108.524 360.760 Sag -0.169 -0.358 -0.189

2 310.968 360.036 100 Sag -0.358 -2.500 -2.143 46.673 260.968 360.968 360.010 358.786 359.7683 420.000 357.310 100 Hog -2.500 2.500 5.000 19.999 370.000 470.000 358.560 358.560 357.9354 583.920 361.408 100 Hog 2.500 0.000 -2.500 40.000 533.920 633.920 360.158 361.408 361.0965 646.611 361.408

1 0 360.1752 89.746 360.624 60 Sag 0.500 -0.318 -0.819 73.299 59.746 119.746 360.474 360.529 360.5633 618.544 358.941 30 Hog -0.318 -0.786 -0.468 64.165 603.544 633.544 358.989 358.823 358.9234 694.771 358.342 50 Hog -0.786 0.619 1.405 35.588 669.771 719.771 358.538 358.497 358.4305 771.972 358.820 30 Hog 0.619 -0.594 -1.213 24.736 756.972 786.972 358.727 358.731 358.7756 798.25 358.664

1 0 357.9522 520 353.058 100 Sag -0.941 0.300 1.241 80.570 470.000 570.000 353.529 353.208 353.2133 720 353.658 100 Hog 0.300 2.221 1.921 52.068 670.000 770.000 353.508 354.768 353.8984 981.959 359.475 100 Hog 2.221 0.772 -1.448 69.043 931.959 1031.959 358.365 359.861 359.2945 1349.095 362.310 150

1 0 363.5062 775.053 354.205 150 Sag -1.200 1.199 2.399 62.526 700.053 850.053 355.105 355.104 354.6554 944.201 356.233

1 0 376.7292 65.008 376.532 50 Sag -0.303 -0.670 -0.367 136.234 40.008 90.008 376.608 376.364 376.5093 270.961 375.152 100 Hog -0.670 0.546 1.217 82.202 220.961 320.961 375.487 375.425 375.304

Road No. 31 Navghat Bridge To Milk Dairy

Road No. 32 Airport (Forest Naka) To Chhtrapati Nagar

Road No. 28 A Khalsa RUB Approaches

Road No. 29 Crusher Road (From Degloor Road)To Keli Market (Ambedkar Chowk)

Road No. 30 Latur Road To Milk Dairy



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat4 609.874 377.004 50 Hog 0.546 1.073 0.526 94.996 584.874 634.874 376.867 377.272 377.0375 785.584 378.889 100 Hog 1.073 -0.150 -1.223 81.792 735.584 835.584 378.353 378.814 378.7366 971.132 378.611 50 Hog -0.150 0.838 0.988 50.591 946.132 996.132 378.648 378.821 378.6737 1087.173 379.584 100 Hog 0.838 0.063 -0.776 128.898 1037.173 1137.173 379.165 379.615 379.4878 1377.484 379.766 200 Hog 0.063 -0.415 -0.478 418.348 1277.484 1477.484 379.703 379.351 379.6469 1822.378 377.918 100 Hog -0.415 0.250 0.666 150.231 1772.378 1872.378 378.126 378.043 378.00110 2042.947 378.470 100 Hog 0.250 -0.742 -0.992 100.771 1992.947 2092.947 378.345 378.099 378.34611 2302.755 376.542 100 Hog -0.742 -0.261 0.481 208.008 2252.755 2352.755 376.913 376.411 376.60212 2842.674 375.131 100 Hog -0.261 -0.462 -0.201 497.526 2792.674 2892.674 375.262 374.900 375.10613 3141.162 373.751 200 Hog -0.462 0.400 0.863 231.839 3041.162 3241.162 374.213 374.151 373.96714 3713.179 376.041 200 Hog 0.400 -0.456 -0.857 233.508 3613.179 3813.179 375.641 375.585 375.82715 3953.881 374.943

1 0 367.4892 206.354 367.699 100 Sag 0.102 -1.032 -1.133 88.228 156.354 256.354 367.648 367.183 367.5573 392.269 365.781 100 Hog -1.032 0.423 1.454 68.757 342.269 442.269 366.297 365.992 365.9634 908.652 367.964 200 Hog 0.423 -1.337 -1.760 113.638 808.652 1008.652 367.541 366.627 367.5245 1038.249 366.231

1 0 366.7562 105.211 362.263 125 Hog -4.270 1.433 5.704 21.915 42.711 167.711 364.932 363.159 363.1543 252.077 364.368 60 Hog 1.433 -1.044 -2.478 24.216 222.077 282.077 363.938 364.055 364.1824 530.983 361.455 50 Hog -1.044 -0.342 0.702 71.187 505.983 555.983 361.716 361.369 361.4995 1199.862 359.167 100 Hog -0.342 -0.998 -0.656 152.461 1149.862 1249.862 359.338 358.668 359.0856 1503.879 356.133 150 Hog -0.998 0.409 1.407 106.608 1428.879 1578.879 356.881 356.440 356.3977 2147.808 358.767 150 Hog 0.409 -0.393 -0.802 187.037 2072.808 2222.808 358.460 358.472 358.6178 2568.751 357.113

1 0 364.1922 82.342 364.492 100 Hog 0.364 -0.406 -0.770 129.896 32.342 132.342 364.310 364.289 364.3963 332.889 363.476 100 Sag -0.406 -0.563 -0.158 634.844 282.889 382.889 363.679 363.194 363.4564 520.445 362.420

Road No. 37 Shivaji Statue (Thru Z.P. Girls School)To Degloor Road

Road No. 38A Part Of Western Bypass(Sothern Part inclu. Bridge)

Road No. 34 Pawdewadi Naka To Rest House

Road No. 35 ShivajiNagar ROB To Nasaratpur



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat1 0 364.5362 153.894 365.293 100 Sag 0.492 -1.253 -1.745 57.318 103.894 203.894 365.047 364.667 365.0753 297.498 363.494 100 Sag -1.253 0.110 1.363 73.377 247.498 347.498 364.120 363.549 363.6644 618.18 363.847 200 Sag 0.110 -0.319 -0.429 466.445 518.180 718.180 363.737 363.528 363.7405 1063.744 362.427 200 Sag -0.319 0.359 0.677 295.279 963.744 1163.744 362.746 362.786 362.5966 1603.859 364.364 200 Sag 0.359 -0.331 -0.689 290.180 1503.859 1703.859 364.005 364.033 364.1927 2060 362.856 200 Sag -0.331 -0.706 -0.375 533.209 1960.000 2160.000 363.187 362.150 362.7628 2708.871 358.277 200 -0.706 -0.239 0.467 428.713 2608.871 2808.871 358.983 358.038 358.3949 3154.570 357.211

1 0 741.0002 52.335 741.264 80 Sag 0.504 -2.642 -3.146 25.429 12.335 92.335 741.062 744.796 740.9493 188.391 737.670 50 Sag -2.642 -1.211 1.431 34.951 163.391 213.391 738.330 736.537 737.7594 509.125 733.786 50 Hog -1.211 -1.417 -0.206 242.569 484.125 534.125 736.035 733.432 733.7735 911.849 728.079 100 Hog -1.417 -0.249 1.168 85.591 861.849 961.849 728.788 727.955 728.2256 2117.448 725.080

1 0 364.1982 109.192 363.307 100 Sag -0.816 0.326 1.142 87.538 59.192 159.192 363.715 363.470 363.4503 577.074 364.834 100 Hog 0.326 -0.196 -0.523 191.286 527.074 627.074 364.671 364.736 364.7694 881.533 364.236 100 Hog -0.196 0.222 0.418 239.196 831.533 931.533 364.334 364.347 364.2885 1089.967 364.698 100 Hog 0.222 -0.522 -0.744 134.497 1039.967 1139.967 364.587 364.437 364.6056 1575.729 362.163 100 Hog -0.522 0.625 1.147 87.217 1525.729 1625.729 362.424 362.475 362.3067 1855.544 363.911 100 Hog 0.625 1.707 1.082 92.388 1805.544 1905.544 363.599 364.765 364.0468 2051.843 367.262

1 1.002 404.7772 359.379 399.749 200 Sag -1.403 -1.200 0.203 984.288 259.379 459.379 401.152 398.549 399.8004 745.777 395.113 60 Hog -1.200 1.199 2.399 25.015 715.777 775.777 395.473 395.473 395.2935 888.839 396.828

1 50 361.8912 63.644 362.069 200 Sag 1.305 -0.592 -1.897 105.456 -36.356 163.644 360.764 361.477 361.595

Road No. 40 BhagyaNagar To Yashwant College To Railway station

Road No. 41 Gakul Dairy To Degloor Road Junction

Road No. 42 Degloor Road Junction To Old Godawari River Bridge

Road No. 39 Anand Nagar Road



Road No. 05 Bakri Chowk To Darbar Masjid Chowk To Navghat3 996.526 356.547 150 Hog -0.592 1.671 2.263 66.277 921.526 1071.526 356.991 357.800 356.9714 1213.604 360.175 60 Hog 1.671 0.120 -1.552 38.667 1183.604 1243.604 359.674 360.211 360.0595 1256.259 360.226


Annexure 3.3

Years TW Auto Car Buses LCV Trucks Tractor Cycles Hand Cts.2006-2011 5.00 4.00 5.00 2.00 4.00 4.00 4.00 2.00 2.002011-2016 4.00 3.00 4.00 2.00 3.00 3.00 3.00 2.00 2.002016-2021 3.00 3.00 3.00 2.00 3.00 3.00 2.00 2.00 2.002021-2026 3.00 3.00 3.00 2.00 2.00 2.00 2.00 2.00 2.002026-2031 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.002031-2036 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Traffic Growth factors

ANNE-3-3 ANALYSIS-MOSL Growth Traffic Growth Factor

Classified Traffic Volume Count SurveyName of the Road: Degloor Road Total TrafficLocation :Tyre Board Year: 2006

3-Seater 6-SeaterGoods Auto Car

Jeep/Van

Govt C/J/V

Mini Bus

Pvt Bus

Stand Bus LCV Truck

Semi Articulated

Articulated

Tractor Trailor

08.00-09.00 210 120 1 22 30 24 2 15 6 4 25 11 102 37 3 1 1 122 9 7 750 106309.00-10.00 343 174 0 30 39 29 3 14 20 7 28 24 149 52 2 2 1 177 19 6 1120 155610.00-11.00 278 178 0 26 32 24 1 12 13 6 32 23 127 47 1 0 1 123 30 14 970 141511.00-12.00 317 203 0 36 38 38 5 15 15 4 40 25 178 49 1 2 2 110 31 14 1123 168112.00-13.00 354 188 0 35 36 34 2 17 12 7 35 24 189 48 2 2 2 83 27 14 1113 166713.00-14.00 286 197 0 36 26 24 3 12 15 6 33 26 166 45 1 1 2 71 32 11 992 153014.00-15.00 253 197 1 31 31 35 2 14 16 6 31 20 163 48 1 3 3 63 17 7 941 148915.00-16.00 258 164 0 33 34 30 3 13 18 6 28 19 179 35 2 2 2 85 26 11 947 143216.00-17.00 237 198 0 38 39 33 2 15 23 3 32 21 181 45 5 4 4 65 33 6 983 157617.00-18.00 304 210 0 39 35 42 5 12 20 5 32 17 180 56 1 2 3 79 32 9 1081 167818.00-19.00 290 214 1 42 38 47 3 15 27 7 40 23 204 44 1 1 8 75 31 12 1122 175519.00-20.00 301 201 0 33 32 45 3 11 19 10 28 25 164 55 5 3 3 106 21 9 1074 163620.00-21.00 258 136 0 17 34 35 0 5 11 7 21 23 129 36 1 0 1 87 14 5 820 118421.00-22.00 212 123 1 22 28 30 0 4 3 8 11 27 102 45 3 1 2 69 11 4 705 106922.00-23.00 149 93 0 8 25 23 1 1 3 2 11 19 76 53 2 1 2 54 5 1 530 85623.00-00.00 127 60 0 9 22 31 2 0 1 3 6 19 76 41 1 0 0 32 8 2 439 69800.00-01.00 52 19 0 6 14 22 2 1 0 3 2 12 66 35 1 0 0 9 3 1 247 45101.00-02.00 26 6 0 3 7 10 0 0 1 4 2 10 49 25 1 1 0 4 0 1 150 30002.00-03.00 9 2 0 3 4 10 0 0 1 4 1 6 41 36 5 0 2 1 0 0 125 31203.00-04.00 5 2 0 0 3 7 1 0 0 1 2 5 42 33 3 0 0 1 1 0 106 27104.00-05.00 8 2 0 1 3 9 0 1 1 1 2 4 47 25 0 0 0 3 1 0 111 25005.00-06.00 27 16 0 8 8 12 1 2 0 0 4 6 65 18 1 0 2 15 4 1 190 34506.00-07.00 99 56 0 7 10 21 2 4 0 2 6 10 76 42 0 0 0 77 4 1 418 65107.00-08.00 162 90 0 14 20 33 2 12 5 3 19 10 88 42 4 1 0 118 12 3 638 922

Total 4566 2848 3 498 585 648 45 194 231 107 471 408 2841 991 47 27 39 1631 372 141 0 16695 257870.27%

Peak Hour Traffic

Non-Motorised Vehicles

3-Seater 6- SeaterGoods Auto Car

Jeep/ Van

Govt. C/J/V Mini

Pvt. Bus ST Bus LCV Truck

Semi Articulat

ed

Articulated Tractor

Tractor Trailor

2006 290 214 1 42 38 47 3 15 27 7 40 23 204 44 1 1 8 75 31 12 0 1122 17552011 370 260 1 51 48 60 3 19 30 7 45 28 249 54 1 2 10 83 35 13 0 1367 21262016 450 301 1 59 59 72 4 23 33 8 49 32 288 62 1 2 11 91 38 15 0 1602 24732021 521 349 1 69 68 84 5 27 37 9 54 38 334 72 1 2 12 101 42 16 0 1843 28472026 604 405 1 80 79 97 6 31 41 10 60 42 369 79 1 2 14 111 47 18 0 2097 32192031 667 447 1 88 88 108 6 35 45 11 66 46 407 88 1 3 15 123 51 20 0 2316 35542036 737 494 2 97 97 119 7 38 50 12 73 51 450 97 1 3 17 136 57 22 0 2557 3924

IL&FS Transportation Networks LimitedPreparation of DPR for Urban Roads of Nanded City in the State oif Maharastra

Time Period

Motorised Vehicle Non-Motorised Vehicles

Total Vehicles

Total PCUs

Two Wheeler

Auto Rickshaw Car/Jeep/VanPassenger

Jeep

Cycle Ricksh

aw

Hand Cart & ADV

Bus Truck Agriculture

Cycle Others

Traffic Forecast

Year

Motorised Vehicle

Total Vehicles PCUsTwo

Wheeler


Jeep

Cycle Ricksha

w

Hand Cart & ADV

Others


Cycle

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.1Location : Mid Block Near to Vazurabad Police Station Total Traffic

Year 2006

3-Seater 6-SeaterGoods Auto

Car Jeep/VanGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated Articulate

d Tractor Trailor

07.00-08.00 166 297 0 6 7 7 3 4 0 8 16 2 2 0 0 0 1 74 29 0 622 892 08.00-09.00 182 574 0 8 14 9 7 6 4 9 18 0 3 0 0 0 0 95 21 3 953 148809.00-10.00 328 875 0 12 18 9 6 3 1 0 8 4 9 0 1 2 0 187 24 7 1494 224910.00-11.00 384 750 0 6 17 13 4 0 0 4 9 3 5 0 0 0 0 195 18 6 1414 201111.00-12.00 392 731 0 13 20 16 8 0 0 2 0 3 7 0 0 1 0 210 58 9 1470 205612.00-13.00 457 841 0 10 43 37 8 1 0 4 3 2 7 0 0 0 0 163 69 12 1657 237013.00-14.00 554 705 0 12 32 19 10 4 1 2 5 4 16 0 0 0 0 163 27 7 1561 210114.00-15.00 471 517 0 8 28 19 7 1 0 2 3 7 8 0 0 1 1 98 25 7 1203 160015.00-16.00 504 619 6 10 22 12 6 1 3 1 3 5 10 3 0 0 0 157 36 10 1408 189016.00-17.00 494 676 0 8 34 12 13 1 2 4 9 5 3 1 0 0 0 198 29 7 1496 199917.00-18.00 536 883 0 24 54 20 19 0 0 2 3 5 2 0 0 0 0 158 25 11 1742 245618.00-19.00 573 805 4 14 39 8 5 0 0 0 6 5 6 1 0 0 2 193 33 7 1700.5 232319.00-20.00 449 623 0 10 35 15 14 2 0 2 7 9 3 2 0 0 0 184 29 5 1389 185520.00-21.00 490 559 0 12 39 25 1 5 1 5 5 7 1 0 0 0 1 129 14 7 1301 171121.00-22.00 486 526 0 8 56 16 2 3 0 10 10 3 4 0 0 0 0 123 13 5 1265 165322.00-23.00 320 320 0 2 22 15 1 5 1 4 4 3 4 0 0 0 0 62 12 4 779 1015

Total 6786 10301 10 163 480 252 114 36 13 59 109 67 90 7 1 4 5 2389 462 107 21455 29669Trafic for calculation of MSL 355

Peak Hour Traffic0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0



MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d Tractor Trailor

2006 536 883 0 24 54 20 19 0 0 2 3 5 2 0 0 0 0 158 25 11 0 1742 24562011 684 1074 0 29 69 26 24 0 0 2 3 6 2 0 0 0 0 174 28 12 0 2135 30002016 832 1245 0 34 84 31 30 0 0 2 4 7 3 0 0 0 0 193 30 13 0 2508 35052021 965 1444 0 39 97 36 34 0 0 3 4 8 3 0 0 0 0 213 34 15 0 2895 40532026 1119 1674 0 45 113 42 40 0 0 3 4 9 4 0 0 0 0 235 37 16 0 3340 46872031 1235 1848 0 50 124 46 44 0 0 3 5 10 4 0 0 0 0 259 41 18 0 3688 51752036 1363 2040 0 55 137 51 48 0 0 4 5 11 4 0 0 0 0 286 45 20 0 4072 5713

Others

Traffic Forecast

Passenger Jeep

Cycle Ricksha

w

Hand Cart & ADV


Cycle

IL&FS Transportation Networks LimitedPreparation of DPR for Urban Roads of Nanded City in the State of Maharashtra

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler

Auto Rickshaw Car/Jeep/VanNon-Motorised Vehicles

Time Period


Total Vehicles

Hand Cart & ADV

Others PCUsTwo Wheeler


Jeep


CycleCycle

Rickshaw

ANNE-3-3 ANALYSIS-MOSL Rd-1 (Rly st.- VAZ PS). Initial Commercial Traffic , Road No.1

Anneure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.2 Total TrafficLocation : Mid Block Near to Kalsa Hallabhol Chowk Year 2006


CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated Articula

ted

TractorTractor Trailer

08.00-09.00 265 141 1 3 28 15 4 1 3 1 2 1 3 0 0 2 1 83 6 2 0 562 62009.00-10.00 505 322 4 9 48 17 5 1 1 5 0 0 0 0 0 2 0 103 17 1 0 1040 121410.00-11.00 762 455 0 13 54 19 8 1 0 3 3 0 0 0 0 1 0 252 25 3 0 1599 176811.00-12.00 789 491 0 22 63 27 14 0 0 0 5 2 1 0 0 0 0 264 33 12 0 1723 193012.00-13.00 876 779 0 133 62 16 5 0 1 0 5 1 0 0 0 0 0 273 30 23 0 2204 272613.00-14.00 753 504 5 75 73 16 15 0 0 2 1 0 1 0 0 0 0 100 26 19 0 1590 192814.00-15.00 782 702 0 26 42 37 5 2 1 1 2 1 0 0 0 0 0 217 25 20 0 1863 230815.00-16.00 780 597 0 22 53 36 10 3 1 1 2 1 0 0 0 0 0 228 26 9 0 1769 209216.00-17.00 806 713 0 26 59 34 6 0 1 0 2 0 0 0 0 1 1 283 17 15 0 1964 237717.00-18.00 696 625 0 20 59 21 5 1 0 0 1 0 0 0 0 2 1 283 15 15 0 1744 209418.00-19.00 779 660 0 5 51 17 9 0 2 4 3 2 0 0 0 1 1 247 12 6 0 1799 217119.00-20.00 1217 767 28 56 35 11 9 1 2 0 1 0 0 0 0 0 0 117 3 12 0 2259 2729

Total 9010 6756 38 410 627 266 95 10 12 17 27 8 5 0 0 9 4 2450 235 137 0 20116 23957Trafic for calculation of MSL 82



CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


ted

TractorTractor Trailer

2006 1217 767 28 56 35 11 9 1 2 0 1 0 0 0 0 0 0 117 3 12 0 2259 27292011 1553 933 34 68 45 14 11 1 2 0 1 0 0 0 0 0 0 129 3 13 0 2809 33682016 1890 1082 39 79 54 17 14 2 2 0 1 0 0 0 0 0 0 143 4 15 0 3342 39702021 2191 1254 46 92 63 20 16 2 3 0 1 0 0 0 0 0 0 157 4 16 0 3865 45962026 2540 1454 53 106 73 23 19 2 3 0 1 0 0 0 0 0 0 174 4 18 0 4470 53212031 2804 1605 59 117 81 25 21 2 3 0 2 0 0 0 0 0 0 192 5 20 0 4935 58752036 3096 1772 65 129 89 28 23 3 4 0 2 0 0 0 0 0 0 212 5 22 0 5449 6486


Traffic Forecast


Time PeriodCycle

Rickshaw

Auto Rickshaw Car/Jeep/Van

Passenger Jeep

Total Vehicles

PCUs Hand Cart & ADV

Motorised Vehicle

Two Wheeler

Others


Cycle


Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Passenger Jeep

Bus Truck

Others

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV

ANNE-3-3 ANALYSIS-MOSL RD NO. - 2 Initital Commercial Traffic , Road No.2

Classified Traffic Volume Count SurveyName of the Road: Purna Road Total TrafficLocation :Waman Nagar Year: 2006

3-Seater

6-Seater

Goods Auto

Car Jeep/Van

Govt C/J/V

Mini Bus

Pvt Bus

Stand Bus

LCV TruckSemi

Articulated

Articulated

Tractor Trailor

08.00-09.00 282 129 0 2 28 16 1 3 6 2 9 17 8 2 0 2 5 160 9 3 684 73009.00-10.00 286 142 0 6 28 23 2 0 5 3 2 23 10 3 0 1 2 111 3 2 653 72310.00-11.00 342 180 2 4 29 18 0 2 3 1 2 16 16 1 0 1 7 103 6 8 743 85911.00-12.00 318 143 3 16 28 26 2 2 6 5 3 13 11 2 1 1 3 106 7 2 696 77212.00-13.00 226 115 3 15 19 19 1 1 6 2 1 13 7 2 1 1 3 77 6 2 519 59413.00-14.00 218 130 4 18 31 27 3 4 12 4 2 24 19 4 0 1 5 75 11 5 598 73514.00-15.00 170 110 0 17 21 18 1 5 7 1 2 20 7 4 0 0 3 63 5 1 457 54915.00-16.00 171 100 0 9 8 13 1 2 4 1 2 13 8 0 0 1 4 45 4 3 390 47016.00-17.00 228 100 0 8 15 14 0 1 5 1 2 12 13 0 0 0 3 73 4 1 479 52817.00-18.00 230 109 0 9 19 21 0 1 7 3 2 12 10 1 0 1 3 108 6 1 543 58918.00-19.00 250 79 0 10 16 11 0 1 4 2 0 11 6 1 0 0 2 102 4 1 498 49419.00-20.00 285 100 0 7 23 17 1 1 2 0 1 14 12 0 0 1 2 91 5 0 563 58420.00-21.00 379 123 1 1 36 17 1 2 0 1 0 15 6 0 0 2 0 112 3 2 699 69621.00-22.00 212 78 0 2 20 19 0 2 0 0 0 5 8 0 0 0 0 59 1 1 410 42322.00-23.00 83 23 0 1 17 13 0 1 0 0 0 5 5 1 1 0 0 9 0 0 160 17323.00-00.00 33 10 0 0 8 6 2 0 0 0 0 3 1 0 0 0 0 7 0 0 70 7300.00-01.00 13 3 0 1 6 2 2 0 0 0 0 1 5 0 0 1 0 1 0 0 36 4901.00-02.00 6 2 0 0 6 3 1 0 0 0 0 1 6 0 0 0 0 0 0 0 26 3602.00-03.00 7 1 0 0 5 2 1 0 0 0 0 0 2 0 0 0 0 2 0 0 20 2303.00-04.00 18 14 0 0 1 3 0 1 0 0 0 2 4 0 0 0 0 12 0 2 58 6904.00-05.00 92 53 0 0 6 7 1 3 0 0 0 7 3 0 0 1 0 100 4 1 278 27005.00-06.00 197 108 0 0 10 9 0 2 0 2 4 9 8 0 0 1 0 167 4 1 523 52406.00-07.00 345 162 0 0 19 18 0 3 1 3 4 12 10 0 0 3 0 212 7 1 800 80907.00-08.00 449 195 0 0 25 25 1 2 2 4 7 16 9 0 0 2 0 218 4 1 961 977

Total 4839 2210 13 127 427 345 22 39 70 36 44 264 194 26 4 20 42 2012 93 38 0 10865 11748

Peak Hour Traffic

Yeartorised Vehicle Non-Motorised Vehicles

Total Vehicles

PCUs

Two uto Rickshaw Car/Jeep/Van Passenger Bus Truck Agriculture Cycle Cycle Hand Others3-Seater 6- Goods Car Jeep/ Govt. Mini Pvt. ST Bus LCV Truck Semi Articulat Tractor Tractor

2006 449 195 0 0 25 25 1 2 2 4 7 16 9 0 0 2 0 218 4 1 0 961 9772011 573 237 0 0 32 31 1 3 2 5 8 19 11 0 0 2 0 240 5 1 0 1172 11952016 697 275 0 0 39 38 2 3 2 5 9 22 13 0 0 3 0 265 5 1 0 1381 14052021 808 319 0 1 46 44 2 4 3 6 9 26 15 1 0 3 0 293 6 1 0 1585 16192026 936 370 0 1 53 51 2 4 3 6 10 28 17 1 0 3 0 323 6 1 0 1817 18612031 1034 408 0 1 58 57 2 5 3 7 11 31 19 1 0 4 0 357 7 2 0 2007 20552036 1141 451 0 1 64 63 3 5 4 8 13 34 21 1 0 4 0 394 8 2 0 2216 2269

IL&FS Transportation Networks Limited

Others

Traffic Forecast

Preparation of DPR for Urban Roads of Nanded City in the State oif Maharastra

Time Period


Total Vehicles

Total PCUs

Two Wheeler


JeepCycle

Rickshaw

Hand Cart & ADV


Cycle

Classified Traffic Volume Count SurveyName of the Road: Latur Road Total TrafficLocation : Near to Bridge Year: 2006

3-Seater

6-Seater

Goods Auto

Car Jeep/Van

Govt. C/J/V

Mini Bus

Pvt Bus

Stand Bus

LCV TruckSemi

Articulated

Articulated

Tractor Trailor

08.00-09.00 790 506 0 7 70 54 5 14 10 10 15 48 13 5 0 3 3 654 6 10 2225 232509.00-10.00 942 515 0 3 77 66 8 19 3 5 17 63 17 1 0 1 0 380 18 12 2147 233810.00-11.00 683 422 0 4 86 54 9 21 2 4 20 64 20 5 1 3 1 192 17 13 1621 191011.00-12.00 596 392 0 12 63 43 6 17 2 5 15 53 16 2 1 0 0 156 16 4 1398 165612.00-13.00 573 354 0 15 68 37 6 21 3 3 18 49 16 5 0 0 0 106 10 6 1291 154913.00-14.00 544 346 0 24 75 40 6 20 1 3 14 38 14 6 0 1 1 134 8 5 1278 151214.00-15.00 509 339 0 21 59 43 4 15 2 5 16 46 7 4 0 1 0 140 6 10 1227 145915.00-16.00 606 379 0 18 60 49 9 19 1 2 18 49 10 3 0 1 1 173 9 4 1413 164416.00-17.00 779 499 0 25 99 70 8 22 1 10 10 61 10 3 0 1 1 238 8 10 1854 213617.00-18.00 880 542 0 16 99 77 10 26 1 7 12 59 20 3 0 1 1 285 16 6 2061 234818.00-19.00 898 395 0 14 73 60 7 23 1 14 12 55 24 3 0 0 0 319 8 10 1917 204219.00-20.00 695 400 0 19 71 54 5 13 0 10 10 35 18 3 0 0 0 189 5 13 1540 176420.00-21.00 478 212 0 24 70 43 6 6 2 11 18 19 22 3 0 5 5 168 3 7 1102 123821.00-22.00 342 152 0 19 58 27 4 5 0 8 13 13 18 5 0 1 1 76 2 2 747 86022.00-23.00 150 48 0 7 33 26 2 3 0 1 3 8 14 5 0 0 0 19 0 1 319 36423.00-00.00 109 23 0 5 24 20 2 1 0 1 4 8 21 2 0 0 0 14 0 0 233 26400.00-01.00 25 14 0 6 14 16 1 0 0 4 3 5 16 7 0 0 0 2 0 0 113 17201.00-02.00 15 6 0 7 10 10 1 1 1 2 5 6 14 5 0 0 0 5 0 0 89 13502.00-03.00 32 18 0 6 13 12 0 3 0 1 3 9 14 7 0 0 0 17 0 0 135 18603.00-04.00 79 64 0 9 14 16 1 2 0 4 3 10 9 8 0 0 0 41 1 0 260 33504.00-05.00 164 78 0 15 24 22 2 8 0 4 9 7 19 2 0 0 0 115 1 0 472 51005.00-06.00 255 150 0 16 22 37 1 12 0 8 13 23 20 4 0 3 1 165 1 2 733 82806.00-07.00 437 269 0 32 40 33 2 20 0 13 19 13 28 4 0 1 1 277 2 2 1192 132307.00-08.00 532 334 0 29 40 31 2 9 0 14 11 14 18 2 0 1 1 163 2 1 1203 1404

Total 11113 6458 1 351 1261 940 107 300 30 149 281 754 399 96 3 25 18 4026 139 119 0 26571 30300

Peak Hour Traffic

Yearotorised Vehicle Non-Motorised Vehicles

Total Vehicles

PCUs

Two Wheeleruto Rickshaw Car/Jeep/Van Passenger Bus Truck Agriculture Cycle Cycle Hand Others3-Seater 6- Goods Car Jeep/ Govt. Mini Pvt. ST Bus LCV Truck Semi Articulat Tractor Tractor

2006 880 542 0 16 99 77 10 26 1 7 12 59 20 3 0 1 1 285 16 6 0 2061 23482011 1124 659 0 20 126 98 13 34 1 8 13 72 24 4 0 2 1 314 17 7 0 2536 28842016 1367 764 0 23 154 119 16 41 1 9 14 84 28 5 0 2 1 347 19 8 0 3000 33942021 1585 886 0 27 178 138 18 47 1 9 16 97 32 5 0 2 2 383 21 9 0 3456 39192026 1837 1027 0 31 207 160 21 55 1 10 17 107 36 6 0 2 2 423 23 9 0 3974 45132031 2028 1134 0 34 228 177 23 61 1 11 19 118 39 7 0 3 2 467 26 10 0 4388 49832036 2239 1252 0 38 252 195 25 67 1 13 21 131 43 7 0 3 2 516 28 11 0 4845 5501

BusTime Period


Cycle Rickshaw

Hand Cart & ADV

Truck Agriculture

Cycle Others

Traffic Forecast


Total Vehicles

Total PCUs

Two Wheeler


Jeep

Classified Traffic Volume Count SurveyName of the Road: NH-222 Total TrafficLocation :Hotel Bageecha Year: 2006

3-Seater

6-Seater

Goods Auto

Car Jeep/Van

Govt C/J/V

Mini Bus

Pvt Bus

Stand Bus

LCV TruckSemi

Articulated

Articulated

Tractor Trailor

08.00-09.00 282 30 30 16 33 38 3 20 3 10 19 11 71 58 1 4 1 62 0 1 693 97709.00-10.00 340 38 34 38 43 60 3 30 3 17 18 14 105 77 1 3 2 113 0 1 941 131010.00-11.00 344 43 34 39 63 58 2 22 6 16 30 20 88 68 2 5 3 68 0 3 915 129711.00-12.00 354 50 38 47 44 61 3 22 7 12 19 15 111 71 2 3 1 67 2 1 930 132712.00-13.00 351 76 41 29 50 56 2 30 5 12 24 19 93 60 2 12 8 53 1 0 925 135113.00-14.00 294 50 39 29 43 53 3 21 6 12 25 17 87 52 2 6 5 23 0 0 768 113714.00-15.00 295 54 46 28 43 55 3 19 5 12 22 16 80 51 1 5 5 38 1 1 781 113315.00-16.00 288 46 40 27 46 46 2 25 9 14 21 20 67 46 2 8 6 28 1 0 741 107216.00-17.00 294 56 43 26 52 58 3 26 3 15 21 24 82 43 2 6 5 50 0 1 812 114317.00-18.00 356 55 51 39 64 74 4 27 6 14 25 28 82 53 2 11 8 50 1 0 950 133918.00-19.00 367 49 41 28 68 77 3 30 7 11 23 31 96 62 2 9 6 47 0 1 958 135219.00-20.00 303 56 36 24 70 77 4 21 3 12 20 19 89 53 2 8 7 48 0 1 854 122020.00-21.00 272 64 18 22 55 62 4 20 6 11 15 23 88 60 3 4 4 52 3 1 786 114321.00-22.00 210 57 7 16 52 52 3 16 3 6 15 24 64 44 2 2 2 50 3 1 628 88622.00-23.00 180 57 4 14 70 42 3 7 4 4 11 27 68 50 3 1 4 32 3 1 586 88323.00-00.00 95 27 3 10 39 27 2 1 1 2 3 16 71 43 3 0 2 11 0 0 356 60200.00-01.00 46 16 0 5 27 29 1 2 1 3 2 20 51 46 5 0 2 11 1 0 267 50001.00-02.00 29 5 0 3 22 17 2 1 8 6 5 19 49 42 4 1 2 8 0 0 222 44702.00-03.00 17 5 0 2 7 16 1 0 2 2 4 13 44 38 5 3 4 1 0 0 163 37703.00-04.00 5 2 0 2 4 8 0 0 1 3 4 10 37 39 2 0 1 1 0 0 117 30104.00-05.00 10 9 1 0 11 24 0 2 0 3 5 9 44 50 3 0 2 2 0 0 176 41405.00-06.00 31 20 0 2 11 19 0 4 0 1 4 9 49 31 4 0 0 16 0 0 202 38306.00-07.00 126 31 10 6 17 23 1 6 2 3 12 16 69 47 3 0 1 84 0 1 455 68407.00-08.00 195 58 26 6 24 33 3 14 13 4 14 16 59 39 1 0 1 118 2 0 626 833

Total 5085 956 544 457 959 1064 54 365 105 205 359 437 1743 1222 56 92 82 1033 20 16 0 14851 22110

Peak Hour Traffic

Yearorised Vehicle Non-Motorised Vehicles

Total Vehicles

PCUs

Two to Rickshaw Car/Jeep/Van Passenger Bus Truck Agriculture Cycle Cycle Hand Others3-Seater 6- Goods Car Jeep/ Govt. Mini Pvt. ST Bus LCV Truck Semi Articulat Tractor Tractor

2006 367 49 41 28 68 77 3 30 7 11 23 31 96 62 2 9 6 47 0 1 0 958 13522011 468 59 50 34 87 98 4 38 8 12 25 37 117 75 3 11 7 52 0 1 0 1188 16592016 570 69 58 40 106 120 5 46 9 13 28 43 136 87 3 12 8 58 0 1 0 1412 19502021 661 80 67 46 123 139 5 53 10 14 31 50 158 101 4 13 9 64 0 1 0 1629 22482026 766 92 78 54 143 161 6 62 11 16 34 55 174 112 4 15 10 70 0 1 0 1864 25472031 846 102 86 59 157 177 7 68 12 17 37 61 192 124 5 16 11 78 1 2 0 2058 28122036 934 112 95 65 174 196 8 75 13 19 41 67 212 136 5 18 12 86 1 2 0 2272 3105


Traffic Forecast

Time Period


Total Vehicles

Hand Cart & ADV

OthersTotal PCUs

Two Wheel

er


JeepCycle

Rickshaw


Cycle

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.3 Total TrafficLocation : Mid Block Near to Bhaghat Singh X Year 2006


CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

Tractor

Tractor Trailer

08.00-09.00 125 76 0 8 19 24 0 0 1 3 7 9 6 9 0 0 0 27 5 1 0 320 40809.00-10.00 260 161 0 11 29 19 2 2 0 1 4 2 6 1 0 0 1 55 11 0 0 565 66310.00-11.00 546 441 0 23 55 29 3 0 1 3 3 1 2 2 0 1 0 101 18 4 0 1233 152911.00-12.00 586 383 0 33 46 36 6 0 1 2 3 0 8 7 0 1 0 132 29 7 0 1280 152512.00-13.00 442 406 0 34 30 28 1 2 2 0 3 4 2 5 0 0 0 83 23 6 0 1071 138013.00-14.00 793 461 0 40 66 33 6 0 0 0 4 0 9 8 0 0 0 137 23 9 0 1589 185914.00-15.00 432 395 0 34 36 23 5 4 1 1 0 2 3 1 0 0 0 116 26 8 0 1087 136015.00-16.00 564 324 0 39 51 42 0 9 0 1 5 4 4 3 0 0 0 127 25 4 0 1202 137616.00-17.00 395 390 0 40 60 38 3 3 1 0 3 4 8 8 0 1 0 120 19 12 0 1105 141617.00-18.00 495 341 0 32 64 39 7 3 0 3 4 2 12 3 0 0 0 147 25 8 0 1185 139518.00-19.00 529 563 0 24 69 62 8 3 0 7 3 4 4 6 0 0 0 111 18 7 0 1418 185519.00-20.00 569 377 0 32 37 42 1 0 3 2 0 1 4 2 0 0 0 89 14 5 0 1178 1408


Peak Hour Traffic


CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

Tractor

Tractor Trailer

2006 793 461 0 40 66 33 6 0 0 0 4 0 9 8 0 0 0 137 23 9 0 1589 18592011 1012 561 0 49 84 42 8 0 0 0 4 0 11 10 0 0 0 151 25 10 0 1967 22892016 1231 650 0 56 102 51 9 0 0 0 5 0 13 11 0 0 0 167 28 11 0 2336 26972021 1427 754 0 65 119 59 11 0 0 0 5 0 15 13 0 0 0 184 31 12 0 2696 31182026 1655 874 0 76 138 69 13 0 0 0 6 0 16 14 0 0 0 204 34 13 0 3111 36002031 1827 965 0 84 152 76 14 0 0 0 7 0 18 16 0 0 0 225 38 15 0 3435 39752036 2017 1065 0 92 168 84 15 0 0 0 7 0 20 18 0 0 0 248 42 16 0 3793 4389


Two Wheeler

Total Vehicles



Cycle Others


Bus Truck


Time PeriodCycle

Rickshaw


Passenger Jeep

Motorised Vehicle

Two Wheeler


Passenger Jeep

Others

Traffic Forecast

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV

Time Period

Motorised Vehicle

Total Vehicles

PCUs

ANNE-3-3 ANALYSIS-MOSL Rd-3 (Bhagat singh) Initial Commercial Traffic, Road No.3

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.4 Total TrafficLocation : Mid Block Near to Bharkhi Chowk Year: 2006



CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


ted Tractor

Tractor Trailor

07.00-08.00 79 85 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 73 19 2 0 261 302 08.00-09.00 151 314 0 1 3 2 0 0 0 0 0 0 0 0 0 0 0 108 34 2 0 615 85709.00-10.00 354 605 0 0 3 2 0 0 0 0 0 0 0 0 0 0 0 134 37 4 0 1139 161110.00-11.00 505 688 0 0 1 0 0 0 0 0 0 0 0 0 0 1 1 245 50 15 0 1506 199111.00-12.00 582 597 0 3 4 1 0 0 0 0 0 0 0 0 0 0 0 155 47 12 0 1401 181212.00-13.00 624 756 0 4 10 4 0 0 0 0 0 0 0 0 0 0 0 169 23 14 0 1604 214713.00-14.00 652 627 0 2 7 3 1 0 0 0 0 0 0 0 0 0 0 114 20 6 0 1432 185614.00-15.00 576 528 0 5 11 3 2 0 0 0 0 0 0 0 0 0 0 177 31 14 0 1347 167415.00-16.00 350 497 0 15 1 4 0 0 1 0 0 0 0 0 0 0 0 143 20 1 1 1033 139016.00-17.00 317 442 0 3 5 5 0 0 0 0 0 0 0 0 0 0 0 90 17 4 1 884 121717.00-18.00 342 471 0 12 7 5 0 0 0 0 0 0 0 0 0 1 0 140 24 9 0 1011 135518.00-19.00 551 541 0 12 5 7 0 0 0 0 0 0 0 0 0 0 0 143 38 15 0 1312 1683


Peak Hour Traffic


CarJeep/V

anGovt.C/J

/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated Articulat

ed Tractor

Tractor Trailor

2006 624 756 0 4 10 4 0 0 0 0 0 0 0 0 0 0 0 169 23 14 0 1604 21472011 796 920 0 5 13 5 0 0 0 0 0 0 0 0 0 0 0 187 25 15 0 1966 26242016 969 1066 0 6 16 6 0 0 0 0 0 0 0 0 0 0 0 206 28 17 0 2314 30682021 1123 1236 0 7 18 7 0 0 0 0 0 0 0 0 0 0 0 227 31 19 0 2668 35472026 1302 1433 0 8 21 8 0 0 0 0 0 0 0 0 0 0 0 251 34 21 0 3078 41012031 1438 1582 0 8 23 9 0 0 0 0 0 0 0 0 0 0 0 277 38 23 0 3398 45282036 1587 1747 0 9 25 10 0 0 0 0 0 0 0 0 0 0 0 306 42 25 0 3752 4999

PCUsTwo Wheeler

Auto Rickshaw Car/Jeep/Van Passenger Jeep

Bus Truck Agriculture Cycle


Time Period

Motorised VehicleTotal

VehiclesOthersPassenger

Jeep

Total Vehicles

Bus Truck Agriculture Cycle PCUs

Hand Cart & ADV

Traffic Forecast

Time Period

Motorised Vehicle


Cycle Rickshaw

Hand Cart & ADV

Others

Two Wheeler

Cycle Ricksha

w


ANNE-3-3 ANALYSIS-MOSL RD-4 Initial Commercial Traffic, Road No.4

Annexure 3.3

Classified Traffic Volume Count Survey

Road Name: Road No 5 & 6. Total TrafficLocation : Near Bharkhi Chowk Year: 2006


CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated

Tractor Tractor Trailor

07.00-08.00 90 75 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 116 27 2 0 312 322 08.00-09.00 206 170 0 2 6 2 0 0 0 0 0 1 0 0 0 0 0 243 31 1 0 662 67709.00-10.00 301 375 0 6 5 1 1 0 0 0 0 0 0 0 0 0 0 418 44 5 0 1156 127610.00-11.00 313 445 0 0 4 1 0 0 1 0 0 0 0 0 0 1 1 494 39 15 0 1314 147511.00-12.00 566 635 0 4 11 4 3 0 0 0 0 0 0 0 0 0 0 444 89 24 0 1780 212212.00-13.00 603 669 0 4 7 3 0 0 0 0 0 0 0 0 0 0 0 365 43 14 0 1708 208113.00-14.00 608 517 0 7 8 3 1 0 1 0 0 0 0 0 0 0 0 273 48 10 0 1476 174214.00-15.00 468 508 0 5 10 2 0 0 0 0 0 0 0 0 0 0 0 224 50 8 0 1275 158915.00-16.00 316 518 0 18 4 5 0 0 1 0 0 0 0 0 0 0 0 273 39 12 1 1187 153116.00-17.00 252 433 0 2 8 3 0 0 0 0 0 0 0 0 0 0 0 151 28 3 1 881 119517.00-18.00 249 348 0 8 5 3 0 0 0 0 0 0 0 0 0 1 0 166 27 5 0 812 103918.00-19.00 433 579 0 9 9 6 0 0 0 0 0 0 0 0 0 0 0 225 50 12 1 1324 1725


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 566 635 0 4 11 4 3 0 0 0 0 0 0 0 0 0 0 444 89 24 0 1780 21222011 722 773 0 5 14 5 4 0 0 0 0 0 0 0 0 0 0 490 98 26 0 2138 25622016 879 896 0 6 17 6 5 0 0 0 0 0 0 0 0 0 0 541 108 29 0 2487 29782021 1019 1038 0 7 20 7 5 0 0 0 0 0 0 0 0 0 0 598 120 32 0 2846 34252026 1181 1204 0 8 23 8 6 0 0 0 0 0 0 0 0 0 0 660 132 36 0 3258 39412031 1304 1329 0 8 25 9 7 0 0 0 0 0 0 0 0 0 0 728 146 39 0 3597 43512036 1440 1467 0 9 28 10 8 0 0 0 0 0 0 0 0 0 0 804 161 43 0 3971 4804


PCUsTwo Wheeler

Cycle Ricksha

w


Jeep

Hand Cart & ADV


Traffic Forecast

Time Period


Cycle Rickshaw

PCUsTwo Wheeler


Jeep

Time Period

Motorised Vehicle

Total Vehicles

Hand Cart & ADV

Others

OthersBus Truck Agriculture

Cycle

Total Vehicles


Cycle





CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 129 107 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 166 39 3 0 446 461 08.00-09.00 294 243 0 3 9 3 0 0 0 0 0 1 0 0 0 0 0 347 44 1 0 946 96709.00-10.00 430 536 0 9 7 1 1 0 0 0 0 0 0 0 0 0 0 597 63 7 0 1651 182310.00-11.00 447 636 0 0 6 1 0 0 1 0 0 0 0 0 0 1 1 706 56 21 0 1877 210711.00-12.00 809 907 0 6 16 6 4 0 0 0 0 0 0 0 0 0 0 634 127 34 0 2543 303112.00-13.00 861 956 0 6 10 4 0 0 0 0 0 0 0 0 0 0 0 521 61 20 0 2440 297313.00-14.00 869 739 0 10 11 4 1 0 1 0 0 0 0 0 0 0 0 390 69 14 0 2109 248814.00-15.00 669 726 0 7 14 3 0 0 0 0 0 0 0 0 0 0 0 320 71 11 0 1821 227015.00-16.00 451 740 0 26 6 7 0 0 1 0 0 0 0 0 0 0 0 390 56 17 1 1696 218716.00-17.00 360 619 0 3 11 4 0 0 0 0 0 0 0 0 0 0 0 216 40 4 1 1259 170817.00-18.00 356 497 0 11 7 4 0 0 0 0 0 0 0 0 0 1 0 237 39 7 0 1160 148518.00-19.00 619 827 0 13 13 9 0 0 0 0 0 0 0 0 0 0 0 321 71 17 1 1891 2464


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 809 907 0 6 16 6 4 0 0 0 0 0 0 0 0 0 0 634 127 34 0 2543 30312011 1032 1104 0 7 20 7 5 0 0 0 0 0 0 0 0 0 0 700 140 38 0 3054 36602016 1256 1279 0 8 24 9 7 0 0 0 0 0 0 0 0 0 0 773 155 42 0 3553 42542021 1456 1483 0 9 28 10 8 0 0 0 0 0 0 0 0 0 0 854 171 46 0 4065 48932026 1687 1719 0 11 33 12 9 0 0 0 0 0 0 0 0 0 0 943 189 51 0 4654 56302031 1863 1898 0 12 36 13 10 0 0 0 0 0 0 0 0 0 0 1041 209 56 0 5138 62162036 2057 2096 0 13 40 15 11 0 0 0 0 0 0 0 0 0 0 1149 230 62 0 5673 6863

Total Vehicles


Cycle

Time Period

Motorised Vehicle

Total Vehicles

Hand Cart & ADV

Others


Cycle

Traffic Forecast

Time Period


Cycle Rickshaw

PCUsTwo Wheeler


Jeep


PCUsTwo Wheeler

Cycle Ricksha

w


Jeep

Hand Cart & ADV


Annexure 3.3




CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 39 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50 12 1 0 134 138 08.00-09.00 88 73 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 104 13 0 0 284 29009.00-10.00 129 161 0 3 2 0 0 0 0 0 0 0 0 0 0 0 0 179 19 2 0 495 54710.00-11.00 134 191 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 212 17 6 0 563 63211.00-12.00 243 272 0 2 5 2 1 0 0 0 0 0 0 0 0 0 0 190 38 10 0 763 90912.00-13.00 258 287 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 156 18 6 0 732 89213.00-14.00 261 222 0 3 3 1 0 0 0 0 0 0 0 0 0 0 0 117 21 4 0 633 74614.00-15.00 201 218 0 2 4 1 0 0 0 0 0 0 0 0 0 0 0 96 21 3 0 546 68115.00-16.00 135 222 0 8 2 2 0 0 0 0 0 0 0 0 0 0 0 117 17 5 0 509 65616.00-17.00 108 186 0 1 3 1 0 0 0 0 0 0 0 0 0 0 0 65 12 1 0 378 51217.00-18.00 107 149 0 3 2 1 0 0 0 0 0 0 0 0 0 0 0 71 12 2 0 348 44518.00-19.00 186 248 0 4 4 3 0 0 0 0 0 0 0 0 0 0 0 96 21 5 0 567 739


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 243 272 0 2 5 2 1 0 0 0 0 0 0 0 0 0 0 190 38 10 0 763 9092011 310 331 0 2 6 2 2 0 0 0 0 0 0 0 0 0 0 210 42 11 0 916 10982016 377 384 0 2 7 3 2 0 0 0 0 0 0 0 0 0 0 232 46 13 0 1066 12762021 437 445 0 3 8 3 2 0 0 0 0 0 0 0 0 0 0 256 51 14 0 1220 14682026 506 516 0 3 10 4 3 0 0 0 0 0 0 0 0 0 0 283 57 15 0 1396 16892031 559 570 0 4 11 4 3 0 0 0 0 0 0 0 0 0 0 312 63 17 0 1541 18652036 617 629 0 4 12 4 3 0 0 0 0 0 0 0 0 0 0 345 69 19 0 1702 2059

PCUsTwo Wheeler


Jeep


CycleTotal

Vehicles

Time Period

Motorised Vehicle

Total Vehicles

Hand Cart & ADV

Others


Cycle

Traffic Forecast

Time Period


Cycle Rickshaw


PCUsTwo Wheeler

Cycle Ricksha

w


Jeep

Hand Cart & ADV


ANNE-3-3 ANALYSIS-MOSL RD-6. Initial Commercial Traffic, Road No.6

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Necklace Road (Road No.7) Total TrafficLocation : Mid Block Between Rajbar and Workshop Chowk Year 2006Date:

3-Seater

6-Seater

Goods Auto

CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated

Tracto

r

Tractor Trailor

07.00-08.00 706 539 0 19 50 28 3 0 2 0 6 6 8 0 0 0 0 442 19 26 0 1854 2059 08.00-09.00 1243 851 0 43 102 112 10 0 18 3 7 17 7 0 0 4 3 602 30 28 0 3080 343509.00-10.00 2129 1260 0 25 102 79 17 0 1 4 2 4 0 0 0 1 1 720 25 9 0 4379 479310.00-11.00 1907 1289 0 32 149 62 15 0 0 3 5 3 5 0 0 0 0 548 51 10 0 4079 468211.00-12.00 1792 1040 0 27 115 44 19 0 0 0 3 3 2 0 0 2 0 421 26 18 0 3512 394912.00-13.00 1704 1165 0 50 134 69 16 0 1 4 5 6 3 0 0 0 0 557 29 16 0 3759 428713.00-14.00 1753 1248 0 53 113 84 18 0 1 2 4 1 6 0 0 0 1 564 43 18 0 3909 451614.00-15.00 1434 1057 0 44 108 71 9 0 0 2 3 10 1 0 0 0 0 394 12 18 1 3164 372015.00-16.00 1158 740 0 41 85 48 9 0 0 1 2 4 2 1 0 0 0 355 17 11 1 2475 279716.00-17.00 1382 963 0 44 124 54 10 0 0 0 2 4 1 1 0 0 0 615 15 16 0 3231 359017.00-18.00 1624 1017 0 47 99 61 14 0 0 0 6 4 1 0 0 0 0 577 17 13 1 3481 385618.00-19.00 1943 655 0 42 157 80 17 0 3 12 0 9 2 1 0 0 0 599 20 11 0 3551 348319.00-20.00 3045 1649 0 46 183 97 9 0 1 7 2 3 4 0 0 0 0 771 16 9 1 5843 640020.00-21.00 2717 1352 0 30 165 59 16 0 0 1 2 0 1 0 0 0 0 525 13 11 0 4892 533721.00-22.00 1587 1019 0 23 92 77 12 0 0 1 6 3 3 0 0 0 0 430 6 5 0 3264 370222.00-23.00 789 466 0 9 48 37 3 0 0 1 0 1 5 0 0 0 0 115 7 14 0 1495 1735

Total 26913 16310 0 575 1826 1062 197 0 27 41 55 78 51 3 0 7 5 8235 346 233 4 55968 62340

Trafic for calculation of MSL 267

Peak Hour Traffic 80%622 330 0 9 37 19 2 0 0 1 0 1 1 0 0 0 0 154 3 2 0 1181 1290

2006 3045 1649 0 46 183 97 9 0 1 7 2 3 4 0 0 0 0 771 16 9 1 5843 64002011 3109 1605 0 45 187 99 9 0 1 6 2 3 4 0 0 0 0 681 14 8 1 5773 63112016 3783 1861 0 52 227 120 11 0 1 7 2 3 5 0 0 0 0 752 16 9 1 6849 74452021 4385 2157 0 60 264 140 13 0 1 8 2 4 5 0 0 0 0 830 17 10 1 7896 86072026 5083 2501 0 70 306 162 15 0 1 8 2 4 6 0 0 0 0 917 19 11 1 9106 99502031 5613 2761 0 77 337 179 17 0 1 9 3 5 6 0 0 0 0 1012 21 12 1 10053 109852036 6197 3048 0 85 372 197 18 0 1 10 3 5 7 0 0 0 0 1117 23 13 1 11100 12128


Motorised Vehicle

Time Period


Two Wheeler

Auto Rickshaw Car/Jeep/VanTotal

VehiclesPCUs

Traffic Forecast

CycleCycle

Rickshaw

Hand Cart & ADV

Others

Passeng

er Jeep


ANNE-3-3 ANALYSIS-MOSL Rd-7(Work Shop-RAJ) Initial Commercial Traffic,Road No. 7

Annexure 3.3

Classified Traffic Volume Count SurveyTotal Traffic

3-Seater

6-SeaterGoods Auto


MiniPvt. Bus

ST. Bus

LCV TruckSemi

Articulated

Articulated

Tractor Tractor Trailer

07.00-08.00 172 48 0 4 3 5 0 0 0 0 0 6 5 0 0 1 0 158 46 50 0 498 510 08.00-09.00 287 70 0 8 7 4 0 0 0 0 0 1 10 0 0 2 4 340 55 48 0 836 77309.00-10.00 418 115 0 25 14 9 0 0 0 0 0 12 4 0 0 2 1 450 109 48 0 1207 112410.00-11.00 487 101 0 20 12 6 0 0 0 0 0 7 7 0 0 2 1 541 128 50 0 1362 121311.00-12.00 429 149 0 52 25 8 0 3 3 0 0 17 20 0 0 4 0 404 205 95 0 1414 151612.00-13.00 442 122 1 25 13 4 3 2 0 0 0 7 11 0 0 5 1 428 206 75 0 1345 136613.00-14.00 333 110 0 22 17 2 1 0 0 0 0 8 11 1 0 2 1 355 189 45 0 1097 112314.00-15.00 270 90 0 15 11 4 1 0 0 0 0 4 3 0 0 3 1 355 113 21 0 891 83715.00-16.00 326 79 0 34 8 3 0 0 0 0 2 7 11 0 1 3 1 272 139 27 0 913 91816.00-17.00 306 103 5 13 7 1 0 1 0 2 1 4 6 1 1 2 1 334 132 18 0 938 91917.00-18.00 356 86 0 11 6 2 0 0 0 0 0 3 7 0 0 1 0 338 131 22 0 963 89618.00-19.00 448 138 0 17 12 2 0 0 0 0 0 6 11 2 0 2 0 336 130 44 1 1149 115219.00-20.00 566 124 2 14 12 5 0 0 0 1 0 7 12 0 0 1 0 420 127 24 1 1316 120720.00-21.00 396 104 0 12 13 3 1 0 0 0 0 0 9 0 0 0 0 422 100 15 1 1076 95321.00-22.00 469 96 0 8 11 4 0 1 0 0 0 2 8 0 0 1 0 392 73 158 0 1223 121722.00-23.00 376 82 3 9 7 7 0 8 1 0 0 2 2 0 0 1 0 228 68 15 0 809 745Total 6081 1617 11 289 178 69 6 15 4 3 3 93 137 4 2 32 11 5773 1951 755 3 17037 16468

Peak Hour TrafficPeak Hour Traffic Facotr 9.0 %

3-Seate

r6-Seater

Goods Auto

CarJeep/Va

nGovt. C/J/V

MiniPvt. Bus

Stand.

BusLCV Truck

Semi Articulated

Articulated

Tractor Trailor

2006 429 149 0 52 25 8 0 3 3 0 0 17 20 0 0 4 0 404 205 95 0 1414 15162011 758 320 0 92 58 40 2 14 19 4 22 36 150 27 0 6 5 512 256 117 0 2437 29412016 922 371 0 107 70 49 2 17 21 4 25 41 174 31 0 7 6 565 283 129 0 2824 33952021 1069 430 1 124 81 57 2 19 23 4 27 48 201 36 1 8 6 624 312 143 0 3216 38752026 1240 499 1 143 94 66 3 22 25 5 30 53 222 40 1 8 7 689 344 105 0 3597 42832031 1369 551 1 158 104 73 3 25 28 5 33 58 245 44 1 9 8 760 380 105 0 3960 47072036 1511 608 1 175 115 81 3 27 30 6 37 65 271 48 1 10 8 839 420 105 0 4361 5175

Trafic for calculation of MSL (Year 2011) =268/9.0% 2911

Others


Time Period

Passenger

Jeep

Total Vehicles



Cycle Rickshaw

Road Name: Road No 9location: Near to Degloor Naka

Auto Rickshaw Car/Jeep/VanMotorised Vehicle

Two Wheeler

Cycle

Bus

Year: 2006

Truck Agriculture

Traffic Forecast

Time Period

Motorised Vehicle Non-Motorised VehiclesTotal

Vehicles

PCUsTwo Wheeler


Bus TruckOther

s

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV

ANNE-3-3 ANALYSIS-MOSL RD-9 Initial Commercial Traffic, Road No. 9

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Necklace Road (Road No.8) Total TrafficLocation : Mid Block Between Dena Bank and Mahaveer Chowk Year 2006

3-Seater

6-Seater

Goods Auto

Car Jeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


08.00-09.00 533 386 0 16 43 33 4 0 4 5 7 3 4 0 0 1 1 307 70 5 2 1424 160209.00-10.00 1199 801 0 36 25 21 0 0 1 3 8 5 1 0 0 1 0 695 39 13 2 2850 307410.00-11.00 2258 1693 0 19 37 25 6 0 0 0 7 0 0 1 0 1 0 943 79 10 1 5080 581111.00-12.00 2532 1639 0 33 42 32 3 0 0 0 6 2 1 2 0 0 0 880 32 19 0 5223 585212.00-13.00 2374 1764 0 44 69 18 7 0 0 0 5 1 1 0 0 0 0 992 53 48 0 5376 615013.00-14.00 1931 1102 0 29 59 35 9 0 0 0 6 0 0 0 0 0 0 632 50 36 0 3889 427214.00-15.00 1749 1127 0 34 89 53 11 0 1 0 1 0 0 0 0 1 1 262 36 6 1 3372 397815.00-16.00 1545 1188 0 31 66 38 11 0 1 1 6 1 0 0 0 0 0 357 41 21 0 3307 399316.00-17.00 1330 832 0 36 81 36 6 0 1 0 3 1 1 0 0 0 0 353 48 16 0 2744 312717.00-18.00 1647 1151 0 39 101 51 4 0 1 3 2 0 0 1 0 0 0 498 46 17 3 3564 412518.00-19.00 1268 899 0 24 68 31 14 0 0 1 4 0 0 0 0 0 0 567 39 15 0 2930 327919.00-20.00 1340 1002 0 90 83 36 9 0 2 0 2 0 2 0 0 0 0 533 33 11 0 3143 3613


Peak Hour Traffic 100%0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

3-Seater

6-Seater

Goods Auto

Car Jeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 2374 1764 0 44 69 18 7 0 0 0 5 1 1 0 0 0 0 992 53 48 0 5376 61502011 3030 2146 0 54 88 23 9 0 0 0 6 1 1 0 0 0 0 1095 59 53 0 6564 75182016 3686 2488 0 62 107 28 11 0 0 0 6 1 1 0 0 0 0 1209 65 59 0 7724 88112021 4273 2884 0 72 124 32 13 0 0 0 7 2 2 0 0 0 0 1335 71 65 0 8880 101682026 4954 3344 0 83 144 38 15 0 0 0 7 2 2 0 0 0 0 1474 79 71 0 10213 117372031 5470 3692 0 92 159 41 16 0 0 0 8 2 2 0 0 0 0 1627 87 79 0 11275 129582036 6039 4076 0 102 176 46 18 0 0 0 9 2 2 0 0 0 0 1797 96 87 0 12449 14307

PCUsCycle Ricksha

wOthers


Time Period

Motorised Vehicle

Total Vehicles

Two Wheeler


Auto Rickshaw Car/Jeep/Van Passeng

er Jeep

Hand Cart & ADV


Cycle

Traffic Forecast

Time Period


Total Vehicles

PCUsTwo Wheeler


er Jeep

Cycle Ricksha

w

Hand Cart & ADV

Others


Cycle

ANNE-3-3 ANALYSIS-MOSL Rd-8(Mahaveer Chowk) Initial Commercial Traffic, Road No. 8

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.10 Total TrafficLocation : Mid Block Near to Mutha Year: 2006



CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated Articulated Tractor

Tractor Trailor

07.00-08.00 49 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 0 110 111 08.00-09.00 252 66 0 0 15 5 1 0 0 0 0 1 0 0 0 0 2 100 1 4 0 447 41109.00-10.00 770 268 0 3 27 5 7 0 0 0 0 0 0 0 0 0 1 164 2 2 0 1249 125010.00-11.00 1229 501 0 7 36 9 0 0 0 0 0 0 0 0 0 0 0 218 5 1 0 2006 209711.00-12.00 865 385 2 14 22 12 0 0 0 0 0 1 1 0 0 0 0 177 11 16 0 1506 161712.00-13.00 907 384 0 6 39 17 3 0 0 0 0 3 0 0 0 0 0 253 12 7 0 1631 167813.00-14.00 650 353 0 6 24 18 2 0 0 0 0 2 0 0 0 0 1 221 11 6 0 1294 139214.00-15.00 654 430 0 7 30 17 0 0 0 1 0 0 0 0 0 0 0 193 5 5 0 1342 152415.00-16.00 682 320 0 6 28 10 1 0 0 0 0 1 0 0 0 0 0 135 6 5 0 1194 128716.00-17.00 893 461 0 2 51 17 1 0 0 0 0 0 0 0 0 0 0 270 12 4 0 1711 182517.00-18.00 526 241 0 5 46 5 1 0 0 0 0 3 0 0 0 0 0 181 7 4 0 1019 104918.00-19.00 1509 517 0 9 38 13 1 0 0 0 0 3 0 0 0 0 0 330 15 5 0 2440 243219.00-20.00 1304 695 0 8 54 13 1 0 0 0 0 0 0 0 0 0 0 305 9 7 0 2396 262720.00-21.00 1179 436 0 7 44 18 1 1 0 0 0 2 0 0 0 0 0 240 8 12 0 1948 198921.00-22.00 679 203 0 6 42 5 3 0 0 0 1 2 0 0 0 0 0 183 9 10 0 1143 110422.00-23.00 588 335 0 8 26 10 0 0 0 0 0 2 0 0 0 0 0 136 7 2 0 1114 1244

Total 12736 5624 2 94 522 174 22 1 0 1 1 20 1 0 0 0 4 3138 120 90 0 22550 23634.2Trafic for calculation of MSL 27

Peak Hour Traffic


CarJeep/V

anGovt.C/J

/VMini Bus

Pvt. BusStand. Bus

LCV TruckSemi


Tractor Trailor

2006 1304 695 0 8 54 13 1 0 0 0 0 0 0 0 0 0 0 305 9 7 0 2396 26272011 1664 846 0 10 69 17 1 0 0 0 0 0 0 0 0 0 0 337 10 8 0 2961 32382016 2025 980 0 11 84 20 2 0 0 0 0 0 0 0 0 0 0 372 11 9 0 3513 38202021 2347 1136 0 13 97 23 2 0 0 0 0 0 0 0 0 0 0 410 12 9 0 4051 44162026 2721 1317 0 15 113 27 2 0 0 0 0 0 0 0 0 0 0 453 13 10 0 4673 51062031 3004 1454 0 17 124 30 2 0 0 0 0 0 0 0 0 0 0 500 15 11 0 5159 56382036 3317 1606 0 18 137 33 3 0 0 0 0 0 0 0 0 0 0 552 16 13 0 5696 6225

Hand Cart & ADV

Others

Non-Motorised VehiclesTruck Agriculture

CycleCycle

Rickshaw


Total Vehicles


Motorised Vehicle

Two Wheeler

Traffic Forecast

Time Period


VehiclesPCUsTwo

Wheeler


Bus

Others


Time Period Cycle Rickshaw


ANNE-3-3 ANALYSIS-MOSL RD-10

Initial CommercialTraffic.Road No. 10

Annexure 3.3


Road Name: Road No.12 Total TrafficYear 2006

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

08.00-09.00 31 19 0 2 5 6 0 0 0 1 2 2 2 2 0 0 0 7 1 0 0 80 10209.00-10.00 65 40 0 3 7 5 1 1 0 0 1 1 2 0 0 0 0 14 3 0 0 141 16610.00-11.00 137 110 0 6 14 7 1 0 0 1 1 0 1 1 0 0 0 25 5 1 0 308 38211.00-12.00 147 96 0 8 12 9 2 0 0 1 1 0 2 2 0 0 0 33 7 2 0 320 38112.00-13.00 111 102 0 9 8 7 0 1 1 0 1 1 1 1 0 0 0 21 6 2 0 268 34513.00-14.00 198 115 0 10 17 8 2 0 0 0 1 0 2 2 0 0 0 34 6 2 0 397 46514.00-15.00 108 99 0 9 9 6 1 1 0 0 0 1 1 0 0 0 0 29 7 2 0 272 34015.00-16.00 141 81 0 10 13 11 0 2 0 0 1 1 1 1 0 0 0 32 6 1 0 301 34416.00-17.00 99 98 0 10 15 10 1 1 0 0 1 1 2 2 0 0 0 30 5 3 0 276 35417.00-18.00 124 85 0 8 16 10 2 1 0 1 1 1 3 1 0 0 0 37 6 2 0 296 34918.00-19.00 132 141 0 6 17 16 2 1 0 2 1 1 1 2 0 0 0 28 5 2 0 355 46419.00-20.00 142 94 0 8 9 11 0 0 1 1 0 0 1 1 0 0 0 22 4 1 0 295 352


Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 198 115 0 10 17 8 2 0 0 0 1 0 2 2 0 0 0 34 6 2 0 397 4652011 253 140 0 12 21 11 2 0 0 0 1 0 3 2 0 0 0 38 6 2 0 492 5722016 308 163 0 14 26 13 2 0 0 0 1 0 3 3 0 0 0 42 7 3 0 584 6742021 357 188 0 16 30 15 3 0 0 0 1 0 4 3 0 0 0 46 8 3 0 674 7802026 414 218 0 19 34 17 3 0 0 0 1 0 4 4 0 0 0 51 9 2 0 777 8982031 457 241 0 21 38 19 3 0 0 0 2 0 4 4 0 0 0 56 9 2 0 858 9912036 504 266 0 23 42 21 4 0 0 0 2 0 5 4 0 0 0 62 10 2 0 947 1094

Truck Agriculture

CycleTime Period


Cycle Ricksha

w

Traffic Forecast

PCUsTwo Wheeler


Bus Total Vehicles

Hand Cart & ADV

Others

PCUsOthers Hand Cart & ADV


Cycle


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles

Bus Truck Agriculture Passenger Jeep

ANNE-3-3 ANALYSIS-MOSL 12 Initial Commercial Traffic, Road No. 12

Annexure 3.3



3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

08.00-09.00 28 2 0 1 1 1 1 1 0 1 0 2 13 2 0 0 0 19 1 0 0 72 8209.00-10.00 39 4 0 2 4 2 1 2 0 1 1 6 8 2 0 1 0 27 4 0 0 105 11110.00-11.00 102 6 0 2 11 4 1 4 0 2 3 3 13 4 0 0 0 36 6 4 0 199 20411.00-12.00 118 21 0 8 11 5 1 1 0 2 2 1 20 5 1 2 0 31 14 8 0 252 29912.00-13.00 98 25 0 7 8 6 0 4 1 1 4 1 25 3 1 0 0 33 13 9 0 237 28613.00-14.00 109 21 0 7 6 4 2 1 0 0 2 4 15 2 0 0 0 21 7 3 0 204 22414.00-15.00 90 18 0 7 6 8 1 6 0 0 5 3 19 2 0 0 0 15 15 4 0 199 23815.00-16.00 85 15 0 14 8 6 4 5 0 4 2 6 15 0 0 1 1 22 13 5 0 206 23716.00-17.00 151 15 0 1 14 5 3 1 0 0 4 6 13 2 0 0 0 15 18 1 0 248 25617.00-18.00 64 15 0 5 14 1 4 2 1 1 3 10 13 6 0 0 0 13 10 5 0 166 21318.00-19.00 81 8 0 8 8 6 1 1 0 0 1 4 15 4 0 0 0 25 5 4 0 170 18819.00-20.00 25 9 0 2 4 4 3 1 0 1 2 5 8 1 0 1 1 12 4 3 0 84 107


Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 118 21 0 8 11 5 1 1 0 2 2 1 20 5 1 2 0 31 14 8 0 252 2992011 151 26 0 9 14 6 2 2 0 2 2 2 24 6 1 3 0 34 15 9 0 308 3632016 184 30 0 11 17 8 2 2 0 3 3 2 28 7 1 3 0 38 17 10 0 364 4252021 213 34 0 13 20 9 3 3 0 3 3 2 32 8 1 3 0 41 19 11 0 418 4872026 247 40 0 15 23 10 3 3 0 3 3 3 35 9 1 4 0 46 21 9 0 474 5472031 273 44 0 16 26 11 3 3 0 3 3 3 39 10 1 4 0 51 23 9 0 523 6022036 301 49 0 18 28 12 4 4 0 4 4 3 43 11 2 4 0 56 25 9 0 576 663


Cycle

Passenger Jeep


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles



Bus Total Vehicles

Hand Cart & ADV

OthersTwo

Wheeler


Truck Agriculture

CycleTime Period


Cycle Ricksha

w

Traffic Forecast

PCUs

ANNE-3-3 ANALYSIS-MOSL 13 Initial Commercial Traffic Road No. 13

Annexure 3.3



3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

08.00-09.00 32 2 0 1 1 1 1 2 0 1 0 2 14 2 0 0 0 22 2 0 0 82 9409.00-10.00 45 5 0 2 5 2 1 2 0 1 2 7 9 2 0 1 0 31 5 0 0 120 12710.00-11.00 116 7 0 2 12 4 2 5 0 2 3 3 14 5 0 0 0 41 6 4 0 227 23311.00-12.00 135 24 0 9 13 6 2 2 0 2 2 2 22 6 1 2 0 35 16 10 0 288 34112.00-13.00 112 29 0 8 10 7 0 4 1 1 5 1 28 3 1 0 0 38 14 10 0 271 32713.00-14.00 125 24 0 8 6 5 2 2 0 0 2 4 17 2 0 0 0 24 8 3 0 233 25614.00-15.00 103 21 0 8 6 10 1 6 0 0 6 3 22 2 0 0 0 17 18 5 0 227 27215.00-16.00 98 18 0 16 10 6 4 6 0 4 2 7 18 0 0 1 1 26 14 6 0 235 27116.00-17.00 172 17 0 1 16 6 3 2 0 0 4 6 15 2 0 0 0 18 20 2 0 283 29317.00-18.00 74 18 0 6 16 1 4 2 1 1 3 11 14 7 0 0 0 15 11 6 0 190 24318.00-19.00 92 10 0 10 9 7 1 1 0 0 2 5 17 4 0 0 0 28 6 5 0 194 21419.00-20.00 29 10 0 2 5 4 3 1 0 1 2 6 9 1 0 1 1 14 5 3 0 96 123

Total 1132 184 0 73 108 58 23 34 2 13 34 58 199 38 2 5 2 307 125 53 0 2447 2794Trafic for calculation of MSL 350.4

Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 135 24 0 9 13 6 2 2 0 2 2 2 22 6 1 2 0 35 16 10 0 288 3412011 173 29 0 11 16 7 2 2 0 3 3 2 27 7 1 3 0 39 18 11 0 352 4152016 210 34 0 12 20 9 2 2 0 3 3 2 32 8 1 3 0 43 20 12 0 416 4852021 243 39 0 14 23 10 3 3 0 3 3 3 37 9 1 4 0 47 22 13 0 478 5572026 282 45 0 17 27 12 3 3 0 4 4 3 40 10 1 4 0 52 24 11 0 542 6252031 312 50 0 18 29 13 4 4 0 4 4 3 45 11 2 5 0 58 26 11 0 598 6882036 344 55 0 20 33 14 4 4 0 4 4 4 49 12 2 5 0 64 29 11 0 659 758

Truck Agriculture

CycleTime Period


Cycle Ricksha

w

Traffic Forecast

PCUsTwo Wheeler


Bus Total Vehicles

Hand Cart & ADV

Others



Cycle


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles

Bus Truck Agriculture Passenger Jeep

ANNE-3-3 ANALYSIS-MOSL 14 Initial Commertial Traffic, Road No. 14

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.17 Total TrafficLocation : Dena Bank Year: 2006


CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


Tractor Trailor

07.00-08.00 57 10 0 0 0 1 0 0 5 0 0 1 3 3 0 0 0 44 10 0 0 134 08.00-09.00 83 25 0 2 4 11 0 0 3 0 0 0 5 8 0 0 0 58 23 4 0 22609.00-10.00 136 51 0 3 9 10 0 0 4 0 0 0 8 5 0 0 0 102 54 6 0 38810.00-11.00 188 47 0 4 14 9 0 0 2 0 0 0 8 8 0 0 0 127 44 5 0 45611.00-12.00 208 48 0 1 11 7 0 1 1 1 0 0 8 12 0 0 0 111 42 13 0 46412.00-13.00 188 40 0 7 12 12 1 0 0 0 0 1 11 11 0 0 0 90 24 3 0 40013.00-14.00 192 48 0 2 11 10 0 0 0 0 0 1 9 7 0 0 0 119 30 3 0 43214.00-15.00 144 39 0 4 9 20 0 0 0 0 0 0 8 8 1 0 0 93 40 1 0 36715.00-16.00 126 48 1 4 15 13 2 0 1 0 0 1 6 1 1 0 0 96 43 2 0 36016.00-17.00 118 40 0 8 14 13 0 0 3 0 0 0 6 10 0 0 5 62 23 4 0 30617.00-18.00 158 84 0 9 14 12 1 0 7 0 0 2 10 6 0 0 0 96 37 2 0 43818.00-19.00 153 95 0 3 55 41 0 6 2 0 0 1 12 14 0 0 0 98 45 1 0 52619.00-20.00 267 106 0 8 36 19 0 0 0 0 0 0 13 16 0 0 0 122 54 0 0 641


Peak Hour Traffic


CarJeep/V

anGovt.C/J

/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


Tractor Trailor

2006 267 106 0 8 36 19 0 0 0 0 0 0 13 16 0 0 0 122 54 0 0 6412011 341 129 0 10 46 24 0 0 0 0 0 0 16 19 0 0 0 135 60 0 0 7792016 415 150 0 11 56 30 0 0 0 0 0 0 18 23 0 0 0 149 66 0 0 9162021 481 173 0 13 65 34 0 0 0 0 0 0 21 26 0 0 0 164 73 0 0 10502026 557 201 0 15 75 40 0 0 0 0 0 0 23 29 0 0 0 181 80 0 0 12022031 615 222 0 17 83 44 0 0 0 0 0 0 26 32 0 0 0 200 89 0 0 13272036 679 245 0 18 92 48 0 0 0 0 0 0 29 35 0 0 0 221 98 0 0 1465

Time Period

Motorised Vehicle

Two Wheeler


Hand Cart & ADV

Others

Passenger Jeep

Cycle Rickshaw

Hand Cart & ADV

OthersTruck Agriculture

Cycle

Traffic Forecast

Total Vehicles

Total Vehicles


Two Wheeler

Cycle Rickshaw


Non-Motorised VehiclesBus


Bus Truck Agriculture CycleTime Period

Motorised Vehicle

ANNE-3-3 ANALYSIS-MOSL RD.-17-2 Initial Commercial Traffic, Road No.17

Annexure 3.3

128249414456486412424383369358492616713

5499

713867

10151167133414731626

PCUs

PCUs

ANNE-3-3 ANALYSIS-MOSL RD.-17-2 Initial Commercial Traffic, Road No.17

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No. 18 Total TrafficLocation : Midblock Between Mahaveer and Ghandhi Statue Year: 2006


CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


08.00-09.00 201 212 8 12 18 2 4 5 6 2 4 1 1 128 13 2 2 621 76109.00-10.00 408 406 23 10 16 1 3 7 1 1 1 345 25 8 2 1257 143910.00-11.00 1298 893 18 28 14 5 7 1 1 503 29 9 1 2807 317111.00-12.00 1267 819 30 26 23 1 6 1 1 2 530 17 7 2730 301012.00-13.00 1314 914 25 26 7 1 5 1 1 612 28 18 2952 328113.00-14.00 841 432 22 39 27 6 6 329 33 19 1754 186314.00-15.00 609 404 25 50 45 9 1 1 1 1 32 16 1 1195 145715.00-16.00 605 423 23 36 28 2 1 1 6 1 0 227 21 5 1379 157116.00-17.00 547 442 30 41 28 3 1 3 1 188 30 10 1324 157717.00-18.00 658 471 26 41 36 2 1 3 2 1 258 30 7 1536 175518.00-19.00 445 309 19 38 17 12 1 4 217 19 10 1091 121319.00-20.00 565 409 35 71 34 9 2 2 2 283 21 8 1441 1605


Peak Hour Traffic

3-Seater

6-SeaterGoods Auto

CarJeep/V

anGovt C/J/V

Mini Bus

Pvt Bus

Stand Bus

LCV TruckSemi

Articulated

Articulated

Tractor Trailer

2006 1314 914 0 25 26 7 1 0 0 0 5 1 1 0 0 0 0 612 28 18 0 2952 32812011 1677 1112 0 30 33 9 1 0 0 0 6 1 1 0 0 0 0 676 31 20 0 3597 40082016 2040 1289 0 35 40 11 2 0 0 0 6 1 1 0 0 0 0 746 34 22 0 4229 46972021 2365 1494 0 41 47 13 2 0 0 0 7 2 2 0 0 0 0 824 38 24 0 4857 54192026 2742 1732 0 47 54 15 2 0 0 0 7 2 2 0 0 0 0 909 42 27 0 5582 62522031 3027 1913 0 52 60 16 2 0 0 0 8 2 2 0 0 0 0 1004 46 30 0 6163 69032036 3343 2112 0 58 66 18 3 0 0 0 9 2 2 0 0 0 0 1109 51 33 0 6804 7622

Others


Time Period

Motorised VehicleBus Truck Agriculture

Two Wheeler


Jeep


Others Hand Cart & ADV

Total Vehicles

PCUsCycleCycle

Rickshaw

Traffic Forecast

Year


Total Vehicles

Total PCUs

Two Wheeler


JeepCycle

Rickshaw

Hand Cart & ADV


Cycle

ANNE-3-3 ANALYSIS-MOSL RD.-18 Initial Commercial Traffic, Road No. 18

Annexure 3.3


Road Name: Road No.19(Chikkalawadi Road) Total TrafficLocation : Near to Hingoli Gate Year: 2006

3-Seater 6-Seater Goods Auto

Car Jeep/Van

Govt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV Truck Semi Articulated

Articulated


07.00-08.00 216 84 0 16 23 20 4 1 1 1 0 1 1 0 0 0 1 147 14 4 534 514 08.00-09.00 452 168 0 13 40 39 2 1 0 4 0 3 9 0 0 2 0 218 20 5 976 96509.00-10.00 666 304 1 30 54 57 3 0 1 2 0 3 1 0 0 1 1 323 29 11 1487 151310.00-11.00 916 507 0 46 71 45 6 2 3 1 0 5 4 0 0 0 1 372 31 11 2021 217011.00-12.00 1031 542 0 46 95 45 9 0 2 1 0 2 7 0 0 0 0 277 40 25 2122 234212.00-13.00 1064 467 0 57 79 36 7 0 0 1 0 2 6 0 0 1 1 227 45 16 2009 217313.00-14.00 624 333 0 35 68 59 8 1 0 3 0 3 3 0 0 0 3 159 38 10 1347 150514.00-15.00 782 302 0 23 64 59 4 1 2 1 0 3 3 3 0 1 0 124 25 16 1413 151415.00-16.00 612 309 0 38 54 40 5 1 0 0 0 2 1 0 0 1 1 132 22 4 1222 135016.00-17.00 642 349 0 35 65 41 5 2 1 2 0 4 3 0 0 0 0 176 21 11 1357 150117.00-18.00 823 323 0 38 68 52 7 4 0 2 1 3 9 0 0 1 1 200 29 6 1567 164218.00-19.00 758 365 0 33 97 55 12 0 0 2 0 1 1 0 0 1 2 208 26 12 1573 169619.00-20.00 700 386 0 40 74 70 5 0 0 4 0 0 2 1 0 3 2 253 20 9 1569 171420.00-21.00 725 309 0 33 60 43 1 5 1 6 0 1 2 1 0 0 0 195 16 6 1404 147521.00-22.00 629 166 0 18 65 37 7 1 0 1 0 6 1 0 0 1 2 170 11 11 1126 108722.00-23.00 349 98 0 8 45 37 1 1 1 0 0 1 2 1 0 0 0 122 0 2 668 629Total 10989 5012 1 509 1022 735 86 20 12 31 1 40 55 6 0 12 15 3303 387 159 0 22395 23790


Peak Hour Traffic


CarJeep/V

anGovt.C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


d Tractor

Tractor Trailor

2006 1031 542 0 46 95 45 9 0 2 1 0 2 7 0 0 0 0 277 40 25 0 2122 23422011 1938 989 0 65 158 77 13 0 2 3 0 3 9 0 0 0 0 460 47 29 0 3795 41652016 2357 1147 0 76 192 93 16 0 3 3 0 4 11 0 0 0 0 508 52 32 0 4495 49062021 2733 1329 0 88 223 108 19 0 3 3 0 4 13 0 0 0 0 561 58 36 0 5177 56652026 3168 1541 0 102 258 126 22 0 3 3 1 5 14 0 0 0 0 619 64 40 0 5965 65402031 3498 1702 0 112 285 139 24 0 4 4 1 5 15 0 0 0 0 684 70 44 0 6585 7221

Hand Cart & ADV

Others


CycleCycle

Rickshaw

Traffic Forecast

Time Period


VehiclesPCUsTwo

Wheeler


Jeep

Bus


Total Vehicles

PCUsCycle Rickshaw

Hand Cart & ADV

Others



Time Period

Motorised Vehicle

Two Wheeler


Jeep

ANNE-3-3 ANALYSIS-MOSL RD NO.-19 Initial Commercial Traffic, Road No. 19

Annexure 3.3

2036 3862 1879 0 124 315 153 26 0 4 4 1 5 17 0 0 0 0 755 78 48 0 7271 7973

ANNE-3-3 ANALYSIS-MOSL RD NO.-19 Initial Commercial Traffic, Road No. 19

Annexure 3.3



3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

07.00-08.00 34 6 0 0 0 1 0 0 3 0 0 1 2 2 0 0 0 26 6 0 0 80 77 08.00-09.00 50 15 0 1 2 7 0 0 2 0 0 0 3 5 0 0 0 35 14 2 0 136 14909.00-10.00 82 31 0 2 5 6 0 0 2 0 0 0 5 3 0 0 0 61 32 4 0 233 24910.00-11.00 113 28 0 2 8 5 0 0 1 0 0 0 5 5 0 0 0 76 26 3 0 274 27311.00-12.00 125 29 0 1 7 4 0 1 1 1 0 0 5 7 0 0 0 67 25 8 0 278 29212.00-13.00 113 24 0 4 7 7 1 0 0 0 0 1 7 7 0 0 0 54 14 2 0 240 24713.00-14.00 115 29 0 1 7 6 0 0 0 0 0 1 5 4 0 0 0 71 18 2 0 259 25414.00-15.00 86 23 0 2 5 12 0 0 0 0 0 0 5 5 1 0 0 56 24 1 0 220 23015.00-16.00 76 29 1 2 9 8 1 0 1 0 0 1 4 1 1 0 0 58 26 1 0 216 22116.00-17.00 71 24 0 5 8 8 0 0 2 0 0 0 4 6 0 0 3 37 14 2 0 184 21517.00-18.00 95 50 0 5 8 7 1 0 4 0 0 1 6 4 0 0 0 58 22 1 0 263 29518.00-19.00 92 57 0 2 33 25 0 4 1 0 0 1 7 8 0 0 0 59 27 1 0 316 37019.00-20.00 160 64 0 5 22 11 0 0 0 0 0 0 8 10 0 0 0 73 32 0 0 385 428


Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 160 64 0 5 22 11 0 0 0 0 0 0 8 10 0 0 0 73 32 0 0 385 4282011 204 77 0 6 28 15 0 0 0 0 0 0 9 12 0 0 0 81 36 0 0 468 5202016 249 90 0 7 34 18 0 0 0 0 0 0 11 14 0 0 0 89 39 0 0 550 6092021 288 104 0 8 39 21 0 0 0 0 0 0 13 16 0 0 0 99 44 0 0 630 7002026 334 121 0 9 45 24 0 0 0 0 0 0 14 17 0 0 0 109 48 0 0 721 8002031 369 133 0 10 50 26 0 0 0 0 0 0 16 19 0 0 0 120 53 0 0 796 8842036 408 147 0 11 55 29 0 0 0 0 0 0 17 21 0 0 0 133 59 0 0 879 976


Cycle

Passenger Jeep


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles



Traffic Forecast

PCUsTwo Wheeler


Bus Total Vehicles

Hand Cart & ADV

Others

Truck Agriculture

CycleTime Period


Cycle Ricksha

w


Annexure 3.3



3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

07.00-08.00 35 14 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 21 3 0 0 78 77 08.00-09.00 55 46 0 1 5 0 0 0 1 1 2 0 0 0 0 0 0 18 4 1 0 136 16709.00-10.00 92 86 0 1 6 1 0 0 1 0 1 0 0 0 0 0 0 44 6 2 0 240 28910.00-11.00 92 82 0 4 8 0 0 0 0 0 0 0 0 0 0 0 0 49 7 3 0 246 29011.00-12.00 85 69 0 4 10 1 1 0 0 0 0 0 0 0 0 0 0 48 18 7 0 242 28412.00-13.00 96 74 0 5 11 0 1 0 0 0 0 0 0 0 0 0 0 43 14 3 0 247 28813.00-14.00 90 67 0 4 10 2 0 0 0 0 0 0 0 0 0 0 0 38 8 3 0 223 25814.00-15.00 88 61 0 6 9 2 1 0 0 0 0 0 0 0 0 0 0 37 12 6 0 222 25715.00-16.00 54 47 0 5 8 1 1 0 0 0 1 0 0 0 0 0 0 44 9 2 0 171 19316.00-17.00 46 58 0 4 14 1 0 0 0 0 0 0 0 0 0 0 0 28 5 3 0 162 20317.00-18.00 82 63 0 2 23 1 0 0 0 0 0 0 0 0 0 0 0 21 15 1 0 210 25318.00-19.00 73 58 0 3 20 1 1 0 0 0 1 0 0 0 0 0 0 36 9 1 0 205 23519.00-20.00 89 62 0 5 22 2 1 0 0 0 1 0 0 0 0 0 0 35 5 1 0 223 252


Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 92 82 0 4 8 0 0 0 0 0 0 0 0 0 0 0 0 49 7 3 0 246 2902011 117 100 0 5 10 1 0 0 0 0 0 0 0 0 0 0 0 54 8 3 0 299 3532016 142 116 0 5 13 1 0 0 1 0 0 0 0 0 0 0 0 60 8 4 0 350 4122021 165 134 0 6 15 1 1 0 1 0 0 0 0 0 0 0 0 66 9 4 0 402 4752026 191 155 0 7 17 1 1 0 1 0 0 0 0 0 0 0 0 73 10 3 0 460 5452031 211 171 0 8 19 1 1 0 1 0 0 0 0 0 0 0 0 80 11 3 0 507 6012036 233 189 0 9 21 1 1 0 1 1 1 0 0 0 0 0 0 89 12 3 0 560 662

Truck Agriculture

CycleTime Period


Cycle Ricksha

w

Traffic Forecast

PCUsTwo Wheeler


Bus Total Vehicles

Hand Cart & ADV

Others



Passenger Jeep


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles


Cycle

ANNE-3-3 ANALYSIS-MOSL 23 Initial commercial Traffic, Road No. 23

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No. 24 Total Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt Bus

Stand Bus

LCV TruckSemi

Articulated

Articulated

Tractor Trailor

09.00-10.00 222 128 1 24 32 26 2 16 7 4 26 11 108 39 3 1 1 130 9 7 795 112610.00-11.00 364 184 0 32 41 31 3 15 21 8 30 25 158 55 2 2 1 188 20 7 1187 164911.00-12.00 295 189 0 28 34 26 1 13 14 6 34 24 135 50 1 0 1 131 32 15 1028 150012.00-13.00 336 215 0 38 40 40 5 16 16 4 43 26 189 52 1 2 2 117 33 15 1190 178213.00-14.00 375 200 0 37 39 36 2 18 12 8 37 26 200 51 2 2 2 88 29 15 1179 176714.00-15.00 304 209 0 38 27 26 4 12 16 6 35 28 176 47 1 1 2 75 34 12 1052 162215.00-16.00 268 208 1 33 33 37 2 14 17 6 33 21 173 51 1 3 3 67 18 8 997 157816.00-17.00 274 174 0 35 36 32 3 14 19 6 29 20 190 37 2 2 2 90 28 11 1004 151817.00-18.00 251 210 0 40 41 35 2 16 24 3 34 22 192 47 6 4 4 69 35 7 1042 167118.00-19.00 322 222 0 41 37 45 5 12 22 5 34 18 191 60 1 2 3 83 34 9 1146 177919.00-20.00 307 226 1 45 40 49 3 16 29 7 43 24 217 47 1 1 8 80 33 13 1190 186020.00-21.00 319 213 0 35 34 47 3 12 20 11 29 27 174 58 5 4 3 113 22 10 1138 173521.00-22.00 274 144 0 18 36 37 0 5 11 7 22 24 136 39 1 0 1 93 14 5 869 125522.00-23.00 224 130 1 23 30 32 0 4 4 8 11 28 108 48 3 1 2 73 12 5 748 113323.00-00.00 158 99 0 9 26 24 1 1 4 2 12 20 81 56 2 1 2 58 6 1 562 90800.00-01.00 134 64 0 10 23 33 2 0 1 3 6 20 81 43 1 0 0 34 9 2 466 74001.00-02.00 55 20 0 6 14 23 2 1 0 3 2 13 70 37 1 0 0 10 3 1 261 47802.00-03.00 28 6 0 4 7 11 0 0 1 4 2 10 52 27 1 1 0 4 0 1 159 31803.00-04.00 9 2 0 3 4 10 0 0 1 4 1 6 44 38 6 0 2 1 0 0 132 33004.00-05.00 5 2 0 0 3 7 1 0 0 1 2 5 45 35 3 0 0 1 1 0 113 28805.00-06.00 9 2 0 1 4 10 0 1 1 1 2 4 50 26 0 0 0 3 1 0 118 26506.00-07.00 29 17 0 8 8 13 1 2 0 0 4 6 69 19 1 0 2 16 4 1 201 36507.00-08.00 105 59 0 7 11 22 2 4 0 2 7 11 81 45 0 0 0 82 4 1 443 690 08.00-09.00 172 96 0 15 21 35 2 12 5 3 20 11 94 45 4 1 0 125 13 4 676 977


Peak Hour Traffic


3-Seater 6- SeaterGoods Auto

CarJeep/ Van

Govt. C/J/V

MiniPvt. Bus

ST Bus LCV TruckSemi

Articulated

Articulated


2006 307 226 1 45 40 49 3 16 29 7 43 24 217 47 1 1 8 80 33 13 0 1190 18602011 392 276 1 54 51 63 4 20 32 8 47 30 264 57 1 2 10 88 37 14 0 1449 22542016 477 319 1 63 63 77 4 25 35 9 52 34 305 66 1 2 12 97 40 16 0 1698 26212021 553 370 1 73 73 89 5 29 39 10 58 40 354 76 1 2 13 107 45 17 0 1954 30182026 641 429 1 84 84 103 6 33 43 11 64 44 391 84 1 2 15 118 49 19 0 2223 34122031 707 474 1 93 93 114 7 37 48 12 70 49 432 93 1 3 16 130 54 21 0 2455 37672036 781 523 2 103 102 126 7 40 52 13 77 54 477 103 2 3 18 144 60 23 0 2710 4159

Others

Truck Agriculture

CycleCycle

Rickshaw

Traffic Forecast

Year

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Jeep

Bus Hand Cart & ADV

Others


Cycle Rickshaw

Hand Cart & ADV


Cycle


Time Period

Motorised Vehicle

Total Vehicles

Total PCUs

Two Wheeler


Jeep


Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No. 27 Total TrafficLocation :Navghat Year 2006



CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

09.00-10.00 52 2 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 53 8 2 0 12210.00-11.00 85 7 0 1 2 2 1 0 0 0 0 2 3 0 0 0 0 62 7 4 0 17611.00-12.00 75 2 0 2 0 0 0 0 0 0 0 1 2 0 0 0 0 57 4 0 0 14312.00-13.00 81 4 1 0 1 1 1 0 0 0 0 0 10 0 0 0 0 44 2 0 0 14516.00-17.00 73 11 1 0 1 0 0 0 0 0 0 3 4 0 0 0 0 41 2 2 0 13817.00-18.00 75 8 4 2 2 7 1 0 0 0 0 3 1 0 0 0 0 40 1 5 0 14918.00-19.00 70 7 1 0 1 0 0 0 0 0 0 3 4 0 0 0 0 51 0 3 0 14019.00-20.00 58 7 0 2 2 0 0 0 0 0 0 2 4 0 0 0 0 40 0 4 0 119Total 569 48 7 7 9 10 3 0 0 0 0 16 31 0 0 0 0 388 24 20 0 1132


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

2006 85 7 0 1 2 2 1 0 0 0 0 2 3 0 0 0 0 62 7 4 0 1762011 224 33 0 2 6 6 2 0 0 0 2 6 19 2 0 0 0 146 15 10 0 4732016 273 39 0 3 7 7 3 0 0 0 2 7 22 2 0 0 0 161 17 11 0 5522021 316 45 0 3 8 8 3 0 0 0 2 9 25 2 0 0 0 178 19 12 0 6302026 367 52 0 4 9 9 4 0 0 0 2 9 28 3 0 0 0 196 21 13 0 7172031 405 57 0 4 10 10 4 0 0 0 2 10 31 3 0 0 0 217 23 14 0 7912036 447 63 0 4 11 11 5 0 0 0 3 11 34 3 0 0 0 239 25 16 0 874

Others

Traffic Forecast

Time Period


VehiclesTwo

Wheeler

Auto Rickshaw Car/Jeep/VanOthersPassenger

Jeep


Cycle Rickshaw

Hand Cart & ADV



Time Period


VehiclesTwo

Wheeler


Cycle Rickshaw

Hand Cart & ADV


ANNE-3-3 ANALYSIS-MOSL rd -27 Initial Commercial Traffic, Road No. 27

Annexure 3.3

95143103121120131114102929

143428500572651718793

PCUs

PCUs

ANNE-3-3 ANALYSIS-MOSL rd -27 Initial Commercial Traffic, Road No. 27

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No. 28 (Bhaghtat Singh Road) Total TrafficLocation : mid Near Tower Year: 2006



CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 150 102 1 5 15 12 4 5 1 4 17 5 8 1 0 2 1 161 27 3 0 523 576 08.00-09.00 274 136 3 33 26 23 4 4 6 6 18 32 4 3 0 1 0 271 27 11 0 882 91509.00-10.00 244 188 2 21 50 40 8 17 1 7 8 14 12 1 0 1 1 293 37 7 0 952 101610.00-11.00 339 245 0 42 76 30 15 20 5 4 8 23 22 11 0 2 2 376 42 14 0 1276 139711.00-12.00 329 424 0 93 80 68 10 30 6 11 16 24 12 4 0 4 0 418 92 52 0 1673 202412.00-13.00 594 477 0 89 86 54 10 12 1 6 25 22 19 3 0 0 0 543 84 38 0 2063 231413.00-14.00 508 424 0 58 54 31 9 17 0 3 18 15 20 2 0 2 0 565 104 45 0 1875 207714.00-15.00 531 556 0 44 83 47 6 14 0 3 15 18 12 1 1 1 3 479 94 49 0 1957 231615.00-16.00 553 362 0 63 96 56 10 43 0 3 20 33 36 1 0 3 0 337 118 50 0 1783 206916.00-17.00 567 275 1 90 147 37 11 33 2 4 19 27 20 6 0 2 1 340 126 51 0 1759 196317.00-18.00 589 278 0 133 100 44 16 36 4 10 20 29 34 1 0 1 0 280 125 64 0 1764 203018.00-19.00 824 233 2 102 90 42 9 26 3 5 12 37 23 2 0 2 1 200 106 47 0 1766 191519.00-20.00 536 255 1 62 81 36 4 27 4 8 11 27 17 0 0 4 2 324 68 42 0 1509 164320.00-21.00 530 179 0 52 66 51 14 27 6 12 9 18 11 2 0 1 0 296 59 38 0 1371 141521.00-22.00 529 159 0 87 110 15 10 18 2 5 20 22 13 0 0 0 0 199 35 42 0 1266 134322.00-23.00 298 150 0 23 47 11 1 8 0 5 10 5 6 0 0 0 0 145 25 15 0 749 816Total 7395 4443 10 997 1207 597 141 337 41 96 246 351 269 38 1 26 11 5226 1169 568 0 23168 25828


Peak Hour Traffic


CarJeep/Va

nGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 594 477 0 89 86 54 10 12 1 6 25 22 19 3 0 0 0 543 84 38 0 2063 23142011 758 580 0 108 110 69 13 15 1 7 28 27 23 4 0 0 0 600 93 42 0 2477 27902016 922 673 0 126 134 84 16 19 1 7 30 31 27 4 0 0 0 662 102 46 0 2884 32462021 1069 780 0 146 155 97 18 22 1 8 34 36 31 5 0 0 0 731 113 51 0 3296 37262026 1240 904 0 169 179 113 21 25 1 9 37 40 34 5 0 0 0 807 125 56 0 3766 42722031 1369 998 0 186 198 124 23 28 2 10 41 44 38 6 0 0 0 891 138 62 0 4158 47172036 1511 1102 0 206 219 137 25 31 2 11 45 48 42 7 0 0 0 984 152 69 0 4590 5208

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler

Auto Rickshaw Bus Truck Agriculture

Cycle


Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Jeep

Truck Agriculture

Car/Jeep/VanPassenger

JeepCycle

Rickshaw

OthersCycle

Cycle Rickshaw

Hand Cart & ADV

Hand Cart & ADV

Others


Traffic Forecast

Bus

ANNE-3-3 ANALYSIS-MOSL RD.NO.-28 Initial Commercial Traffic, Road No. 28

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.28A

Total TrafficYear 2006



MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d Tractor Trailor

07.00-08.00 150 102 1 5 15 12 4 5 1 4 17 5 8 1 0 2 1 161 27 3 0 523 576 08.00-09.00 274 136 3 33 26 23 4 4 6 6 18 32 4 3 0 1 0 271 27 11 0 882 91509.00-10.00 244 188 2 21 50 40 8 17 1 7 8 14 12 1 0 1 1 293 37 7 0 952 101610.00-11.00 339 245 0 42 76 30 15 20 5 4 8 23 22 11 0 2 2 376 42 14 0 1276 139711.00-12.00 329 424 0 93 80 68 10 30 6 11 16 24 12 4 0 4 0 418 92 52 0 1673 202412.00-13.00 594 477 0 89 86 54 10 12 1 6 25 22 19 3 0 0 0 543 84 38 0 2063 231413.00-14.00 508 424 0 58 54 31 9 17 0 3 18 15 20 2 0 2 0 565 104 45 0 1875 207714.00-15.00 531 556 0 44 83 47 6 14 0 3 15 18 12 1 1 1 3 479 94 49 0 1957 231615.00-16.00 553 362 0 63 96 56 10 43 0 3 20 33 36 1 0 3 0 337 118 50 0 1783 206916.00-17.00 567 275 1 90 147 37 11 33 2 4 19 27 20 6 0 2 1 340 126 51 0 1759 196317.00-18.00 589 278 0 133 100 44 16 36 4 10 20 29 34 1 0 1 0 280 125 64 0 1764 203018.00-19.00 824 233 2 102 90 42 9 26 3 5 12 37 23 2 0 2 1 200 106 47 0 1766 191519.00-20.00 536 255 1 62 81 36 4 27 4 8 11 27 17 0 0 4 2 324 68 42 0 1509 164320.00-21.00 530 179 0 52 66 51 14 27 6 12 9 18 11 2 0 1 0 296 59 38 0 1371 141521.00-22.00 529 159 0 87 110 15 10 18 2 5 20 22 13 0 0 0 0 199 35 42 0 1266 134322.00-23.00 298 150 0 23 47 11 1 8 0 5 10 5 6 0 0 0 0 145 25 15 0 749 816

Total 7394.6 4443 10 997 1207 596.5 140.6 337 41 96 246 351 269 38 1 26 11 5226 1169 568 23168 25828Trafic for calculation of MSL 1079

Peak Hour Traffic 30%Diverted Traffic 622 330 0 9 37 19 2 0 0 1 0 1 1 0 0 0 0 154 3 2 0 1181 1290



MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d Tractor Trailor

2006 346 266 0 16 36 20 2 4 0 1 5 6 4 0 0 0 1 190 29 15 0 942 10822011 441 323 0 19 46 25 3 5 0 1 5 7 5 0 0 0 1 210 32 17 0 1143 13142016 537 375 0 23 56 31 4 7 0 2 6 8 5 0 0 0 1 232 36 19 0 1340 15362021 623 435 0 26 65 36 4 8 0 2 6 9 6 0 0 0 1 256 39 21 0 1537 17682026 722 504 0 30 75 42 5 9 0 2 7 10 7 1 1 1 2 282 43 23 0 1763 20342031 797 556 0 33 83 46 5 10 0 2 8 11 8 1 1 1 2 312 48 25 0 1947 22462036 880 614 0 37 91 51 6 11 0 2 8 12 8 1 1 1 2 344 53 28 0 2149 2480

PCUsTwo Wheeler


Jeep


CycleCycle

Rickshaw

Time Period


Total Vehicles

Hand Cart & ADV

Others


Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Others

Traffic Forecast

Passenger Jeep

Cycle Ricksha

w

Hand Cart & ADV


Cycle

ANNE-3-3 ANALYSIS-MOSL 28 A Initial Commercial Traffic, Road No. 28A

Annexure 3.3


Road Name: Road No.29 (Crusher Road) Total TrafficYear 2006

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

08.00-09.00 31 19 0 1 2 1 0 0 0 0 0 2 1 0 0 0 0 23 11 5 0 95 10809.00-10.00 67 56 0 2 2 2 0 0 0 0 0 2 0 0 0 0 0 44 16 3 0 194 22610.00-11.00 77 67 0 3 3 2 0 1 0 0 0 2 1 0 0 0 0 62 17 2 0 236 26711.00-12.00 95 76 0 3 5 2 0 1 0 0 0 3 2 0 0 0 0 41 16 7 0 251 30312.00-13.00 126 86 1 2 5 3 0 1 0 0 0 1 2 0 0 0 0 49 10 2 0 290 33313.00-14.00 149 101 0 4 6 2 0 1 0 0 0 1 0 0 0 0 0 41 15 4 0 323 38014.00-15.00 120 85 0 2 3 2 1 1 0 0 0 2 1 0 0 0 0 55 12 5 0 289 33115.00-16.00 106 79 0 7 4 6 1 0 0 0 1 1 2 0 0 0 0 54 15 5 0 280 32616.00-17.00 55 40 0 3 3 2 0 1 0 0 0 2 1 0 0 0 0 36 11 5 0 162 18717.00-18.00 113 76 0 4 5 2 1 1 0 0 1 2 2 0 0 0 0 46 14 6 0 273 31818.00-19.00 92 65 0 4 5 4 0 1 0 0 0 1 2 1 0 0 0 38 11 5 0 231 27219.00-20.00 49 38 0 2 4 2 0 1 0 0 0 2 1 0 0 0 0 17 7 3 0 125 153


Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 149 101 0 4 6 2 0 1 0 0 0 1 0 0 0 0 0 41 15 4 0 323 3802011 190 122 0 5 7 2 0 1 0 0 0 1 0 0 0 0 0 45 16 4 0 396 4642016 231 142 0 6 9 2 0 1 0 0 0 2 0 0 0 0 0 50 18 5 0 467 5442021 268 164 0 6 10 3 1 2 0 0 0 2 0 0 0 0 0 55 20 5 0 537 6272026 311 190 0 7 12 3 1 2 0 0 0 2 1 0 0 0 0 61 22 4 0 616 7202031 343 210 0 8 13 3 1 2 0 0 0 2 1 0 0 0 0 67 24 4 0 680 7942036 379 232 0 9 14 4 1 2 0 1 1 3 1 0 0 0 0 74 27 4 0 750 875


Cycle

Passenger Jeep


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles



Traffic Forecast

PCUsTwo Wheeler


Bus Total Vehicles

Hand Cart & ADV

Others

Truck Agriculture

CycleTime Period


Cycle Ricksha

w


Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.30 Total TrafficLocation : Mid Block Between latur Phata and Milk Dairy Year: 2006

3-Seater6-

SeaterGoods Auto

CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


08.00-09.00 114 46 0 9 10 8 0 4 1 7 4 15 39 5 0 5 1 36 1 2 0 307 41209.00-10.00 108 79 0 11 24 4 2 3 0 6 9 16 62 1 0 5 1 55 1 1 0 388 53810.00-11.00 73 25 0 3 9 3 0 2 0 6 5 6 28 0 0 1 0 28 0 0 0 189 23511.00-12.00 111 40 0 2 10 11 1 0 0 6 4 2 29 1 1 1 0 7 1 0 0 227 29412.00-13.00 78 50 0 4 10 6 1 1 0 6 6 2 29 1 0 2 1 16 0 0 0 213 29913.00-14.00 85 61 0 4 14 5 0 2 0 3 3 3 19 1 0 2 0 53 0 3 0 258 31614.00-15.00 113 66 0 2 10 10 0 3 0 7 9 18 44 11 0 1 1 33 1 0 0 329 47015.00-16.00 135 34 1 7 17 13 2 9 0 14 11 15 42 13 0 4 0 11 0 2 0 330 46816.00-17.00 115 46 0 4 21 10 0 3 0 10 6 21 35 11 0 5 1 11 0 1 0 300 43517.00-18.00 73 55 0 8 32 9 0 1 0 6 13 41 46 9 1 1 0 8 1 0 0 304 46818.00-19.00 56 34 0 10 12 8 1 3 0 8 5 14 37 2 5 4 3 38 0 0 0 240 35319.00-20.00 61 54 0 6 23 9 4 0 1 5 6 15 27 5 2 5 5 7 0 0 0 235 376


Peak Hour Traffic


CarJeep/Va

nGovt.C/J

/VMini Bus Pvt. Bus

Stand. Bus

LCV TruckSemi


d Tractor

Tractor Trailor

2006 108 79 0 11 24 4 2 3 0 6 9 16 62 1 0 5 1 55 1 1 0 388 5382011 138 96 0 13 31 5 3 4 0 7 10 19 75 1 0 6 1 61 1 1 0 472 6542016 168 111 0 16 37 6 3 5 0 7 11 23 87 1 0 7 1 67 1 1 0 554 7632021 194 129 0 18 43 7 4 5 0 8 12 26 101 2 0 8 2 74 1 1 0 636 8782026 225 150 0 21 50 8 4 6 0 9 13 29 112 2 0 9 2 82 1 1 0 725 9972031 249 165 0 23 55 9 5 7 0 10 15 32 124 2 0 9 2 90 2 2 0 800 11012036 275 183 0 25 61 10 5 8 0 11 16 35 136 2 0 10 2 100 2 2 0 883 1215

Hand Cart & ADV

Others


CycleCycle

Rickshaw

Traffic Forecast

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Jeep

Bus


CycleTotal

VehiclesPCUs Hand Cart

& ADV

Motorised Vehicle

Two Wheeler

Others


Time Period


Cycle Rickshaw


Jeep

ANNE-3-3 ANALYSIS-MOSL RD.NO.-30 Initial Commercial Traffic, Road No. 30

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name:Road No 31 Total TrafficLocation :Mid block near Milk Dairy Year: 2006


CarJeep/Va

nGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

08.00-09.00 52 2 0 0 0 0 0 0 0 0 0 2 3 0 0 0 0 53 8 2 0 122 9509.00-10.00 85 7 0 1 2 2 1 0 0 0 0 2 3 0 0 0 0 62 7 4 0 176 14310.00-11.00 75 2 0 2 0 0 0 0 0 0 0 1 2 0 0 0 0 57 4 0 0 143 10311.00-12.00 81 4 1 0 1 1 1 0 0 0 0 0 10 0 0 0 0 44 2 0 0 145 12116.00-17.00 73 11 1 0 1 0 0 0 0 0 0 3 4 0 0 0 0 41 2 2 0 138 12017.00-18.00 75 8 4 2 2 7 1 0 0 0 0 3 1 0 0 0 0 40 1 5 0 149 13118.00-19.00 70 7 1 0 1 0 0 0 0 0 0 3 4 0 0 0 0 51 0 3 0 140 11419.00-20.00 58 7 0 2 2 0 0 0 0 0 0 2 4 0 0 0 0 40 0 4 0 119 102


Peak Hour Traffic



CarJeep/ Van

Govt. C/J/V

MiniPvt. Bus



ed Tractor

Tractor Trailor

2006 85 7 0 1 2 2 1 0 0 0 0 2 3 0 0 0 0 62 7 4 0 176 1432011 131 26 0 1 3 3 1 0 0 0 2 4 16 2 0 0 0 78 8 5 0 279 2702016 159 30 0 1 4 4 2 0 0 0 2 5 18 2 0 0 0 86 9 6 0 327 3162021 185 34 0 2 5 5 2 0 0 0 2 6 21 2 0 0 0 95 9 6 0 373 3622026 214 40 0 2 6 6 2 0 0 0 2 6 23 3 0 0 0 105 10 7 0 425 4122031 236 44 0 2 6 6 2 0 0 0 2 7 26 3 0 0 0 115 11 8 0 469 4552036 261 49 0 2 7 7 3 0 0 0 3 7 28 3 0 0 0 128 13 9 0 518 502

OthersAgriculture

CycleCycle

Rickshaw Hand

Cart & ADVYear


VehiclesPCUsTwo

Wheeler


Bus Truck

Time Period

Motorised Vehicle

Two Wheeler


Cycle Rickshaw




Total Vehicles


Others


Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name Road No. 32 Total TrafficLocation :Chaitanya Nagar Year: 2006

3-Seater

6- Seater

Goods Auto Car

Jeep/ Van

Govt. C/J/V Mini

Pvt. Bus

Stand. Bus LCV Truck

Semi Articulated

Articulated Tractor

Tractor Trailer

11.00-12.00 275 96 0 5 27 17 3 0 3 2 11 11 38 1 0 2 2 72 5 3 1 574 65712.00-13.00 292 141 0 5 28 23 2 0 4 4 4 9 61 0 0 3 1 72 2 0 0 651 78613.00-14.00 233 111 0 6 21 16 0 0 2 3 7 6 39 0 0 1 0 67 1 2 0 515 60414.00-15.00 247 112 0 6 18 15 2 0 3 3 9 6 40 2 0 2 0 49 4 0 0 518 62615.00-16.00 254 108 1 4 28 30 7 0 8 0 28 20 41 4 0 1 1 64 5 0 0 604 73416.00-17.00 206 73 1 6 9 20 3 0 2 5 10 8 34 0 0 4 0 72 0 0 0 453 51717.00-18.00 271 90 3 10 12 27 2 0 1 2 10 10 31 2 0 1 0 54 4 0 0 530 59918.00-19.00 235 84 0 5 21 18 1 0 3 3 4 10 52 0 0 3 1 84 6 2 0 532 61019.00-20.00 239 78 1 5 16 33 2 0 3 3 8 5 29 0 0 3 2 86 2 2 0 517 56420.00-21.00 236 73 0 4 23 14 5 0 0 1 5 18 6 0 0 1 0 92 1 0 0 479 47421.00-22.00 188 37 0 4 22 17 4 0 0 1 2 14 16 0 0 1 1 61 1 0 0 369 36522.00-23.00 128 26 1 3 15 10 0 0 0 0 0 8 7 1 0 0 0 16 0 0 0 215 21823.00-00.00 39 10 0 2 11 12 1 0 0 0 0 2 3 3 0 0 0 5 0 0 1 89 10300.00-01.00 34 4 0 0 12 6 1 0 0 0 0 0 3 1 0 1 1 3 0 0 0 66 7301.00-02.00 7 1 0 0 3 1 1 0 0 0 0 1 0 0 0 0 0 1 0 0 0 15 1402.00-03.00 10 0 0 1 1 4 0 0 0 0 2 0 0 1 0 0 0 0 0 0 0 19 2203.00-04.00 1 1 0 0 0 4 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 8 1004.00-05.00 4 1 0 0 1 0 1 0 0 0 0 1 2 0 0 0 0 0 0 0 0 10 1305.00-06.00 11 4 0 1 3 3 1 0 0 0 0 0 1 0 0 0 0 13 0 1 0 38 3506.00-07.00 79 9 0 1 7 3 10 0 0 0 0 1 6 0 0 0 0 57 3 2 0 178 15007.00-08.00 152 68 0 1 9 15 3 0 1 0 0 4 9 2 0 0 0 69 3 1 0 337 354 08.00-09.00 227 54 1 1 8 13 1 0 2 3 1 4 29 0 0 2 0 80 2 5 1 434 44909.00-10.00 293 102 0 6 22 22 5 0 4 1 8 11 36 0 0 1 1 161 2 3 0 678 69910.00-11.00 211 81 1 6 14 16 2 0 1 2 5 6 30 0 0 0 0 77 2 0 0 454 495


Peak Hour Traffic

3-Seater

6- Seater

Goods Auto Car

Jeep/ Van

Govt. C/J/V Mini

Pvt. Bus

ST Bus LCV Truck

Semi Articulated

Articulated Tractor

Tractor Trailer

2006 292 141 0 5 28 23 2 0 4 4 4 9 61 0 0 3 1 72 2 0 0 651 7862011 373 172 0 6 36 29 3 0 4 4 4 11 74 0 0 4 1 79 2 0 0 803 9662016 453 199 0 7 43 36 3 0 5 5 5 13 86 0 0 4 1 88 2 0 0 951 11352021 526 231 0 8 50 41 4 0 5 5 5 15 100 0 0 5 2 97 3 0 0 1096 13112026 609 267 0 9 58 48 4 0 6 6 6 16 110 0 0 5 2 107 3 0 0 1258 15002031 673 295 0 10 65 53 5 0 7 7 7 18 122 0 0 6 2 118 3 0 0 1389 16572036 743 326 0 12 71 59 5 0 7 7 7 20 134 0 0 6 2 130 4 0 0 1533 1829

Cycle Rickshaw



Cycle Rickshaw

Hand Cart & ADV

Hand Cart & ADV

Passenger Jeep


Cycle Others

PCUsAgriculture

Cycle

Car/Jeep/Van


Time Period

Motorised Vehicle

Total Vehicles PCUsTwo

Wheeler


OthersYear

Traffic Forecast

Auto RickshawTwo

Wheeler

Total Vehicles

Motorised VehicleTruckBus

Passenger Jeep

ANNE-3-3 ANALYSIS-MOSL Rd-32 (Chaitanya Nagar) Initial Commercial Traffic, Road No. 32

Annexure 3.3

Classified Traffic Volume Count SurveyName of the Road: Malegaon Road Total TrafficLocation :Near Hotel Saurabh Year: 2006

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

Mini Bus

Pvt Bus

Stand Bus

LCV TruckSemi

Articulated

Articulated

Tractor Trailor

09.00-10.00 356 175 2 42 50 65 9 4 5 4 14 74 15 0 2 24 8 223 6 2 1080 125110.00-11.00 346 95 0 36 41 15 4 2 2 1 7 54 10 0 0 1 10 99 27 3 753 82011.00-12.00 301 173 0 60 41 27 5 4 0 0 8 6 20 0 0 10 2 114 3 9 784 93212.00-13.00 231 113 0 27 32 27 5 6 0 0 6 13 14 0 0 5 7 58 16 7 566 68213.00-14.00 166 127 0 20 21 17 1 2 0 1 5 11 8 0 0 3 2 57 5 3 451 56014.00-15.00 162 106 0 18 21 13 7 2 1 0 8 9 13 1 1 5 6 56 7 4 440 56115.00-16.00 212 140 0 20 32 25 2 3 0 0 5 7 11 1 0 3 5 75 2 18 562 68916.00-17.00 246 154 0 26 30 27 4 9 0 0 7 7 15 0 0 10 8 68 4 12 627 79417.00-18.00 256 151 0 37 63 33 10 7 0 1 6 7 17 0 0 13 2 82 30 12 726 89118.00-19.00 289 142 0 23 38 31 6 8 0 0 3 10 14 0 0 8 9 93 23 14 713 84719.00-20.00 381 163 0 26 39 43 6 5 0 0 5 14 8 0 0 9 7 115 11 21 852 96820.00-21.00 367 159 0 23 42 36 2 3 0 0 8 7 14 2 0 9 4 106 4 17 804 92121.00-22.00 485 236 0 18 46 32 8 2 0 4 8 6 12 2 0 1 13 95 2 0 972 113022.00-23.00 522 191 0 20 60 38 3 4 0 0 5 6 14 1 0 0 0 103 0 4 972 102223.00-00.00 264 91 0 5 31 23 1 0 0 1 2 6 6 1 0 0 0 30 2 0 464 49500.00-01.00 89 20 0 6 22 11 1 0 0 0 1 2 6 1 1 0 1 11 0 0 171 18201.00-02.00 24 7 0 2 7 5 0 0 0 0 0 2 5 1 0 0 1 4 0 0 59 7202.00-03.00 16 3 0 1 4 5 3 0 0 0 0 2 5 0 0 0 2 2 0 0 44 5603.00-04.00 12 8 1 0 4 6 1 0 0 0 1 1 7 1 1 0 1 4 0 0 48 7204.00-05.00 65 27 0 2 6 11 1 2 0 0 1 1 5 0 1 0 0 20 0 0 143 15705.00-06.00 215 109 0 11 21 9 1 1 0 0 3 3 7 0 0 1 0 82 2 3 468 50706.00-07.00 396 191 0 11 30 21 2 0 0 0 5 1 14 0 0 1 0 129 3 2 808 87107.00-08.00 549 329 0 26 30 18 3 1 0 1 9 6 13 1 0 1 2 171 2 1 1163 1324 08.00-09.00 738 328 0 25 31 26 4 1 0 1 3 7 13 1 1 1 3 165 2 1 1352 1466


Peak Hour Traffic



CarJeep/ Van

Govt. C/J/V

MiniPvt. Bus


Articulated

Articulated


2006 738 328 0 25 31 26 4 1 0 1 3 7 13 1 1 1 3 165 2 1 0 1352 14662011 942 399 0 30 40 33 5 2 0 1 3 9 16 2 1 1 4 182 2 1 0 1673 18102016 1146 463 0 35 48 40 6 2 0 2 4 10 19 2 1 1 4 201 2 1 0 1987 21372021 1329 536 0 41 56 46 7 2 0 2 4 11 22 2 1 2 5 222 2 1 0 2292 24702026 1541 622 0 47 65 54 8 3 0 2 4 13 24 2 1 2 5 245 2 1 0 2642 28512031 1701 686 0 52 71 59 9 3 0 2 5 14 27 3 1 2 6 271 3 2 0 2917 31482036 1878 758 0 58 79 65 10 3 0 2 5 15 29 3 1 2 6 299 3 2 0 3221 3475


Time Period

Motorised Vehicle

Total Vehicles

Total PCUs

Two Wheeler


Jeep

Bus Hand Cart & ADV

Others


Cycle Rickshaw

Hand Cart & ADV


Cycle

Two Wheeler


Jeep

Others

Truck Agriculture

CycleCycle

Rickshaw

Traffic Forecast

Year

Motorised Vehicle

Total Vehicles

PCUs

ANNE-3-3 ANALYSIS-MOSL RD-33(Malegaon) Initial Commercial Traffic, Road No. 33

Classified Traffic Volume Count SurveyRoad Name: Road No.30 Total TrafficLocation : Mid Block Between latur Phata and Milk Dairy Year: 2006



CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

08.00-09.00 145 18 0 4 10 7 3 1 0 2 0 0 1 0 0 0 0 101 3 3 1 299 23909.00-10.00 185 32 0 2 15 12 3 0 0 0 0 3 1 0 0 1 0 172 3 9 0 438 35410.00-11.00 285 67 0 1 19 14 1 0 0 1 0 1 1 0 0 1 0 161 7 19 0 578 52211.00-12.00 290 54 0 8 25 6 2 0 0 0 0 1 0 0 0 0 0 165 5 16 0 572 49316.00-17.00 173 93 0 14 18 6 4 0 0 0 0 1 4 0 0 1 0 114 15 17 0 460 49117.00-18.00 331 120 0 13 24 15 7 0 0 0 0 7 2 0 0 0 0 213 10 6 0 748 70018.00-19.00 271 82 0 6 21 9 2 0 0 1 0 1 1 0 0 0 0 98 1 6 0 499 47619.00-20.00 415 125 0 10 36 26 1 0 0 0 0 1 1 0 0 0 0 140 6 7 2 770 735Total 2095 591 0 58 168 95 23 1 0 4 0 15 11 0 0 3 0 1164 50 83 3 4364 4010.5


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

2006 415 125 0 10 36 26 1 0 0 0 0 1 1 0 0 0 0 140 6 7 2 770 7412011 530 152 0 12 46 33 1 0 0 0 0 1 1 0 0 0 0 155 7 8 2 948 9132016 644 176 0 14 56 40 2 0 0 0 0 1 1 0 0 0 0 171 7 9 2 1124 10792021 747 204 0 16 65 47 2 0 0 0 0 2 2 0 0 0 0 188 8 9 3 1293 12442026 866 237 0 19 75 54 2 0 0 0 0 2 2 0 0 0 0 208 9 10 3 1487 14352031 956 262 0 21 83 60 2 0 0 0 0 2 2 0 0 0 0 230 10 11 3 1642 15842036 1056 289 0 23 92 66 3 0 0 0 0 2 2 0 0 0 0 254 11 13 4 1813 1749

Hand Cart & ADV

Others


CycleCycle

Rickshaw

Traffic Forecast

Time Period


VehiclesPCUsTwo

Wheeler


Bus

Cycle Rickshaw

Hand Cart & ADV

Others


Cycle


Time Period

Motorised Vehicle

Two Wheeler


Jeep

Total Vehicles

PCUs

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No. 35 Total TrafficLocation : Shivajinagar R.O.B. Year: 2006


CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 100 49 0 3 9 0 0 0 0 0 0 0 0 0 0 0 0 91 5 2 0 259 243 08.00-09.00 91 33 0 0 14 1 1 1 0 0 0 0 0 0 0 0 0 88 6 2 1 238 21109.00-10.00 134 73 0 0 14 0 0 0 0 0 0 0 0 0 0 0 0 175 6 1 0 403 35910.00-11.00 203 77 0 1 21 8 2 0 0 0 0 0 0 0 0 0 2 160 6 0 0 480 43611.00-12.00 224 114 0 1 11 3 1 0 0 3 0 0 0 0 0 0 0 150 2 0 0 509 49712.00-13.00 144 124 0 0 22 2 0 0 0 1 0 0 0 0 0 0 0 108 2 1 0 404 44113.00-14.00 192 99 0 0 20 6 0 0 0 0 0 0 0 0 0 0 0 70 0 3 0 390 40914.00-15.00 207 105 0 0 31 6 3 0 0 1 0 0 0 0 0 0 0 99 3 2 0 457 46515.00-16.00 248 107 0 0 36 10 2 0 0 0 0 1 0 0 0 0 1 105 7 0 0 517 51616.00-17.00 255 118 0 3 22 11 0 0 0 3 0 0 0 0 0 0 0 87 1 0 0 500 51617.00-18.00 177 110 0 1 37 5 0 0 0 1 0 1 0 0 0 0 0 125 3 2 0 462 47118.00-19.00 212 103 0 0 27 5 0 0 0 0 0 0 0 0 0 0 0 139 17 2 0 505 49619.00-20.00 211 109 0 1 21 4 8 1 0 0 0 0 0 0 0 0 0 113 3 2 0 473 47720.00-21.00 269 109 0 1 24 5 1 0 0 0 0 0 0 0 0 0 0 118 3 0 1 531 51821.00-22.00 93 77 0 3 10 3 0 0 0 0 0 1 0 0 0 0 0 75 0 0 0 262 28022.00-23.00 126 43 0 0 7 5 0 0 0 0 0 0 0 0 0 0 0 44 2 0 0 227 218


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


d Tractor

Tractor Trailor

2006 269 109 0 1 24 5 1 0 0 0 0 0 0 0 0 0 0 118 3 0 1 531 5182011 343 133 0 1 31 6 1 0 0 0 0 0 0 0 0 0 0 130 3 0 1 650 6362016 418 154 0 1 37 8 2 0 0 0 0 0 0 0 0 0 0 144 4 0 1 768 7502021 484 178 0 2 43 9 2 0 0 0 0 0 0 0 0 0 0 159 4 0 1 882 8652026 561 207 0 2 50 10 2 0 0 0 0 0 0 0 0 0 0 175 4 0 1 1014 9982031 620 228 0 2 55 12 2 0 0 0 0 0 0 0 0 0 0 194 5 0 2 1119 11022036 684 252 0 2 61 13 3 0 0 0 0 0 0 0 0 0 0 214 5 0 2 1236 1217

Hand Cart & ADV

Others

Truck Agriculture

CycleCycle

Rickshaw

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Passenger Jeep

Bus


Cycle PCUs

Motorised Vehicle

Total Vehicles

Hand Cart & ADV

Traffic Forecast



OthersCycle

Rickshaw

Two Wheeler

Time PeriodAuto Rickshaw Car/Jeep/Van

Passenger Jeep

ANNE-3-3 ANALYSIS-MOSL RD. NO.-35 Initial Commercial Traffic, Road No. 35

Annexure 3.3


3-Seater

6-Seater

Goods Auto


MiniPvt. Bus

ST. Bus

LCV TruckSemi

Articulated

Articulated

Tractor

Tractor Trailer

07.00-08.00 97 118 0 7 16 17 0 2 1 4 12 3 4 0 0 0 0 66 9 4 0 360 458 08.00-09.00 194 249 0 14 18 40 0 2 0 9 16 1 15 0 0 1 0 123 9 2 0 693 89609.00-10.00 240 293 0 20 8 26 0 0 8 13 30 10 6 0 0 0 0 182 16 5 0 857 108610.00-11.00 356 363 0 26 14 10 0 25 12 12 29 8 14 0 0 0 0 205 12 1 0 1087 135011.00-12.00 507 413 0 18 26 15 1 26 9 8 37 7 15 0 0 2 0 228 12 1 0 1325 159612.00-13.00 453 391 0 26 19 16 2 29 10 7 39 11 12 0 0 0 0 131 28 1 0 1175 149113.00-14.00 561 365 0 47 23 17 6 20 13 9 37 11 11 3 0 0 3 156 28 8 0 1318 160214.00-15.00 467 318 0 25 31 7 1 24 20 8 26 10 15 0 0 0 0 160 6 4 0 1122 133115.00-16.00 505 378 0 36 27 13 1 24 14 8 44 10 18 0 0 1 0 157 98 4 0 1338 167516.00-17.00 210 300 0 37 36 11 3 35 18 2 34 6 27 0 1 0 0 143 20 0 0 883 117217.00-18.00 460 359 0 25 25 24 4 4 13 8 26 2 18 1 0 1 0 126 24 2 0 1122 140118.00-19.00 293 275 0 26 17 19 29 21 4 32 3 19 0 0 0 0 0 87 13 2 0 840 106819.00-20.00 317 278 0 20 25 18 2 28 24 6 33 3 12 0 0 1 0 114 6 3 0 890 112120.00-21.00 319 321 0 15 20 11 1 28 21 4 30 2 13 0 0 2 0 113 2 1 0 903 116721.00-22.00 250 225 0 6 24 7 2 11 8 1 12 2 5 0 0 0 0 57 2 0 0 612 77522.00-23.00 163 112 0 1 13 5 4 4 6 0 12 1 6 0 0 0 0 36 2 1 0 366 446


Peak Hour Traffic

3-Seater

6-Seater

Goods Auto


MiniPvt. Bus

Stand.

BusLCV Truck

Semi Articula

ted

Articulated

Tractor

Trailor

2006 505 378 0 36 27 13 1 24 14 8 44 10 18 0 0 1 0 157 98 4 0 1338 16752011 645 460 0 44 34 17 1 31 15 9 49 12 22 0 0 1 0 173 108 4 0 1625 20232016 784 533 0 51 42 20 2 37 17 10 54 14 25 0 0 1 0 191 119 5 0 1906 23562021 909 618 0 59 49 23 2 43 19 11 59 16 29 0 0 2 0 211 132 5 0 2188 27062026 1054 717 0 68 56 27 2 50 21 12 65 18 32 0 0 2 0 233 146 4 0 2508 31012031 1164 791 0 75 62 30 2 55 23 13 72 20 36 0 0 2 0 258 161 4 0 2768 34232036 1285 873 0 83 69 33 3 61 25 14 80 22 40 0 0 2 0 284 178 4 0 3056 3778

Bus TruckOther

s

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV

Traffic Forecast

Time Period


Total Vehicles

PCUsTwo Wheeler


Cycle

Bus

Year: 2006

Truck Agriculture

Road Name: Road No 37


Two Wheeler

Others


Time Period Passenger

Jeep

Total Vehicles



Cycle Rickshaw


Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.39 (Anand Nagar Road) Total TrafficLocation : Mid Block Between Bhagyanagar and Nayak Chowk Year: 2006



CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


Tractor Trailor

07.00-08.00 426 149 0 6 38 15 2 1 0 1 2 9 8 0 0 3 0 255 11 3 929 08.00-09.00 674 187 0 14 56 21 5 0 1 6 4 10 6 0 0 3 0 385 13 1 138609.00-10.00 957 286 0 15 60 28 14 2 2 3 2 18 5 0 0 3 0 420 15 11 184110.00-11.00 1348 351 0 10 91 41 13 1 0 5 3 22 6 0 0 4 0 313 31 4 224311.00-12.00 1208 414 0 22 106 36 13 2 0 0 0 12 1 0 0 2 2 335 11 7 217112.00-13.00 1097 482 0 20 76 27 7 0 0 2 0 17 5 0 0 0 1 251 13 5 200313.00-14.00 947 421 0 22 63 32 7 0 0 0 0 18 17 4 0 2 2 206 20 9 177014.00-15.00 705 382 0 17 81 21 5 0 0 2 4 15 12 0 0 4 0 157 20 4 142915.00-16.00 734 280 0 22 56 36 1 1 0 2 1 20 7 0 0 5 0 202 3 5 137516.00-17.00 830 458 0 20 74 41 7 3 1 5 4 28 11 0 0 6 0 291 18 5 180217.00-18.00 1029 465 0 25 88 42 10 1 1 4 5 24 10 0 0 3 1 284 25 5 202218.00-19.00 1470 466 0 24 102 59 13 0 1 16 4 29 13 0 0 7 0 367 33 4 260819.00-20.00 1604 608 0 40 119 57 4 1 2 8 1 18 8 0 0 2 1 381 97 6 295720.00-21.00 1984 722 0 49 187 75 12 0 0 14 4 23 10 0 0 4 0 392 39 5 352021.00-22.00 1105 443 0 41 99 53 8 0 0 16 0 48 8 0 0 5 1 292 7 1 212722.00-23.00 665 194 1 10 64 39 5 1 0 8 0 17 3 0 0 0 1 111 10 0 1129


Peak Hour Traffic


CarJeep/V

anGovt.C/

J/VMini Bus

Pvt. BusStand.

BusLCV Truck

Semi Articulated

Articulated Tractor Tractor Trailor

2006 1984 722 0 49 187 75 12 0 0 14 4 23 10 0 0 4 0 392 39 5 0 35202011 2532 878 0 60 239 96 15 0 0 15 4 28 12 0 0 5 0 433 43 6 0 43662016 3081 1018 0 69 290 116 19 0 0 17 5 32 14 0 0 6 0 478 48 6 0 51992021 3571 1181 0 80 337 135 22 0 0 19 5 38 16 0 0 6 0 528 52 7 0 59972026 4140 1369 0 93 390 157 25 0 0 21 6 42 18 0 0 7 0 582 58 7 0 69152031 4571 1511 0 103 431 173 28 0 0 23 7 46 20 0 0 8 0 643 64 8 0 76342036 5047 1668 0 113 476 191 31 0 0 25 7 51 22 0 0 8 0 710 71 9 0 8429

Agriculture Cycle

Cycle Rickshaw

Non-Motorised Vehicles Hand Cart & ADV

Total Vehicles

Two Wheeler


Jeep

Bus TruckOthers

Motorised Vehicle

Cycle Rickshaw

Hand Cart & ADV

Bus Truck Agriculture Cycle Others

Traffic Forecast

Time Period


Time Period


VehiclesTwo

Wheeler


Jeep


Annexure 3.3

881125817312162215521231931161714211983216026263081364922351134

32145

3649451053396168712178638681

PCUs

PCUs


Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.40 Total TrafficLocation : Midblock Near to Bhagya Nagar Circle Year: 2006


CarJeep/V

anGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 316 80 4 5 15 4 1 0 0 1 2 3 3 0 0 3 0 203 5 0 645 08.00-09.00 447 101 0 9 35 14 1 1 1 3 3 3 3 0 0 3 0 273 11 4 91209.00-10.00 560 98 1 12 26 12 6 0 0 2 2 5 3 0 0 3 0 310 6 3 104910.00-11.00 802 209 0 9 48 17 2 0 0 2 2 9 2 0 1 3 0 306 27 4 144311.00-12.00 1098 378 0 24 57 10 4 0 0 0 0 0 0 0 0 2 2 511 35 5 212612.00-13.00 931 387 0 23 42 14 0 0 0 0 0 5 0 0 0 0 0 396 17 6 182113.00-14.00 600 248 0 17 37 5 3 0 0 0 0 3 2 0 0 1 0 216 15 6 115314.00-15.00 474 182 0 14 47 8 0 1 0 1 2 0 4 0 0 4 0 208 13 5 96315.00-16.00 494 190 0 12 52 9 0 0 0 0 0 5 2 0 0 1 0 224 10 4 100316.00-17.00 756 322 0 18 35 20 2 0 1 0 0 24 4 0 0 2 0 375 16 2 157717.00-18.00 850 307 0 20 51 14 4 0 0 3 3 4 4 0 0 2 0 317 27 8 161418.00-19.00 1326 389 0 20 47 11 11 2 0 4 4 7 4 0 0 5 0 406 27 4 226719.00-20.00 1211 458 0 26 56 16 3 1 0 1 0 10 3 0 0 3 0 426 71 8 229320.00-21.00 1651 677 0 43 103 35 6 2 0 0 0 9 8 0 0 2 0 591 12 5 314421.00-22.00 959 312 0 36 35 7 1 0 0 3 0 2 4 0 0 4 0 249 5 1 161822.00-23.00 479 155 0 13 37 9 0 0 0 0 0 2 0 0 0 0 0 122 8 0 825


Peak Hour Traffic


CarJeep/Va

nGovt.C/

J/VMini Bus

Pvt. BusStand.

BusLCV Truck

Semi Articulate

d Articulated Tractor

Tractor Trailor

2006 1651 677 0 43 103 35 6 2 0 0 0 9 8 0 0 2 0 591 12 5 0 31442011 2107 824 0 52 131 45 8 3 0 0 0 11 10 0 0 2 0 653 13 6 0 38642016 2564 955 0 61 160 54 9 3 0 0 0 13 11 0 0 3 0 720 15 6 0 45742021 2972 1107 0 70 185 63 11 4 0 0 0 15 13 0 0 3 0 795 16 7 0 52612026 3445 1283 0 82 215 73 13 4 0 0 0 16 14 0 0 3 0 878 18 7 0 60522031 3804 1417 0 90 237 81 14 5 0 0 0 18 16 0 0 4 0 970 20 8 0 66822036 4200 1564 0 99 262 89 15 5 0 0 0 20 18 0 0 4 0 1071 22 9 0 7378

Others

Non-Motorised VehiclesCar/Jeep/Van

Passenger Jeep

Bus Truck


Traffic Forecast

Time Period

Motorised Vehicle

Total Vehicles

Two Wheeler

Auto Rickshaw

Cycle Rickshaw

Hand Cart & ADV


Cycle Others

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV


Time Period

Motorised Vehicle

Total Vehicles

Two Wheeler


Jeep

ANNE-3-3 ANALYSIS-MOSL RD. NO. -40 Initial Commercial Traffic, Road No. 40

Annexure 3.3

570799883

1342201818031170960979

156115992179230731601605809

23745

3160389145925301611867557458

PCUs

PCUs

ANNE-3-3 ANALYSIS-MOSL RD. NO. -40 Initial Commercial Traffic, Road No. 40

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name:Road No. 41 Total TrafficLocation : Near to Chtrapati Shivaji Chowk Year: 2006


CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 60 28 7 7 11 12 3 12 11 0 2 5 42 28 0 1 2 36 1 0 0 268 426 08.00-09.00 99 44 9 9 17 24 0 13 12 0 3 18 80 21 7 7 13 53 10 4 0 443 71309.00-10.00 167 48 0 3 11 19 1 5 9 0 7 24 69 14 2 3 2 58 11 3 0 456 61010.00-11.00 102 30 0 8 14 9 0 4 9 2 14 12 72 19 3 2 3 42 7 3 0 355 54311.00-12.00 106 42 2 4 22 16 1 8 13 0 22 17 132 18 0 0 0 38 19 3 0 463 72612.00-13.00 117 49 0 8 23 15 2 4 12 2 10 9 79 17 1 3 43 19 7 2 0 422 75113.00-14.00 113 28 3 12 19 8 0 5 11 1 7 15 86 34 2 5 7 32 5 2 0 395 65814.00-15.00 82 43 1 6 12 18 0 3 13 1 10 28 83 22 0 5 7 28 2 3 0 367 61415.00-16.00 107 40 2 8 22 19 0 3 11 2 7 14 58 28 2 3 2 30 2 2 0 362 56416.00-17.00 97 29 0 5 20 13 2 2 10 3 5 19 63 15 1 3 3 29 5 1 0 325 48417.00-18.00 111 30 0 11 17 15 2 3 12 1 20 33 74 35 2 0 0 20 6 4 0 396 64318.00-19.00 110 34 0 5 17 18 2 3 12 1 10 22 74 18 1 3 3 26 3 0 0 362 55019.00-20.00 97 27 0 9 32 8 2 0 14 2 11 31 54 26 1 3 2 33 2 3 0 357 54520.00-21.00 61 17 1 3 10 13 0 0 10 1 6 9 38 18 3 2 1 21 2 0 0 216 34421.00-22.00 35 3 0 1 9 4 1 1 3 1 1 4 20 4 0 1 1 11 2 0 0 102 13922.00-23.00 9 0 0 0 3 3 0 0 2 0 0 4 8 2 0 0 1 3 2 0 0 37 55


Peak Hour Traffic


CarJeep/Van

Govt.C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 117 49 0 8 23 15 2 4 12 2 10 9 79 17 1 3 43 19 7 2 0 422 7512011 149 60 0 10 29 19 3 5 13 2 11 11 96 21 1 4 52 21 8 2 0 517 9132016 182 69 0 11 36 23 3 6 15 2 12 13 111 24 1 4 61 23 9 2 0 608 10642021 211 80 0 13 41 27 4 7 16 3 13 15 129 28 2 5 67 26 9 3 0 698 12152026 244 93 0 15 48 31 4 8 18 3 15 16 143 31 2 5 74 28 10 3 0 792 13652031 270 103 0 17 53 35 5 9 20 3 16 18 157 34 2 6 82 31 11 3 0 874 15072036 298 113 0 18 59 38 5 10 22 4 18 20 174 37 2 6 90 34 13 4 0 965 1663

OthersTwo

Wheeler


Passenger Jeep


CycleCycle

Rickshaw

Hand Cart & ADV


Cycle Ricksha

w

Hand Cart & ADV

Others

Traffic Forecast

Time Period

Motorised Vehicle

Total Vehicles

PCUs


Cycle

IL&FS Transportation Networks LimitedPreparation of DPR for Urban Roads of Nanded City in the State of Maharastra

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Jeep


Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No. 42 Total TrafficLocation : Near to Chtrapati Shivaji Chowk Year: 2006


CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 105 63 3 13 35 15 3 7 7 3 16 8 79 38 1 3 3 41 3 0 0 446 731 08.00-09.00 255 140 9 12 42 42 0 11 12 2 25 19 135 62 2 1 3 120 11 2 0 905 135309.00-10.00 344 184 14 26 53 47 1 6 29 3 38 38 200 37 2 3 0 179 6 2 0 1212 169210.00-11.00 372 186 12 32 83 56 4 13 32 3 53 58 208 101 1 6 4 173 10 8 0 1415 214811.00-12.00 374 171 13 22 59 32 4 11 21 4 44 47 225 57 2 1 1 144 29 7 0 1268 185512.00-13.00 322 179 18 29 54 51 2 10 26 8 31 61 189 67 4 3 4 73 9 1 0 1141 178113.00-14.00 268 169 7 25 29 34 1 16 20 7 29 36 161 79 3 2 3 99 21 3 0 1012 161514.00-15.00 210 134 1 24 36 33 2 13 24 2 23 38 152 45 0 7 3 42 5 3 0 797 127615.00-16.00 271 130 9 30 35 43 22 11 22 3 23 37 141 66 4 5 1 60 6 4 0 923 143516.00-17.00 280 197 8 24 37 37 4 5 24 4 25 23 122 45 1 3 3 56 24 2 0 924 141117.00-18.00 317 162 13 28 38 35 4 6 23 3 34 49 153 59 3 0 0 60 7 7 0 1001 153118.00-19.00 279 179 13 29 51 58 2 15 30 5 36 39 155 65 1 5 5 67 7 5 0 1046 164619.00-20.00 258 141 12 27 38 46 3 5 23 7 31 39 120 69 1 4 3 72 2 3 0 904 141720.00-21.00 234 112 7 20 24 40 1 2 30 1 22 15 127 54 3 1 0 65 4 0 0 762 117221.00-22.00 172 57 3 9 18 10 1 3 10 3 7 7 109 25 0 1 1 31 2 0 0 469 70622.00-23.00 74 25 2 3 8 8 2 1 7 2 2 5 81 14 0 0 0 10 2 0 0 246 401


Peak Hour Traffic


CarJeep/Van

Govt.C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 372 186 12 32 83 56 4 13 32 3 53 58 208 101 1 6 4 173 10 8 0 1415 21482011 475 226 15 39 106 71 5 17 35 3 59 71 253 123 1 7 5 191 11 9 0 1722 26072016 578 262 17 45 129 87 6 20 39 4 65 82 293 142 1 8 6 211 12 10 0 2018 30372021 670 304 20 52 149 101 7 23 43 4 71 95 340 165 2 9 6 233 13 11 0 2319 34982026 776 353 23 61 173 117 8 27 48 4 79 105 375 182 2 10 7 257 15 12 0 2634 39462031 857 389 25 67 191 129 9 30 52 5 87 116 415 201 2 11 8 284 16 13 0 2908 43562036 946 430 28 74 211 142 10 33 58 5 96 128 458 222 2 13 8 313 18 14 0 3211 4810

IL&FS Transportation Networks LimitedPreparation of DPR for Urban Roads of Nanded City in the State of Maharastra

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Jeep


Cycle


Cycle Ricksha

w

Hand Cart & ADV

Others

Traffic Forecast

Time Period

Motorised Vehicle

Total Vehicles

PCUs


Passenger Jeep


CycleCycle

Rickshaw

Hand Cart & ADV

OthersTwo

Wheeler



2006 2011 2016 2021 2026 2031 20361 Near Vazirabad Police Station 2456 3000 3505 4053 4687 5175 57132 Near Khalsa Hallabol Chowk 2729 3368 3970 4596 5321 5875 64863 Near Bhagat Singh Chowk 1859 2289 2697 3118 3600 3975 43894 Near Barkhi Chowk 2147 2624 3068 3547 4101 4528 49995 Near Barkhi Chowk 2122 2562 2978 3425 3941 4351 48046 Near Darbar Masjid 909 1098 1276 1468 1689 1865 20597 Between Rajbar and Workshop Chowk 6400 6311 7445 8607 9950 10985 121288 Between Dena Bank and Mahaveer Chowk 6150 7518 8811 10168 11737 12958 143079 Near Degloor Naka 1516 2941 3395 3875 4283 4707 5175

10 Near Mutha Junction 2627 3238 3820 4416 5106 5638 622512 Baryam Singh House to Gurudwara Gate No. 2 465 572 674 780 898 991 109414 Yatri Nivas to Crusher Road 341 415 485 557 625 688 75817 Dena Bank 713 867 1015 1167 1334 1473 162618 Between Mahaveer and Gandhi Statue 3281 4008 4697 5419 6252 6903 762219 Near Hingoli Gate 2342 4165 4906 5665 6540 7221 797322 Nagina Ghat to Bhanda Ghat 428 520 609 700 800 884 97623 Vazirabad Road to Bhanda Ghat 290 353 412 475 545 601 66224 Degloor Road thru C.R.C. to Gyanamata School 1860 2254 2621 3018 3412 3767 415927 Near Navghat 143 428 500 572 651 718 79328 Near Tower 2316 2790 3246 3726 4272 4717 5208

28A Khalsa RUB Approaches 1082 1314 1536 1768 2034 2246 248029 Crusher Road 380 464 544 627 720 794 87530 Between Latur Phata and Milk Dairy 538 654 763 878 997 1101 121531 Near Milk Dairy 143 270 316 362 412 455 50232 Chaitanya Nagar 786 966 1135 1311 1500 1657 182933 Hotel Saurabh 1466 1810 2137 2470 2851 3148 347534 Near Rest House 735 913 1079 1244 1435 1584 174935 Shivajinagar R.O.B. 518 636 750 865 998 1102 121737 Shivaji Statue to Degloor Road 1675 2023 2356 2706 3101 3423 377839 Between Bhagyanagar and Nayak Chowk 3649 4510 5339 6168 7121 7863 868140 Near Bhagyanagar Circle 3160 3891 4592 5301 6118 6755 745841 Near Chatrapati Shivaji Chowk 751 913 1064 1215 1365 1507 166342 Near Chatrapati Shivaji Chowk 2148 2607 3037 3498 3946 4356 4810

Roads Which are Not in a Part of ProjectDegloor Road Tyre Board 1755 2126 2473 2847 3219 3554 3924Purna Road Waman Nagar 977 1195 1405 1619 1861 2055 2269Latur Road Near Bridge 2348 2884 3394 3919 4513 4983 5501NH-222 Near Hotel Bageecha 1352 1659 1950 2248 2547 2812 3105

11 Gurudwara-Parikrama 13 Chikalwadi Road Bhagat Singh15 Gurudwara Gate No. 3/4 to Bhagat Singh Road

16Gurudwara Gate No. 4 (Parikrama) to Gurudwara Road(Lohar Galli)

26 Mahadeo Dalmill to Gorakshan Chikalwadi Road38A Part of Western Bypass

Road No. Location Name PCUs/Hour

Missing Links

PCUs Existing Lanes Existing DSV Lane Requirement MOD Design Service Volume

V/C Code LOS PCUs Lane Requirement MOD V/C Code LOS PCUs Lane Requirement MOD V/C Code LOS PCUs Lane Requirement MOD Capacity V/C Code LOS PCUs Lane Requirement MOD V/C Code LOS PCUs Lane Requirement MOD Capacity V/C Code LOS PCUs Lane Requirement MOD Capacity V/C Code LOS

1 1 2456 2 lane undivided : Two Way 1100 4-Lane Divided 5 3600 0.48 1 LOS A 3000 4-Lane Divided 5 0.58 1 LOS A 3505 4-Lane Divided 5 0.68 2 LOS B 4053 6-Lane Divided 7 5400 0.53 1 LOS A 4687 6-Lane Divided 7 0.61 2 LOS B 5175 6-Lane Divided 7 5400 0.67 2 LOS B 5713 6-Lane Divided 8 5400 0.74 3 LOS C2 2 2729 2 lane : One Way 2400 4-Lane Divided 5 3600 0.53 1 LOS A 3368 4-Lane Divided 5 0.65 2 LOS B 3970 6-Lane Divided 7 0.51 1 LOS A 4596 6-Lane Divided 7 5400 0.60 1 LOS A 5321 6-Lane Divided 7 0.69 2 LOS B 5875 6-Lane Divided 8 5400 0.76 3 LOS C 6486 6-Lane Divided 8 5400 0.84 4 LOS D3 3 1859 4 lane divided : Two Way 3600 4-Lane Divided 5 3600 0.36 1 LOS A 2289 4-Lane Divided 5 0.45 1 LOS A 2697 4-Lane Divided 5 0.52 1 LOS A 3118 4-Lane Divided 5 3600 0.61 2 LOS B 3600 6-Lane Divided 7 0.47 1 LOS A 3975 6-Lane Divided 7 5400 0.52 1 LOS A 4389 6-Lane Divided 7 5400 0.57 1 LOS A4 4 2147 2 lane undivided : Two Way 1100 2-Lane 2 1500 1.00 5 LOS E 2624 4-Lane Divided 5 0.51 1 LOS A 3068 4-Lane Divided 5 0.60 1 LOS A 3547 4-Lane Divided 5 3600 0.69 2 LOS B 4101 6-Lane Divided 7 0.53 1 LOS A 4528 6-Lane Divided 7 5400 0.59 1 LOS A 4999 6-Lane Divided 7 5400 0.65 2 LOS B5 5 2122 2 lane undivided : Two Way 1100 2-Lane 1 2400 0.62 2 LOS B 2562 4-Lane Divided 5 0.50 1 LOS A 2978 4-Lane Divided 5 0.58 1 LOS A 3425 4-Lane Divided 5 3600 0.67 2 LOS B 3941 6-Lane Divided 7 0.51 1 LOS A 4351 6-Lane Divided 7 5400 0.56 1 LOS A 4804 6-Lane Divided 7 5400 0.62 2 LOS B6 6 909 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.42 1 LOS A 1098 2-Lane 2 0.51 1 LOS A 1276 2-Lane 2 0.60 1 LOS A 1468 2-Lane 2 1500 0.69 2 LOS B 1689 2-Lane 1 0.49 1 LOS A 1865 2-Lane 1 2400 0.54 1 LOS A 2059 2-Lane 1 2400 0.60 2 LOS B7 7 6400 4 lane undivided : Two Way 3000 6-Lane Divided 8 5400 0.83 4 LOS D 6311 6-Lane Divided 8 0.82 4 LOS D 7445 6-Lane Divided 8 0.97 5 LOS E 8607 6-Lane Divided 8 5400 1.12 5 LOS E 9950 6-Lane Divided 8 1.29 5 LOS E 109856-Lane Divided 8 5400 1.42 5 LOS E 121286-Lane Divided 8 5400 1.57 5 LOS E8 8 6150 2 lane : One Way 2400 6-Lane Divided 8 5400 0.80 3 LOS C 7518 6-Lane Divided 8 0.97 5 LOS E 8811 6-Lane Divided 8 1.14 5 LOS E 101686-Lane Divided 8 5400 1.32 5 LOS E 117376-Lane Divided 8 1.52 5 LOS E 129586-Lane Divided 8 5400 1.68 5 LOS E 143076-Lane Divided 8 5400 1.85 5 LOS E9 9 1516 3 lane divided : Two Way 2600 4-Lane Undivided 4 3000 0.35 1 LOS A 2941 4-Lane Undivided 4 0.69 2 LOS B 3395 4-Lane Divided 5 0.66 2 LOS B 3875 6-Lane Divided 7 5400 0.50 1 LOS A 4283 6-Lane Divided 7 0.56 1 LOS A 4707 6-Lane Divided 7 5400 0.61 2 LOS B 5175 6-Lane Divided 7 5400 0.67 2 LOS B10 10 2627 Intermediate Two Way 900 4-Lane Divided 5 3600 0.51 1 LOS A 3238 4-Lane Divided 5 0.63 2 LOS B 3820 6-Lane Divided 7 0.50 1 LOS A 4416 6-Lane Divided 7 5400 0.57 1 LOS A 5106 6-Lane Divided 7 0.66 2 LOS B 5638 6-Lane Divided 8 5400 0.73 3 LOS C 6225 6-Lane Divided 8 5400 0.81 4 LOS D11 12 465 Intermediate Two Way 900 2-Lane 2 1500 0.22 1 LOS A 572 2-Lane 2 0.27 1 LOS A 674 2-Lane 2 0.31 1 LOS A 780 2-Lane 2 1500 0.36 1 LOS A 898 2-Lane 2 0.42 1 LOS A 991 2-Lane 2 1500 0.46 1 LOS A 1094 2-Lane 2 1500 0.51 1 LOS A12 14 341 Intermediate Two Way 900 2-Lane 2 1500 0.16 1 LOS A 415 2-Lane 2 0.19 1 LOS A 485 2-Lane 2 0.23 1 LOS A 557 2-Lane 2 1500 0.26 1 LOS A 625 2-Lane 2 0.29 1 LOS A 688 2-Lane 2 1500 0.32 1 LOS A 758 2-Lane 2 1500 0.35 1 LOS A13 17 713 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.33 1 LOS A 867 2-Lane 2 0.40 1 LOS A 1015 2-Lane 2 0.47 1 LOS A 1167 2-Lane 2 1500 0.54 1 LOS A 1334 2-Lane 2 0.62 2 LOS B 1473 2-Lane 2 1500 0.69 2 LOS B 1626 2-Lane 1 2400 0.47 1 LOS A14 18 3281 2 lane : One Way 2400 4-Lane Divided 5 3600 0.64 2 LOS B 4008 6-Lane Divided 7 0.52 1 LOS A 4697 6-Lane Divided 7 0.61 2 LOS B 5419 6-Lane Divided 8 5400 0.70 3 LOS C 6252 6-Lane Divided 8 0.81 4 LOS D 6903 6-Lane Divided 8 5400 0.89 4 LOS D 7622 6-Lane Divided 8 5400 0.99 5 LOS E15 19 2342 3 lane divided : Two Way 1800 4-Lane Divided 5 3600 0.46 1 LOS A 4165 6-Lane Divided 7 0.54 1 LOS A 4906 6-Lane Divided 7 0.64 2 LOS B 5665 6-Lane Divided 8 5400 0.73 3 LOS C 6540 6-Lane Divided 8 0.85 4 LOS D 7221 6-Lane Divided 8 5400 0.94 5 LOS E 7973 6-Lane Divided 8 5400 1.03 5 LOS E16 22 428 Intermediate Two Way 900 2-Lane 2 1500 0.20 1 LOS A 520 2-Lane 2 0.24 1 LOS A 609 2-Lane 2 0.28 1 LOS A 700 2-Lane 2 1500 0.33 1 LOS A 800 2-Lane 2 0.37 1 LOS A 884 2-Lane 2 1500 0.41 1 LOS A 976 2-Lane 2 1500 0.46 1 LOS A17 23 290 Intermediate Two Way 900 2-Lane 2 1500 0.14 1 LOS A 353 2-Lane 2 0.16 1 LOS A 412 2-Lane 2 0.19 1 LOS A 475 2-Lane 2 1500 0.22 1 LOS A 545 2-Lane 2 0.25 1 LOS A 601 2-Lane 2 1500 0.28 1 LOS A 662 2-Lane 2 1500 0.31 1 LOS A18 24 1860 Intermediate Two Way 900 2-Lane 2 1500 0.87 4 LOS D 2254 4-Lane Divided 5 0.44 1 LOS A 2621 4-Lane Divided 5 0.51 1 LOS A 3018 4-Lane Divided 5 3600 0.59 1 LOS A 3412 4-Lane Divided 5 0.66 2 LOS B 3767 6-Lane Divided 7 5400 0.49 1 LOS A 4159 6-Lane Divided 7 5400 0.54 1 LOS A19 27 143 Intermediate Two Way 900 2-Lane 2 1500 0.07 1 LOS A 428 2-Lane 2 0.20 1 LOS A 500 2-Lane 2 0.23 1 LOS A 572 2-Lane 2 1500 0.27 1 LOS A 651 2-Lane 2 0.30 1 LOS A 718 2-Lane 2 1500 0.34 1 LOS A 793 2-Lane 2 1500 0.37 1 LOS A20 28 2316 4 lane undivided : Two Way 3000 4-Lane Divided 5 3600 0.45 1 LOS A 2790 4-Lane Divided 5 0.54 1 LOS A 3246 4-Lane Divided 5 0.63 2 LOS B 3726 6-Lane Divided 7 5400 0.48 1 LOS A 4272 6-Lane Divided 7 0.55 1 LOS A 4717 6-Lane Divided 7 5400 0.61 2 LOS B 5208 6-Lane Divided 7 5400 0.68 2 LOS B21 28A 1082 Intermediate Two Way 900 2-Lane 2 1500 0.50 1 LOS A 1314 2-Lane 2 0.61 2 LOS B 1536 4-Lane Divided 5 0.30 1 LOS A 1768 4-Lane Divided 5 3600 0.34 1 LOS A 2034 4-Lane Divided 5 0.40 1 LOS A 2246 4-Lane Divided 5 3600 0.44 1 LOS A 2480 4-Lane Divided 5 3600 0.48 1 LOS A22 29 380 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.18 1 LOS A 464 2-Lane 2 0.22 1 LOS A 544 2-Lane 2 0.25 1 LOS A 627 2-Lane 2 1500 0.29 1 LOS A 720 2-Lane 2 0.34 1 LOS A 794 2-Lane 2 1500 0.37 1 LOS A 875 2-Lane 2 1500 0.41 1 LOS A23 30 538 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.25 1 LOS A 654 2-Lane 2 0.31 1 LOS A 763 2-Lane 2 0.36 1 LOS A 878 2-Lane 2 1500 0.41 1 LOS A 997 2-Lane 2 0.47 1 LOS A 1101 2-Lane 2 1500 0.51 1 LOS A 1215 2-Lane 2 1500 0.57 1 LOS A24 31 143 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.07 1 LOS A 270 2-Lane 2 0.13 1 LOS A 316 2-Lane 2 0.15 1 LOS A 362 2-Lane 2 1500 0.17 1 LOS A 412 2-Lane 2 0.19 1 LOS A 455 2-Lane 2 1500 0.21 1 LOS A 502 2-Lane 2 1500 0.23 1 LOS A25 32 786 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.37 1 LOS A 966 2-Lane 2 0.45 1 LOS A 1135 2-Lane 2 0.53 1 LOS A 1311 2-Lane 2 1500 0.61 2 LOS B 1500 4-Lane Divided 5 0.29 1 LOS A 1657 4-Lane Divided 5 3600 0.32 1 LOS A 1829 4-Lane Divided 5 3600 0.36 1 LOS A26 33 1466 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.68 2 LOS B 1810 4-Lane Divided 5 0.35 1 LOS A 2137 4-Lane Divided 5 0.42 1 LOS A 2470 4-Lane Divided 5 3600 0.48 1 LOS A 2851 4-Lane Divided 5 0.55 1 LOS A 3148 4-Lane Divided 5 3600 0.61 2 LOS B 3475 4-Lane Divided 5 3600 0.68 2 LOS B27 34 735 Intermediate Two Way 900 2-Lane 2 1500 0.34 1 LOS A 913 2-Lane 2 0.43 1 LOS A 1079 2-Lane 2 0.50 1 LOS A 1244 2-Lane 2 1500 0.58 1 LOS A 1435 2-Lane 2 0.67 2 LOS B 1584 2-Lane 1 2400 0.46 1 LOS A 1749 2-Lane 1 2400 0.51 1 LOS A28 35 518 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.24 1 LOS A 636 2-Lane 2 0.30 1 LOS A 750 2-Lane 2 0.35 1 LOS A 865 2-Lane 2 1500 0.40 1 LOS A 998 2-Lane 2 0.47 1 LOS A 1102 2-Lane 2 1500 0.51 1 LOS A 1217 2-Lane 2 1500 0.57 1 LOS A29 37 1675 4-Lane Divided 5 3600 0.33 1 LOS A 2023 4-Lane Divided 5 0.39 1 LOS A 2356 4-Lane Divided 5 0.46 1 LOS A 2706 4-Lane Divided 5 3600 0.53 1 LOS A 3101 4-Lane Divided 5 0.60 2 LOS B 3423 4-Lane Divided 5 3600 0.67 2 LOS B 3778 6-Lane Divided 7 5400 0.49 1 LOS A30 39 3649 4 lane divided : Two Way 3600 6-Lane Divided 7 5400 0.47 1 LOS A 4510 6-Lane Divided 7 0.58 1 LOS A 5339 6-Lane Divided 7 0.69 2 LOS B 6168 6-Lane Divided 8 5400 0.80 3 LOS C 7121 6-Lane Divided 8 0.92 5 LOS E 7863 6-Lane Divided 8 5400 1.02 5 LOS E 8681 6-Lane Divided 8 5400 1.13 5 LOS E31 40 3160 3 lane divided : Two Way 2600 4-Lane Divided 5 3600 0.61 2 LOS B 3891 6-Lane Divided 7 0.50 1 LOS A 4592 6-Lane Divided 7 0.60 1 LOS A 5301 6-Lane Divided 7 5400 0.69 2 LOS B 6118 6-Lane Divided 8 0.79 3 LOS C 6755 6-Lane Divided 8 5400 0.88 4 LOS D 7458 6-Lane Divided 8 5400 0.97 5 LOS E32 41 751 3 lane divided : Two Way 2600 4-Lane Divided 5 3600 0.15 1 LOS A 913 4-Lane Divided 5 0.18 1 LOS A 1064 4-Lane Divided 5 0.21 1 LOS A 1215 4-Lane Divided 5 3600 0.24 1 LOS A 1365 4-Lane Divided 5 0.27 1 LOS A 1507 4-Lane Divided 5 3600 0.29 1 LOS A 1663 4-Lane Divided 5 3600 0.32 1 LOS A33 42 2148 2 lane undivided : Two Way 1100 2-Lane 2 1500 1.00 5 LOS E 2607 4-Lane Divided 5 0.51 1 LOS A 3037 4-Lane Divided 5 0.59 1 LOS A 3498 4-Lane Divided 5 3600 0.68 2 LOS B 3946 6-Lane Divided 7 0.51 1 LOS A 4356 6-Lane Divided 7 5400 0.56 1 LOS A 4810 6-Lane Divided 7 5400 0.62 2 LOS B

Roads Which are Not in a Part of Project34 Degloor Road 1755 4 lane undivided : Two Way 3000 4-Lane Divided 5 3600 0.34 1 LOS A 2126 4-Lane Divided 5 0.41 1 LOS A 2473 4-Lane Divided 5 0.48 1 LOS A 2847 4-Lane Divided 5 3600 0.55 1 LOS A 3219 4-Lane Divided 5 0.63 2 LOS B 3554 4-Lane Divided 5 3600 0.69 2 LOS B 3924 6-Lane Divided 7 5400 0.51 1 LOS A35 Purna Road 977 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.46 1 LOS A 1195 2-Lane 2 0.56 1 LOS A 1405 2-Lane 2 0.66 2 LOS B 1619 4-Lane Divided 5 3600 0.31 1 LOS A 1861 4-Lane Divided 5 0.36 1 LOS A 2055 4-Lane Divided 5 3600 0.40 1 LOS A 2269 4-Lane Divided 5 3600 0.44 1 LOS A36 Latur Road 2348 2 lane undivided : Two Way 1100 2-Lane 2 1500 1.10 5 LOS E 2884 4-Lane Divided 5 0.56 1 LOS A 3394 4-Lane Divided 5 0.66 2 LOS B 3919 6-Lane Divided 7 5400 0.51 1 LOS A 4513 6-Lane Divided 7 0.59 1 LOS A 4983 6-Lane Divided 7 5400 0.65 2 LOS B 5501 6-Lane Divided 8 5400 0.71 3 LOS C37 NH-222 1352 2 lane undivided : Two Way 1100 2-Lane 2 1500 0.63 2 LOS B 1659 4-Lane Divided 5 0.32 1 LOS A 1950 4-Lane Divided 5 0.38 1 LOS A 2248 4-Lane Divided 5 3600 0.44 1 LOS A 2547 4-Lane Divided 5 0.50 1 LOS A 2812 4-Lane Divided 5 3600 0.55 1 LOS A 3105 4-Lane Divided 5 3600 0.60 2 LOS B

38 11 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A39 13 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A40 15 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A41 16 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A42 26 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A43 38A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A 0 2-Lane 2 1500 0.00 1 LOS A

Missing Links

2006 2031 20362026

Sl. No. Road Name

2016 20212011

Annexure 3.3


Road Name: Road No.2 Total TrafficLocation : Mid Block Near to Gurudwara Year 2006

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

08.00-09.00 132 94 0 6 21 16 0 0 0 3 7 9 3 0 1 0 0 36 4 1 0 332 40209.00-10.00 321 165 0 12 30 16 1 2 0 3 4 1 1 0 0 0 1 86 24 2 0 667 74010.00-11.00 696 491 0 28 64 32 4 0 1 3 3 1 1 0 0 1 0 130 20 4 0 1477 176611.00-12.00 714 432 0 31 53 29 6 0 1 1 3 0 1 0 0 1 0 168 29 7 0 1474 168612.00-13.00 502 430 0 34 39 30 1 1 2 0 3 4 0 0 0 0 0 78 29 7 0 1159 146513.00-14.00 899 504 0 36 67 35 4 0 1 0 4 0 3 0 0 0 0 144 24 11 0 1731 198414.00-15.00 470 414 0 33 39 25 5 4 0 1 0 2 0 0 0 0 0 127 28 11 0 1158 143115.00-16.00 592 345 0 35 55 34 1 9 0 1 5 2 0 0 0 0 0 124 16 2 0 1219 138516.00-17.00 385 409 0 36 55 30 3 4 0 0 3 3 2 0 0 1 0 127 13 11 2 1082 137517.00-18.00 509 362 0 32 71 32 7 3 1 9 4 1 1 0 0 0 0 144 16 7 0 1198 140518.00-19.00 555 564 0 27 81 57 8 3 2 7 3 1 1 0 0 0 0 107 12 7 0 1435 184419.00-20.00 627 409 0 30 48 28 1 0 3 2 0 0 2 0 0 0 0 95 14 5 0 1263 1498

Total 6400 4616 0 340 621 364 41 26 11 30 39 24 15 0 1 3 1 1364 226 73 2 14193 16981

Peak Hour Traffic

3-Seater

6-Seater

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi


d

TractorTrailor

2006 899 504 0 36 67 35 4 0 1 0 4 0 3 0 0 0 0 144 24 11 0 1731 19842011 1147 613 0 44 85 45 5 0 1 0 4 0 4 0 0 0 0 159 26 12 0 2145 24452016 1396 711 0 51 103 54 6 0 1 0 5 0 4 0 0 0 0 176 29 13 0 2549 28832021 1618 824 0 59 120 63 7 0 1 0 5 0 5 0 0 0 0 194 32 15 0 2943 33332026 1876 955 0 68 139 73 8 0 1 0 6 0 5 0 0 0 0 214 36 12 0 3394 38442031 2071 1055 0 75 153 81 9 0 1 0 7 0 6 0 0 0 0 236 39 12 0 3746 42422036 2287 1165 0 83 169 89 10 0 1 0 7 0 7 0 0 0 0 261 43 12 0 4134 4681


Cycle

Passenger Jeep


Time PeriodCycle

Rickshaw


Two Wheeler

Total Vehicles



Traffic Forecast

PCUsTwo Wheeler


Bus Total Vehicles

Hand Cart & ADV

Others

Truck Agriculture

CycleTime Period


Cycle Ricksha

w

ANNE-3-3 ANALYSIS-MOSL Rd-2(Gurudwara Gate) Initial Commercial Traffic, Road No. 2

Annexure 3.3


Road Name: Road No.3 Total TrafficLocation : Mid Block Near to Keli Market Year 2006

3-Seater

6-Seate

r

Goods Auto Car Jeep/

VanGovt. C/J/V Mini Pvt.

BusStand.

Bus LCV TruckSemi

Articulated

Articulated Tractor Trailor

08.00-09.00 102 64 0 4 7 2 0 0 0 1 0 7 3 0 0 0 0 76 37 15 318 36109.00-10.00 222 186 1 5 8 7 1 1 0 0 0 6 1 0 0 1 0 145 54 10 648 75310.00-11.00 257 224 0 11 10 6 1 2 0 0 0 5 4 0 0 1 0 205 55 5 786 89011.00-12.00 316 252 0 11 17 7 0 4 0 1 1 10 6 0 0 0 0 137 54 22 838 101012.00-13.00 420 286 3 8 18 10 1 3 0 0 1 4 7 1 0 0 0 163 33 8 966 111013.00-14.00 496 335 0 13 19 5 1 3 0 1 1 4 1 0 0 0 0 136 49 13 1077 126814.00-15.00 399 282 1 7 11 5 2 4 0 0 1 6 3 0 0 0 0 184 41 17 963 110215.00-16.00 352 262 0 24 12 21 3 1 1 0 4 2 6 1 0 1 0 179 49 15 933 108616.00-17.00 184 134 0 11 11 7 0 3 0 0 1 7 4 1 0 0 1 121 38 17 540 62317.00-18.00 377 254 0 12 17 8 2 3 0 0 3 7 5 1 0 1 0 153 47 20 910 106018.00-19.00 307 216 0 13 17 13 1 3 0 1 1 4 7 2 0 1 0 128 38 17 769 90719.00-20.00 162 127 1 7 12 7 0 3 0 1 1 5 2 0 0 0 0 56 24 10 418 509

Total 3594 2622 6 126 159 98 12 30 1 5 14 67 49 6 0 5 1 1683 519 169 9166 10678


3-Seater

6-Seate

r

Goods Auto Car Jeep/

VanGovt. C/J/V Mini Pvt.

BusStand.

Bus LCV TruckSemi

Articulated

Articulated Tractor Trailor

2006 496 335 0 13 19 5 1 3 0 1 1 4 1 0 0 0 0 136 49 13 0 1077 12682011 633 408 0 16 24 6 1 4 0 1 1 5 1 0 0 0 0 150 54 14 0 1319 15472016 770 472 0 18 30 8 2 5 0 1 1 6 1 0 0 0 0 166 60 16 0 1555 18122021 893 548 0 21 34 9 2 5 0 1 1 7 2 0 0 0 0 183 66 17 0 1790 20892026 1035 635 0 25 40 10 2 6 0 1 1 7 2 0 0 0 0 202 73 19 0 2059 24092031 1143 701 0 27 44 12 2 7 0 2 2 8 2 0 0 0 0 223 80 21 0 2274 26592036 1262 774 0 30 48 13 3 8 0 2 2 9 2 0 0 0 0 246 89 24 0 2510 2936

Car/Jeep/Van

Cycle



Time Period


Vehicles PCUsTwo Wheeler

Auto Rickshaw

Total Vehicles Hand Cart

& ADV Others

Passenger

JeepOthers

Cycle Ricksha

w

Hand Cart & ADV


Cycle Ricksha

w

Time Period


Traffic Forecast

PCUsTwo Wheeler


Cycle

Passenger Jeep


ANNE-3-3 ANALYSIS-MOSL Rd-3 ( Keli market) Initial Commercial Traffic, Road No.3

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Necklace Road (Road No.7) Total TrafficLocation : Mid Block Between ITI and Shivaji Nagar ROB Year 2006

3-Seater6-

Seater

Goods Auto

CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 1034 743 0 9 109 69 10 0 5 9 13 1 2 1 0 0 0 448 22 4 4 2483 2804 08.00-09.00 1436 933 0 0 218 116 38 1 2 23 13 7 1 0 0 0 0 511 30 8 2 3339 373309.00-10.00 1434 797 0 57 155 110 25 0 1 9 8 2 2 0 0 0 0 433 25 7 1 3066 335610.00-11.00 2874 1395 0 31 354 258 12 0 7 15 4 43 0 0 0 1 2 487 21 9 0 5513 603011.00-12.00 1803 1567 0 158 351 120 19 0 10 6 4 13 1 0 0 0 0 561 81 26 0 4720 570812.00-13.00 1529 988 0 23 191 50 22 0 1 0 3 6 1 0 0 0 0 403 35 16 0 3268 372313.00-14.00 1140 874 0 42 165 103 17 3 0 7 4 3 1 0 0 0 0 351 34 14 0 2758 323514.00-15.00 1301 725 0 5 149 60 24 0 3 4 1 7 0 0 0 0 0 411 36 7 0 2733 296415.00-16.00 1687 1020 0 28 110 54 20 0 0 3 6 6 0 0 0 0 5 283 8 13 0 3243 375616.00-17.00 1785 1305 0 24 149 69 9 0 1 3 3 1 0 0 0 0 0 625 49 15 0 4038 464117.00-18.00 1603 1142 0 50 202 56 9 0 0 0 5 0 0 0 0 0 0 473 54 5 0 3599 416218.00-19.00 2256 1654 0 31 236 157 17 0 2 14 5 1 0 0 0 0 0 549 40 6 0 4968 584619.00-20.00 1903 1292 0 0 216 71 26 1 0 0 0 4 0 0 0 0 0 473 9 11 0 4006 460320.00-21.00 1485 1006 0 6 225 17 3 0 0 1 3 1 0 0 0 0 0 494 8 7 0 3256 366221.00-22.00 1110 705 0 19 207 26 2 0 0 3 5 6 0 0 0 0 0 499 14 5 0 2601 281122.00-23.00 611 453 0 10 249 35 4 0 1 3 6 6 3 0 0 0 2 383 30 4 0 1800 1955

Total 24991 16599 0 493 3286 1371 257 5 33 100 83 107 11 1 0 1 9 7384 496 157 7 55391 62988

Peak Hour Traffic

3-Seater6-

Seater

Goods Auto

CarJeep/V

anGovt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


2006 2874 1395 0 31 354 258 12 0 7 15 4 43 0 0 0 1 2 487 21 9 0 5513 60302011 3668 1697 0 38 452 329 15 0 8 17 4 52 0 0 0 1 2 538 23 10 0 6855 74632016 4463 1968 0 44 550 401 19 0 9 18 5 61 0 0 0 1 3 594 26 11 0 8170 88342021 5174 2281 0 51 637 464 22 0 9 20 5 70 0 0 0 2 3 655 28 12 0 9434 102172026 5998 2644 0 59 739 538 25 0 10 22 6 78 0 0 0 2 3 724 31 13 0 10892 118122031 6622 2919 0 65 816 594 28 0 11 25 7 86 0 0 0 2 4 799 34 15 0 12026 130422036 7311 3223 0 72 901 656 31 0 13 27 7 95 0 0 0 2 4 882 38 16 0 13278 14399


CyclePCUs

Motorised Vehicle

Total VehiclesTwo

Wheeler

Cycle Ricksh

aw


Time Period


Hand Cart & ADV

Passenger

Jeep

Others

Traffic Forecast

Time Period


Total Vehicles

PCUsTwo Wheeler

Auto Rickshaw Car/Jeep/VanPassenge

r Jeep

Cycle Ricksh

aw

Hand Cart & ADV

Others


Cycle

ANNE-3-3 ANALYSIS-MOSL Rd-7(ROB-ITI) Initial Commercial Traffic, Road No. 7

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Necklace Road (Road No. 7) Total TrafficLocation :SP Office Year 2006


Jeep/Van

Govt C/J/V

Mini Bus

Pvt Bus

Stand Bus LCV Truck

Semi Articulat

ed

Articulated Tractor Trailer

08.00-09.00 706 584 0 11 94 32 16 0 5 6 1 14 0 0 0 0 0 412 68 13 0 1964 223409.00-10.00 1221 1152 0 27 154 33 36 0 0 4 0 9 0 0 0 0 0 379 50 7 0 3072 378210.00-11.00 1532 1208 0 12 158 43 32 0 0 0 1 10 0 0 0 0 0 416 81 14 0 3508 419011.00-12.00 1469 1177 0 16 159 43 27 0 0 4 0 11 0 0 0 0 0 371 59 15 0 3351 403512.00-13.00 1290 1029 0 9 152 34 13 0 0 2 3 12 0 0 0 0 0 298 59 17 0 2918 353713.00-14.00 1134 912 0 10 127 47 13 0 0 3 0 12 1 0 0 0 0 264 51 18 0 2591 314514.00-15.00 960 851 0 8 139 24 8 0 2 3 1 15 1 0 0 0 0 229 43 9 0 2293 283515.00-16.00 1206 961 0 7 135 43 16 0 1 2 0 34 1 0 0 0 0 246 60 7 0 2719 331316.00-17.00 1180 1072 0 5 153 37 17 0 0 2 1 14 0 0 0 0 0 295 51 15 0 2843 352517.00-18.00 1520 1149 0 10 154 37 18 0 2 6 0 14 1 0 0 0 0 339 61 16 0 3327 399218.00-19.00 1692 1450 0 16 184 48 18 0 1 3 1 11 0 0 0 0 0 297 44 18 0 3783 471719.00-20.00 1518 1122 0 9 142 45 19 0 0 0 2 7 0 0 0 0 0 317 87 25 0 3292 395220.00-21.00 1012 563 0 31 103 40 38 0 2 8 1 17 1 0 0 0 0 373 59 39 0 2288 251321.00-22.00 959 399 0 9 105 29 20 0 1 4 0 12 2 0 0 0 0 278 14 22 0 1854 192022.00-23.00 534 239 0 7 72 23 10 0 0 3 0 6 3 1 1 0 0 141 5 15 0 1060 113123.00-00.00 194 67 0 5 40 10 15 0 0 0 0 8 2 0 1 0 0 32 3 3 0 380 39700.00-01.00 67 30 0 2 12 7 6 0 0 0 0 3 1 1 1 0 0 12 3 1 0 146 16301.00-02.00 23 13 0 0 6 6 3 0 0 0 0 1 1 0 0 0 0 3 0 0 0 57 6502.00-03.00 13 13 0 2 4 3 1 0 0 0 0 5 3 0 0 0 0 5 0 0 0 48 6303.00-04.00 41 27 0 3 9 6 3 0 0 0 0 7 2 0 0 0 0 12 0 0 0 111 13004.00-05.00 113 80 0 7 16 4 5 0 0 1 0 4 2 0 0 6 0 135 12 2 0 387 40505.00-06.00 370 209 0 8 30 17 8 0 0 1 0 5 2 0 0 1 0 297 19 1 0 968 95906.00-07.00 662 410 0 16 58 36 4 0 0 3 0 8 2 0 0 1 0 390 36 4 0 1631 172307.00-08.00 894 799 0 11 58 39 12 0 0 8 0 18 1 0 1 1 0 386 43 9 0 2280 2722

Total 20310 15516 1 240 2264 687 359 0 15 63 11 256 27 2 4 10 1 5927 909 270 0 46871 55448

Peak Hour Traffic


Jeep/Van

Govt C/J/V

Mini Bus

Pvt Bus

Stand Bus LCV Truck

Semi Articulat

ed

Articulated

Tractor Trailer

2006 1692 1450 0 16 184 48 18 0 1 3 1 11 0 0 0 0 0 297 44 18 0 3783 47172011 2159 1764 0 19 235 61 23 0 1 3 1 13 0 0 0 0 0 328 49 20 0 4677 58002016 2627 2045 0 22 286 74 28 0 1 4 1 15 0 0 0 0 0 362 54 22 0 5542 68192021 3045 2371 0 26 332 86 33 0 1 4 1 17 0 0 0 0 0 400 60 24 0 6400 78872026 3530 2748 0 30 385 99 38 0 1 4 1 19 0 0 0 0 0 442 66 26 0 7391 91232031 3898 3035 0 33 425 110 42 0 2 5 2 21 0 0 0 0 0 488 73 29 0 8161 100722036 4303 3350 0 36 469 121 47 0 2 5 2 23 0 0 0 0 0 539 80 32 0 9010 11121

Hand Cart & ADV


Cycle


Time Period


Total Vehicles

Total PCUs

Two Wheeler


Total Vehicles

Hand Cart & ADV

Others

Others

Traffic Forecast

Total PCUs

Agriculture

Cycle

Passenger Jeep

Cycle Rickshaw

Cycle Rickshaw

Year


Two Wheeler


Jeep

Bus Truck

ANNE-3-3 ANALYSIS-MOSL Rd-7 (SP Office) Initial Commercial Traffic, Road No. 7

Annexure 3.3


Road Name: Necklace Road (Road No.8) Total TrafficLocation : Mid Block Between Mutha and Mahaveer Chowk Year 2006

3-Seater

6-Seate

r

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated

Tractor

Tractor Trailor

08.00-09.00 250 135 0 2 15 19 1 0 1 0 0 0 1 0 0 0 0 119 22 5 1 571 60409.00-10.00 359 249 0 5 17 18 0 0 0 0 0 2 0 0 0 0 0 179 16 0 0 845 92610.00-11.00 364 349 0 7 20 10 0 0 0 0 0 0 0 0 0 0 0 232 23 5 0 1010 117111.00-12.00 780 407 0 1 39 18 9 0 0 0 0 0 0 0 0 0 0 245 31 9 0 1539 165312.00-13.00 571 462 0 10 35 16 0 0 0 0 0 0 0 0 0 0 0 246 26 5 0 1371 158913.00-14.00 827 479 0 5 37 18 2 0 0 0 0 1 0 0 0 0 0 242 11 9 0 1631 179914.00-15.00 847 460 0 7 41 39 0 0 0 0 0 0 0 0 0 0 0 186 37 25 0 1642 184415.00-16.00 554 348 0 5 26 6 1 0 0 0 0 2 0 0 0 0 0 135 19 7 0 1103 126416.00-17.00 571 331 0 6 26 17 1 0 0 0 0 2 0 0 0 0 0 202 21 12 1 1190 130517.00-18.00 443 307 0 13 23 10 4 0 2 0 0 0 0 0 0 0 0 193 53 9 0 1057 119818.00-19.00 637 399 0 9 58 18 0 0 0 0 0 0 0 0 0 0 0 196 31 1 0 1349 151119.00-20.00 851 795 0 9 45 22 4 0 0 0 0 0 0 0 0 0 0 226 17 4 1 1974 246120.00-21.00 851 514 0 3 60 18 0 1 0 0 0 1 0 0 0 0 0 137 9 1 0 1595 183521.00-22.00 898 385 0 3 112 26 1 0 0 0 0 2 0 0 0 0 0 305 11 5 0 1748 176922.00-23.00 600 240 0 6 48 10 2 0 0 0 0 1 0 0 0 0 0 76 67 4 1 1055 1149

Total 9403 5860 0 91 602 265 25 1 3 0 0 11 1 0 0 0 0 2919 394 101 4 19680 22079

Peak Hour Traffic

3-Seater

6-Seate

r

Goods Auto

CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated

Tractor

Tractor Trailor

2006 851 795 0 9 45 22 4 0 0 0 0 0 0 0 0 0 0 226 17 4 1 1974 24612011 1086 967 0 11 57 28 5 0 0 0 0 0 0 0 0 0 0 250 19 4 1 2429 30202016 1321 1121 0 13 70 34 6 0 0 0 0 0 0 0 0 0 0 275 21 5 1 2868 35442021 1532 1300 0 15 81 40 7 0 0 0 0 0 0 0 0 0 0 304 23 5 1 3308 40982026 1776 1507 0 17 94 46 8 0 0 0 0 0 0 0 0 0 0 336 25 6 1 3817 47402031 1961 1664 0 19 104 51 9 0 0 0 0 0 0 0 0 0 0 371 28 7 2 4214 52332036 2165 1837 0 21 114 56 10 0 0 0 0 0 0 0 0 0 0 409 31 7 2 4652 5778

Others

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV

Time Period


Total Vehicles

Two Wheele

r


r Jeep

Bus Truck



Time Period Two Wheele

r

Cycle Ricksh

aw


r Jeep

Traffic Forecast

PCUs


CycleTotal

VehiclesPCUs Hand

Cart & ADV

Others

ANNE-3-3 ANALYSIS-MOSL Rd-8 (Mutha Chowk) Initial Commercial Traffic, Road No. 8

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Necklace Road (Road No.7) Total TrafficLocation: Mid Block Volume Between Towe & Bharkhi Chowk Year 2006

3-Seater

6-Seate

r

Goods Auto

Car Jeep/Van

Govt. C/J/V

Mini Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulate

d

Tracto

r

Tractor Trailor

07.00-08.00 99 85 0 9 10 16 1 3 1 0 1 1 0 0 0 0 0 97 21 1 0 346 375 08.00-09.00 274 225 0 26 12 25 3 3 0 1 3 2 0 0 0 0 0 181 30 6 0 792 89509.00-10.00 508 303 0 7 24 20 3 7 0 4 8 6 0 0 0 0 0 287 50 15 0 1239 133110.00-11.00 497 414 0 23 23 10 2 5 0 0 0 1 0 0 0 0 0 290 81 17 0 1362 157311.00-12.00 495 472 0 28 23 22 3 10 0 0 0 0 0 0 0 0 0 341 102 31 0 1526 179712.00-13.00 547 494 0 24 18 21 1 3 0 0 0 1 0 0 0 0 0 441 102 25 0 1676 189813.00-14.00 434 421 0 14 18 13 1 5 0 0 0 0 0 0 0 0 0 312 78 24 0 1318 154314.00-15.00 389 362 0 10 8 6 1 1 0 0 0 0 0 0 0 0 0 290 83 17 0 1167 134915.00-16.00 451 377 0 13 9 22 2 5 0 0 0 0 0 0 0 0 0 228 70 18 0 1195 140316.00-17.00 530 421 0 38 18 26 0 7 0 0 0 1 0 0 0 0 0 226 113 12 0 1391 165017.00-18.00 621 411 0 40 12 16 4 5 0 0 0 0 0 0 0 0 0 267 88 22 0 1484 168818.00-19.00 504 449 0 26 13 9 2 6 0 0 0 0 0 0 0 0 0 266 71 14 0 1359 160919.00-20.00 521 414 0 31 23 19 4 2 0 0 0 2 0 0 0 0 0 298 67 13 0 1393 158820.00-21.00 435 266 0 16 12 15 1 1 0 0 0 1 0 0 0 0 0 292 56 22 0 1116 118421.00-22.00 470 244 0 10 15 12 0 1 0 0 0 0 0 0 0 0 0 205 23 19 0 998 105722.00-23.00 165 106 0 4 2 3 0 2 0 0 0 0 0 0 0 0 0 131 16 7 0 436 451

Total 6939 5462 0 320 237 253 28 66 1 5 12 13 0 0 0 0 0 4149 1051 262 0 18798 21391

Peak Hour Traffic

3-Seater

6-Seate

r

Goods Auto

Car Jeep/Van

Govt. C/J/V

Mini Pvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulate

d

Tracto

r

Tractor Trailor

2006 547 494 0 24 18 21 1 3 0 0 0 1 0 0 0 0 0 441 102 25 0 1676 18982011 697 601 0 29 23 26 2 4 0 0 0 1 0 0 0 0 0 487 112 28 0 2010 22882016 849 696 0 33 28 32 2 5 0 0 0 1 0 0 0 0 0 538 124 30 0 2339 26602021 984 807 0 39 33 37 2 5 0 0 0 2 0 0 0 0 0 594 137 34 0 2673 30562026 1140 936 0 45 38 43 3 6 0 0 0 2 0 0 0 0 0 655 151 37 0 3056 3511


Time Period


Total Vehicles

PCUsTwo Wheele

r


er Jeep


CycleCycle

Rickshaw

Hand Cart & ADV

Others

Traffic Forecast

PCUsTwo Wheele

r


er Jeep

BusTotal

Vehicles Hand Cart & ADV

Others

Truck Agriculture

CycleTime Period


Cycle Ricksha

w

ANNE-3-3 ANALYSIS-MOSL Rd-8( Tower-Bharkhi) Initial Commercial Traffic, Road No.8

Annexure 3.3

2031 1259 1033 0 50 42 47 3 7 0 0 0 2 0 0 0 0 0 724 167 41 0 3374 38762036 1390 1141 0 55 46 52 3 8 0 0 0 2 0 0 0 0 0 799 184 45 0 3726 4280

ANNE-3-3 ANALYSIS-MOSL Rd-8( Tower-Bharkhi) Initial Commercial Traffic, Road No.8

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.8 Total TrafficLocation : Mid Block Near to Degloor Naka Year 2006

3-Seater

6-SeaterGoods Auto


MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated

Tract

or

Tractor Trailer

07.00-08.00 378 153 1 17 35 37 0 16 6 8 24 13 89 36 1 0 0 236 81 14 0 1145 1412 08.00-09.00 509 265 0 37 56 34 1 7 1 4 19 20 138 70 0 2 11 368 80 23 0 1645 212709.00-10.00 609 318 24 24 58 65 6 13 10 18 35 27 185 80 0 2 0 487 97 18 0 2076 264510.00-11.00 611 328 10 36 40 39 2 10 10 9 31 29 140 46 0 3 2 433 118 21 0 1918 236611.00-12.00 683 359 9 60 86 74 8 21 11 14 58 58 227 101 5 12 16 407 150 75 0 2434 339012.00-13.00 852 426 1 80 112 86 8 21 3 12 47 77 188 131 4 11 1 391 211 22 0 2684 363113.00-14.00 797 428 24 54 61 35 5 14 4 10 34 55 167 58 1 7 1 357 167 20 0 2299 297614.00-15.00 844 392 5 54 44 43 4 11 16 14 26 43 143 51 1 2 2 352 93 10 0 2150 264915.00-16.00 813 330 10 26 45 64 2 16 22 12 33 23 169 56 2 5 1 348 133 9 0 2119 263416.00-17.00 629 303 8 27 40 43 4 17 18 11 21 33 149 50 3 6 4 379 141 0 0 1886 235817.00-18.00 657 319 7 21 62 75 5 17 8 20 39 33 152 49 1 2 1 324 137 7 0 1936 244818.00-19.00 764 387 9 23 85 81 4 17 16 14 41 59 165 72 3 3 0 316 116 10 0 2185 283719.00-20.00 764 366 8 37 50 60 2 24 22 25 43 21 141 78 5 4 2 444 153 6 0 2255 284820.00-21.00 912 452 1 35 48 65 1 20 18 40 26 45 182 94 0 3 1 513 118 9 0 2583 325021.00-22.00 763 398 0 30 32 40 5 11 6 11 14 23 188 73 2 1 0 317 74 2 0 1990 258522.00-23.00 560 221 7 13 23 42 0 3 4 0 5 25 108 58 3 1 2 199 79 5 0 1358 1735Total 6037 1606 12 268 177 75 8 13 4 5 3 89 73 3 2 32 13 5542 1912 732 3 32663 41893

Peak Hour Traffic

3-Seater

6-SeaterGoods Auto


MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated

Tract

or

Tractor Trailer

2006 852 426 1 80 112 86 8 21 3 12 47 77 188 131 4 11 1 391 211 22 0 2684 36312011 1087 518 1 97 143 110 10 27 3 13 52 94 229 159 5 13 1 432 233 24 0 3252.6 43922016 1323 601 1 113 174 134 12 33 4 15 57 109 265 185 6 16 1 477 257 27 0 3807.9 51132021 1534 697 2 131 202 155 14 38 4 16 63 126 307 214 7 17 2 526 284 30 0 4367.3 58772026 1778 807 2 152 234 179 17 44 4 18 70 139 339 236 7 19 2 581 314 33 0 4974.8 66622031 1963 892 2 167 258 198 18 48 5 20 77 153 375 261 8 21 2 641 346 36 0 5492.6 73562036 2167 984 2 185 285 219 20 53 5 22 85 169 414 288 9 23 2 708 382 40 0 6064.3 8121


Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Passenger Jeep


Cycle Rickshaw

Bus Truck

Others

Agriculture

CycleCycle

Rickshaw Hand Cart

& ADV

Traffic Forecast

PCUsTwo Wheeler


Passenger Jeep

Bus Total Vehicles Hand Cart

& ADVOthers

Truck Agriculture

CycleTime Period


ANNE-3-3 ANALYSIS-MOSL RD-8(Degloor Naka) Initial Commercial Traffic, Road No. 8

Classified Traffic Volume Count SurveyRoad Name: Degloor Road Total TrafficLocation : Near to Maharan Pratap Chowk Year: 2006


CarJeep/Van

Govt. C/J/V

MiniPvt. Bus

Stand. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 93 45 0 3 8 4 1 4 4 1 11 16 59 28 0 2 2 107 10 5 0 403 572 08.00-09.00 113 75 0 33 16 28 1 14 19 16 27 20 84 65 0 0 0 148 11 7 0 677 103809.00-10.00 194 113 0 60 18 26 1 22 7 21 31 22 109 58 6 0 0 198 16 12 0 914 132010.00-11.00 206 58 0 44 22 25 2 27 9 15 31 41 113 56 2 1 0 195 10 7 0 864 119011.00-12.00 208 121 0 66 21 21 3 24 7 15 33 57 133 59 1 3 1 149 18 5 0 945 141512.00-13.00 204 135 1 36 13 18 3 20 4 16 27 37 127 41 2 6 3 96 13 9 3 814 126313.00-14.00 208 139 0 43 11 26 1 13 6 21 25 30 130 53 0 3 1 115 12 3 0 840 129214.00-15.00 173 119 0 41 16 33 1 12 8 19 34 33 148 63 1 3 1 144 3 5 0 857 134515.00-16.00 189 146 0 64 28 40 1 18 19 28 36 46 116 56 8 8 5 119 22 5 0 954 150816.00-17.00 177 124 0 43 18 19 2 23 12 16 30 42 156 42 9 1 4 91 15 5 0 829 132517.00-18.00 206 130 18 17 30 38 1 21 14 11 29 36 137 49 4 1 3 137 12 7 0 901 135218.00-19.00 284 176 27 22 31 32 1 34 25 10 31 31 139 58 0 4 3 214 27 5 0 1154 164019.00-20.00 287 173 15 18 21 27 4 19 17 17 20 48 165 86 1 1 1 194 10 3 0 1127 169720.00-21.00 208 110 17 17 16 26 2 11 12 10 14 42 155 61 3 4 4 107 9 3 0 831 131921.00-22.00 137 128 3 17 13 27 0 9 14 5 16 26 92 53 6 0 0 109 7 2 2 666 105322.00-23.00 121 103 2 10 15 18 1 5 6 0 14 22 100 53 0 1 1 71 2 3 0 548 908

Total 3008 1895 83 534 297 408 25 276 183 221 409 549 1963 881 43 38 29 2194 197 86 5 13324 20238.5

Peak Hour Traffic


CarJeep/V

anGovt.C/J/

VMini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

2006 287 173 15 18 21 27 4 19 17 17 20 48 165 86 1 1 1 194 10 3 0 1127 16972011 366 210 18 22 27 34 5 24 19 19 22 58 201 105 1 1 1 214 11 3 0 1363 20562016 446 244 21 25 33 42 6 30 21 21 24 68 233 121 1 1 1 236 12 4 0 1591 23912021 517 283 25 29 38 49 7 34 23 23 27 78 270 141 2 2 2 261 13 4 0 1826 27572026 599 328 28 34 44 56 8 40 25 25 30 87 298 155 2 2 2 288 15 4 0 2070 31082031 661 362 31 38 48 62 9 44 28 28 33 96 329 171 2 2 2 318 16 5 0 2286 34322036 730 400 35 42 53 69 10 48 31 31 36 106 363 189 2 2 2 351 18 5 0 2524 3789

Traffic Forecast

Time Period

Motorised Vehicle

Total Vehicles

PCUsTwo Wheeler


Passenger Jeep




Jeep

Non-Motorised VehiclesBus

PCUs


CycleCycle

Rickshaw Hand Cart

& ADVOthers

Total VehiclesOthers

Hand Cart & ADV

Motorised Vehicle

Two Wheeler

Truck Agriculture

Cycle

Annexure 3.3

Classified Traffic Volume Count SurveyRoad Name: Road No.17 Total TrafficLocation : Near to Gurudwara Gate 1 Year: 2006

3-Seater6-

SeaterGoods Auto

CarJeep/Va

nGovt. C/J/V

Mini Bus

Pvt. Bus

Stand. Bus

LCV TruckSemi


ed Tractor

Tractor Trailor

08.00-09.00 89 29 0 2 7 11 0 0 1 0 0 0 3 9 1 0 0 41 4 0 0 197 22009.00-10.00 141 25 0 1 5 13 1 0 1 2 0 1 5 1 0 0 0 57 23 3 0 279 26710.00-11.00 268 79 0 9 18 21 1 0 2 0 0 0 1 2 0 0 0 79 4 4 0 488 47811.00-12.00 277 76 0 11 17 19 0 0 2 1 0 0 7 7 0 0 0 92 15 3 0 527 53412.00-13.00 255 78 0 5 12 27 0 1 0 0 0 0 2 5 0 0 0 68 25 6 0 484 50213.00-14.00 258 76 0 6 24 18 2 0 1 0 0 0 6 8 0 0 0 74 12 2 0 487 50414.00-15.00 266 74 0 3 21 22 0 0 3 0 0 0 3 1 0 0 0 82 9 7 0 491 47815.00-16.00 242 58 0 8 24 16 1 0 0 0 0 2 4 3 0 0 0 88 21 8 0 475 46516.00-17.00 167 67 0 12 21 23 0 0 1 0 0 1 9 8 0 0 0 48 16 6 2 381 44317.00-18.00 235 62 0 8 23 25 0 0 1 6 0 1 11 3 0 0 0 81 15 1 0 472 47718.00-19.00 138 53 0 3 24 24 0 0 3 0 0 3 3 6 0 0 0 40 8 1 0 306 33519.00-20.00 251 64 0 2 23 32 0 0 0 0 0 1 5 2 0 0 0 57 11 2 0 450 443

Total 2587 741 0 70 219 251 5 1 15 9 0 9 59 55 1 0 0 807 163 43 2 5037 5145

Peak Hour Traffic

3-Seater6-

SeaterGoods Auto

CarJeep/Va

nGovt.C/

J/VMini Bus

Pvt. BusStand. Bus

LCV TruckSemi


d Tractor

Tractor Trailor

2006 277 76 0 11 17 19 0 0 2 1 0 0 7 7 0 0 0 92 15 3 0 527 5342011 354 92 0 13 22 24 0 0 2 1 0 0 9 9 0 0 0 102 17 3 0 647 6552016 430 107 0 16 26 30 0 0 2 1 0 0 10 10 0 0 0 112 18 4 0 766 7732021 499 124 0 18 31 34 0 0 3 1 0 0 11 11 0 0 0 124 20 4 0 881 8902026 578 144 0 21 35 40 0 0 3 1 0 0 13 13 0 0 0 137 22 4 0 1011 10222031 638 159 0 23 39 44 0 0 3 2 0 0 14 14 0 0 0 151 25 5 0 1117 11292036 705 176 0 25 43 48 0 0 4 2 0 0 15 15 0 0 0 167 27 5 0 1233 1246

Passenger Jeep

TruckBus

Cycle

Agriculture Motorised Vehicle




Two Wheeler

Total Vehicles

Total Vehicles Passenger

Jeep


Cycle Hand Cart

& ADV

Bus


PCUs

Time Period Two Wheeler

Truck Agriculture Others


Traffic Forecast

Cycle Rickshaw

Hand Cart & ADV

OthersPCUs


Annexure 3.3


3-Seater

6-SeaterGoods Auto


MiniPvt. Bus

ST. Bus

LCV TruckSemi

Articulated

Articulated


07.00-08.00 194 153 1 17 35 37 0 16 6 8 24 13 89 36 1 0 0 236 81 14 0 961 1273 08.00-09.00 509 265 0 37 56 34 1 7 1 4 19 20 138 70 0 2 11 368 80 23 0 1645 212709.00-10.00 609 318 24 24 58 65 6 13 10 18 35 27 185 80 0 2 0 487 97 18 0 2076 264510.00-11.00 611 328 10 36 40 39 2 10 10 9 31 29 140 46 0 3 2 433 118 21 0 1918 236611.00-12.00 683 359 9 60 86 74 8 21 11 14 58 58 227 101 5 12 16 407 150 75 0 2434 339012.00-13.00 852 426 1 80 112 86 8 21 3 12 47 77 188 131 4 11 1 391 211 22 0 2684 363113.00-14.00 797 428 24 54 61 35 5 14 4 10 34 55 167 58 1 7 1 357 167 20 0 2299 297614.00-15.00 844 392 5 54 44 43 4 11 16 14 26 43 143 51 1 2 2 352 93 10 0 2150 264915.00-16.00 813 330 10 26 45 64 2 16 22 12 33 23 169 56 2 5 1 348 133 9 0 2119 263416.00-17.00 629 303 8 27 40 43 4 17 18 11 21 33 149 50 3 6 4 379 141 0 0 1886 235817.00-18.00 657 319 7 21 62 75 5 17 8 20 39 33 152 49 1 2 1 324 137 7 0 1936 244818.00-19.00 764 387 9 23 85 81 4 17 16 14 41 59 165 72 3 3 0 316 116 10 0 2185 283719.00-20.00 764 366 8 37 50 60 2 24 22 25 43 21 141 78 5 4 2 444 153 6 0 2255 284820.00-21.00 912 452 1 35 48 65 1 20 18 40 26 45 182 94 0 3 1 513 118 9 0 2583 325021.00-22.00 763 398 0 30 32 40 5 11 6 11 14 23 188 73 2 1 0 317 74 2 0 1990 258522.00-23.00 560 221 7 13 23 42 0 3 4 0 5 25 108 58 3 1 2 199 79 5 0 1358 1735

Total 10961 5445 124 574 877 883 57 238 175 222 496 584 2531 1103 31 64 44 5871 1948 251 0 32479 41755

Peak Hour Traffic

3-Seater

6-SeaterGoods Auto


MiniPvt. Bus

Stand.

BusLCV Truck

Semi Articula

ted

Articulated

Tractor Trailor

2006 852 426 1 80 112 86 8 21 3 12 47 77 188 131 4 11 1 391 211 22 0 2684 36312011 1199 581 1 109 157 122 12 31 6 15 61 103 273 176 5 14 2 473 251 28 0 3619 49162016 1459 673 1 126 191 149 14 38 7 16 68 119 316 204 6 17 2 523 277 31 0 4236 57222021 1691 781 2 146 221 172 16 44 7 18 75 138 366 237 7 18 2 577 306 34 0 4859 65782026 1961 905 2 169 257 200 19 51 8 20 83 153 404 261 8 20 2 637 337 24 0 5521 74282031 2165 999 2 187 283 220 21 56 9 22 91 168 447 289 9 22 3 703 373 24 0 6093 81972036 2390 1103 2 206 313 243 23 62 10 24 101 186 493 319 10 25 3 777 411 24 0 6725 9045

Bus TruckOther

s

Agriculture

CycleCycle

Rickshaw

Hand Cart & ADV

Traffic Forecast

Time Period


Total Vehicles

PCUsTwo Wheeler


Cycle

Bus

Year: 2006

Truck Agriculture

Road Name: Road No 9location: Near to Degloor Naka


Two Wheeler

Others


Time Period Passenger

Jeep

Total Vehicles



Cycle Rickshaw

ANNE-3-3 ANALYSIS-MOSL RD-9 (2) Initial Commercial Traffic, Road No. 9

Road No.42Axle Load Analysis

Annexure 3.4Axle Load Analysis

Location: Road No.42, Degloor Road

1st Axle 2nd Axle 3rd Axle 4th Axle 5th Axle 6th Axle 1st Axle 2nd Axle 3rd Axle 4th Axle 5th Axle 6th Axle1) Light Commercial Traffic

1 1 0.50 1.89 1.00 3.78 4.78 0.1082 1 0.40 0.94 0.80 1.88 2.68 0.0073 1 0.70 0.83 1.40 1.66 3.06 0.0064 1 0.26 0.36 0.52 0.72 1.24 0.0005 1 0.66 1.95 1.32 3.90 5.22 0.1246 1 0.28 0.22 0.56 0.44 1.00 0.0007 1 0.22 0.15 0.44 0.30 0.74 0.0008 1 0.58 0.98 1.16 1.96 3.12 0.0099 1 0.53 0.23 1.06 0.46 1.52 0.001

10 1 0.72 1.71 1.44 3.42 4.86 0.07411 1 0.84 1.23 1.68 2.46 4.14 0.02312 1 0.51 0.53 1.02 1.06 2.08 0.00113 1 0.93 1.75 1.86 3.50 5.36 0.08514 1 0.97 1.01 1.94 2.02 3.96 0.01615 1 0.55 0.64 1.10 1.28 2.38 0.00216 1 0.90 1.05 1.80 2.10 3.90 0.01617 1 0.98 1.25 1.96 2.50 4.46 0.02818 1 0.38 1.56 0.76 3.12 3.88 0.05019 1 0.44 1.20 0.88 2.40 3.28 0.01820 1 0.71 0.88 1.42 1.76 3.18 0.00721 1 1.18 0.68 2.36 1.36 3.72 0.01822 1 0.71 0.48 1.42 0.96 2.38 0.00323 1 0.53 0.57 1.06 1.14 2.20 0.00224 1 0.54 1.25 1.08 2.50 3.58 0.02125 1 0.96 2.15 1.92 4.30 6.22 0.18726 1 0.65 0.71 1.30 1.42 2.72 0.00427 1 1.40 0.99 2.80 1.98 4.78 0.04028 1 0.40 0.45 0.80 0.90 1.70 0.00129 1 0.60 0.89 1.20 1.78 2.98 0.00630 1 0.62 0.46 1.24 0.92 2.16 0.00231 1 0.94 1.70 1.88 3.40 5.28 0.07732 1 0.90 2.02 1.80 4.04 5.84 0.14633 1 0.50 0.40 1.00 0.80 1.80 0.00134 1 0.76 0.45 1.52 0.90 2.42 0.00335 1 1.18 2.14 2.36 4.28 6.64 0.19336 1 0.75 2.75 1.50 5.50 7.00 0.48537 1 0.84 0.67 1.68 1.34 3.02 0.00638 1 1.02 1.70 2.04 3.40 5.44 0.08039 1 0.40 0.51 0.80 1.02 1.82 0.00140 1 0.72 0.66 1.44 1.32 2.76 0.00441 1 0.56 1.25 1.12 2.50 3.62 0.02142 1 2.15 5.00 4.30 10.00 14.30 5.45043 1 0.52 2.02 1.04 4.04 5.08 0.14144 1 0.55 1.86 1.10 3.72 4.82 0.10245 1 0.37 0.42 0.74 0.84 1.58 0.00046 1 0.47 0.31 0.94 0.62 1.56 0.00047 1 1.08 2.10 2.16 4.20 6.36 0.17548 1 0.51 1.08 1.02 2.16 3.18 0.01249 1 0.49 0.55 0.98 1.10 2.08 0.00150 1 0.93 0.63 1.86 1.26 3.12 0.00851 1 1.17 0.68 2.34 1.36 3.70 0.01852 1 0.50 0.50 1.00 1.00 2.00 0.00153 1 0.47 0.30 0.94 0.60 1.54 0.00054 1 0.80 2.01 1.60 4.02 5.62 0.14155 1 0.38 0.48 0.76 0.96 1.72 0.00156 1 0.55 0.49 1.10 0.98 2.08 0.001

VDF 0.1422) Truck Traffic

1 2 2.85 4.63 5.70 9.26 14.96 2.2232 2 1.45 2.20 2.90 4.40 7.30 0.1223 2 0.92 4.55 1.84 9.10 10.94 1.5604 2 0.60 0.70 1.20 1.40 2.60 0.0025 2 0.86 1.22 1.72 2.44 4.16 0.0136 2 1.03 0.75 2.06 1.50 3.56 0.0117 2 0.95 3.36 1.90 6.72 8.62 0.4698 2 1.64 3.39 3.28 6.78 10.06 0.5409 2 1.70 0.77 3.40 1.54 4.94 0.072

10 2 1.24 1.75 2.48 3.50 5.98 0.05411 2 1.65 2.30 3.30 4.60 7.90 0.164

Wheel Load (Tonnes) Axle Load (Tonnes)

Preparation of Detailed Project Report for Nanded Roads under JNNURM Axle Load Survey Data Analysis

Sl. No. Vehicle Type

Total Weight (GVW)

ESA

12 ANNE3-4AXLE-LOAD-ANALYSIS-FINAL ROAD 42



1st Axle 2nd Axle 3rd Axle 4th Axle 5th Axle 6th Axle 1st Axle 2nd Axle 3rd Axle 4th Axle 5th Axle 6th Axle

Wheel Load (Tonnes) Axle Load (Tonnes)Sl. No. Vehicle Type

Total Weight (GVW)

ESA

12 2 1.74 5.36 3.48 10.72 14.20 3.07113 2 1.27 0.60 2.54 1.20 3.74 0.02214 2 0.40 0.42 0.80 0.84 1.64 0.00015 2 0.77 0.69 1.54 1.38 2.92 0.00416 2 1.11 0.76 2.22 1.52 3.74 0.01417 2 0.80 0.89 1.60 1.78 3.38 0.00618 2 0.97 3.02 1.94 6.04 7.98 0.30919 2 0.77 0.93 1.54 1.86 3.40 0.00620 2 1.25 2.73 2.50 5.46 7.96 0.22221 2 1.42 2.72 2.84 5.44 8.28 0.23322 2 0.71 2.17 1.42 4.34 5.76 0.08323 2 1.67 2.66 3.34 5.32 8.66 0.24724 2 2.07 3.54 4.14 7.08 11.22 0.72425 2 0.44 0.56 0.88 1.12 2.00 0.00126 2 0.70 2.37 1.40 4.74 6.14 0.11627 2 1.03 0.53 2.06 1.06 3.12 0.01028 2 0.70 0.97 1.40 1.94 3.34 0.00529 2 0.50 0.97 1.00 1.94 2.94 0.00430 2 1.54 3.35 3.08 6.70 9.78 0.50431 2 0.64 1.60 1.28 3.20 4.48 0.02532 2 0.82 0.73 1.64 1.46 3.10 0.00533 2 0.52 0.75 1.04 1.50 2.54 0.00234 2 1.37 1.78 2.74 3.56 6.30 0.06635 2 0.87 0.57 1.74 1.14 2.88 0.00536 2 1.10 0.74 2.20 1.48 3.68 0.01337 2 0.70 1.02 1.40 2.04 3.44 0.00638 2 0.59 0.51 1.18 1.02 2.20 0.00139 2 1.72 3.76 3.44 7.52 10.96 0.79940 2 1.35 3.44 2.70 6.88 9.58 0.53641 2 1.34 1.40 2.68 2.80 5.48 0.04142 2 0.60 1.30 1.20 2.60 3.80 0.01143 2 1.66 4.05 3.32 8.10 11.42 1.04044 2 0.32 0.52 0.64 1.04 1.68 0.00045 2 0.20 0.45 0.40 0.90 1.30 0.00046 2 0.45 0.67 0.90 1.34 2.24 0.00147 2 1.25 1.22 2.50 2.44 4.94 0.02948 2 1.23 1.18 2.46 2.36 4.82 0.02649 2 1.30 1.26 2.60 2.52 5.12 0.03350 2 0.34 0.64 0.68 1.28 1.96 0.00151 2 0.51 1.07 1.02 2.14 3.16 0.00552 2 0.45 0.51 0.90 1.02 1.92 0.00153 2 0.88 2.88 1.76 5.76 7.52 0.25554 2 1.42 0.84 2.84 1.68 4.52 0.03655 2 0.94 0.93 1.88 1.86 3.74 0.00956 2 1.04 4.67 2.08 9.34 11.42 1.73557 2 1.21 0.91 2.42 1.82 4.24 0.02158 2 1.16 1.22 2.32 2.44 4.76 0.02359 2 2.19 3.50 4.38 7.00 11.38 0.73860 2 0.87 1.20 1.74 2.40 4.14 0.01261 2 1.16 1.48 2.32 2.96 5.28 0.03362 2 1.85 3.03 3.70 6.06 9.76 0.40463 2 1.44 3.50 2.88 7.00 9.88 0.58064 2 0.87 0.74 1.74 1.48 3.22 0.00665 2 2.12 3.06 4.24 6.12 10.36 0.48866 2 1.20 1.44 2.40 2.88 5.28 0.03367 2 1.94 3.70 3.88 7.40 11.28 0.79968 2 0.20 0.31 0.40 0.62 1.02 0.00069 2 1.57 3.25 3.14 6.50 9.64 0.45670 2 2.14 3.40 4.28 6.80 11.08 0.66171 2 0.65 0.72 1.30 1.44 2.74 0.00272 2 0.54 0.70 1.08 1.40 2.48 0.00273 2 1.60 2.88 3.20 5.76 8.96 0.30574 2 1.36 2.70 2.72 5.40 8.12 0.22275 2 1.23 1.22 2.46 2.44 4.90 0.02776 2 1.32 3.88 2.64 7.76 10.40 0.84777 2 1.09 1.40 2.18 2.80 4.98 0.02678 2 1.29 1.38 2.58 2.76 5.34 0.03779 2 1.02 2.63 2.04 5.26 7.30 0.18380 2 1.35 4.43 2.70 8.86 11.56 1.42581 2 1.52 1.07 3.04 2.14 5.18 0.05082 2 1.80 1.26 3.60 2.52 6.12 0.09883 2 1.15 3.31 2.30 6.62 8.92 0.45084 2 1.61 3.65 3.22 7.30 10.52 0.700






Total Weight (GVW)

ESA

85 2 2.00 3.87 4.00 7.74 11.74 0.94886 2 1.80 0.86 3.60 1.72 5.32 0.09187 2 0.78 3.03 1.56 6.06 7.62 0.30988 2 0.60 0.95 1.20 1.90 3.10 0.00489 2 2.01 3.38 4.02 6.76 10.78 0.61190 2 1.60 1.29 3.20 2.58 5.78 0.06591 2 1.20 2.69 2.40 5.38 7.78 0.20792 2 1.62 3.79 3.24 7.58 10.82 0.80693 2 1.92 3.56 3.84 7.12 10.96 0.69794 2 1.70 3.66 3.40 7.32 10.72 0.72195 2 1.23 1.25 2.46 2.50 4.96 0.02896 2 1.71 4.25 3.42 8.50 11.92 1.25597 2 2.55 3.88 5.10 7.76 12.86 1.17898 2 1.25 2.47 2.50 4.94 7.44 0.15699 2 1.53 1.20 3.06 2.40 5.46 0.054100 2 1.20 2.96 2.40 5.92 8.32 0.296101 2 1.37 3.55 2.74 7.10 9.84 0.606102 2 1.60 3.86 3.20 7.72 10.92 0.860103 2 2.57 4.28 5.14 8.56 13.70 1.585104 2 1.80 2.18 3.60 4.36 7.96 0.170105 2 1.67 3.85 3.34 7.70 11.04 0.862106 2 1.04 0.96 2.08 1.92 4.00 0.013107 2 1.37 1.16 2.74 2.32 5.06 0.036108 2 1.58 3.31 3.16 6.62 9.78 0.488109 2 1.17 1.09 2.34 2.18 4.52 0.021110 2 1.01 0.77 2.02 1.54 3.56 0.010111 2 1.51 2.19 3.02 4.38 7.40 0.127112 2 2.24 4.58 4.48 9.16 13.64 1.808113 2 0.54 0.80 1.08 1.60 2.68 0.002114 2 0.85 0.62 1.70 1.24 2.94 0.005115 2 1.16 1.00 2.32 2.00 4.32 0.019116 2 2.31 3.06 4.62 6.12 10.74 0.558117 2 0.85 0.84 1.70 1.68 3.38 0.006118 2 0.70 0.76 1.40 1.52 2.92 0.003119 2 1.20 2.31 2.40 4.62 7.02 0.121120 2 1.16 2.40 2.32 4.80 7.12 0.136121 2 1.47 1.37 2.94 2.74 5.68 0.052122 2 2.39 4.13 4.78 8.26 13.04 1.330123 2 1.42 1.14 2.84 2.28 5.12 0.040124 2 0.39 0.56 0.78 1.12 1.90 0.001125 2 1.30 3.35 2.60 6.70 9.30 0.481126 2 1.22 0.98 2.44 1.96 4.40 0.022127 2 1.71 1.54 3.42 3.08 6.50 0.092128 2 0.78 1.08 1.56 2.16 3.72 0.008129 2 1.75 3.66 3.50 7.32 10.82 0.730130 2 0.76 2.15 1.52 4.30 5.82 0.080131 2 0.72 0.88 1.44 1.76 3.20 0.004132 2 0.64 0.97 1.28 1.94 3.22 0.005133 2 1.74 2.63 3.48 5.26 8.74 0.251134 2 1.28 1.26 2.56 2.52 5.08 0.032135 2 1.26 1.14 2.52 2.28 4.80 0.027136 2 0.41 0.35 0.82 0.70 1.52 0.000137 2 0.97 1.97 1.94 3.94 5.88 0.062138 2 1.04 0.83 2.08 1.66 3.74 0.012139 2 1.08 0.97 2.16 1.94 4.10 0.015140 2 1.42 3.64 2.84 7.28 10.12 0.671141 2 1.84 1.66 3.68 3.32 7.00 0.124142 2 1.85 3.70 3.70 7.40 11.10 0.778143 2 1.51 5.54 3.02 11.08 14.10 3.460144 2 2.13 3.65 4.26 7.30 11.56 0.817145 2 1.48 1.32 2.96 2.64 5.60 0.051146 2 1.23 1.44 2.46 2.88 5.34 0.035147 2 1.35 3.55 2.70 7.10 9.80 0.604148 2 1.20 1.25 2.40 2.50 4.90 0.026149 2 1.55 3.53 3.10 7.06 10.16 0.612150 2 0.67 3.59 1.34 7.18 8.52 0.604151 2 1.84 4.55 3.68 9.10 12.78 1.651152 2 2.08 2.12 4.16 4.24 8.40 0.231153 2 1.62 4.24 3.24 8.48 11.72 1.230154 2 1.59 4.24 3.18 8.48 11.66 1.226155 2 1.10 1.20 2.20 2.40 4.60 0.020156 2 0.90 0.77 1.80 1.54 3.34 0.007157 2 1.32 1.35 2.64 2.70 5.34 0.038






Total Weight (GVW)

ESA

158 2 1.62 4.24 3.24 8.48 11.72 1.230159 2 0.71 0.67 1.42 1.34 2.76 0.003160 2 2.37 3.95 4.74 7.90 12.64 1.149161 2 2.30 4.32 4.60 8.64 13.24 1.499162 2 1.07 3.21 2.14 6.42 8.56 0.396163 2 1.00 0.88 2.00 1.76 3.76 0.011164 2 1.20 1.35 2.40 2.70 5.10 0.030165 2 0.78 3.00 1.56 6.00 7.56 0.297166 2 2.04 4.41 4.08 8.82 12.90 1.518167 2 1.63 2.67 3.26 5.34 8.60 0.244168 2 1.27 1.40 2.54 2.80 5.34 0.036169 2 1.03 1.16 2.06 2.32 4.38 0.016170 2 1.99 3.42 3.98 6.84 10.82 0.628171 2 1.23 1.07 2.46 2.14 4.60 0.024172 2 1.20 3.98 2.40 7.96 10.36 0.927173 2 2.01 4.17 4.02 8.34 12.36 1.234174 2 1.73 4.66 3.46 9.32 12.78 1.786175 2 0.91 0.61 1.82 1.22 3.04 0.006176 2 2.13 4.96 4.26 9.92 14.18 2.368177 2 2.36 3.01 4.72 6.02 10.74 0.559178 2 1.54 4.20 3.08 8.40 11.48 1.176179 2 1.52 1.03 3.04 2.06 5.10 0.049180 2 2.20 3.73 4.40 7.46 11.86 0.900181 2 2.08 3.91 4.16 7.82 11.98 1.005182 2 0.53 1.07 1.06 2.14 3.20 0.005183 2 1.18 1.31 2.36 2.62 4.98 0.027184 2 1.80 2.77 3.60 5.54 9.14 0.302185 2 1.81 3.17 3.62 6.34 9.96 0.457186 2 1.42 0.86 2.84 1.72 4.56 0.036187 2 1.47 1.28 2.94 2.56 5.50 0.049188 2 1.58 2.85 3.16 5.70 8.86 0.292189 2 1.54 1.14 3.08 2.28 5.36 0.054190 2 2.64 4.14 5.28 8.28 13.56 1.475191 2 1.48 1.13 2.96 2.26 5.22 0.046192 2 1.78 1.46 3.56 2.92 6.48 0.101193 2 1.20 4.31 2.40 8.62 11.02 1.269194 2 1.93 4.40 3.86 8.80 12.66 1.476195 2 0.80 1.25 1.60 2.50 4.10 0.012196 2 2.03 5.01 4.06 10.02 14.08 2.428197 2 2.35 3.64 4.70 7.28 11.98 0.894198 2 2.13 2.93 4.26 5.86 10.12 0.441199 2 1.12 1.66 2.24 3.32 5.56 0.041200 2 2.49 3.91 4.98 7.82 12.80 1.172201 2 1.91 2.51 3.82 5.02 8.84 0.256202 2 2.49 2.81 4.98 5.62 10.60 0.550203 2 1.04 3.42 2.08 6.84 8.92 0.506204 2 2.09 3.66 4.18 7.32 11.50 0.812205 2 1.63 1.53 3.26 3.06 6.32 0.079206 2 1.85 5.90 3.70 11.80 15.50 4.493207 2 1.48 2.51 2.96 5.02 7.98 0.184208 2 2.90 4.08 5.80 8.16 13.96 1.601209 2 1.85 3.85 3.70 7.70 11.40 0.896210 2 2.54 3.88 5.08 7.76 12.84 1.173211 2 2.19 3.54 4.38 7.08 11.46 0.763212 2 1.74 4.60 3.48 9.20 12.68 1.701213 2 1.01 0.78 2.02 1.56 3.58 0.010214 2 1.08 1.35 2.16 2.70 4.86 0.024215 2 2.40 2.89 4.80 5.78 10.58 0.533216 2 1.46 1.24 2.92 2.48 5.40 0.047217 2 1.33 1.43 2.66 2.86 5.52 0.042218 2 2.41 5.01 4.82 10.02 14.84 2.569219 2 1.70 2.72 3.40 5.44 8.84 0.269220 2 2.65 4.60 5.30 9.20 14.50 2.040221 2 1.00 0.70 2.00 1.40 3.40 0.009222 2 1.64 1.24 3.28 2.48 5.76 0.070223 2 0.93 1.09 1.86 2.18 4.04 0.011224 2 1.82 4.50 3.64 9.00 12.64 1.580225 2 1.26 1.16 2.52 2.32 4.84 0.028226 2 2.77 4.21 5.54 8.42 13.96 1.636227 2 1.90 4.13 3.80 8.26 12.06 1.165228 2 1.20 0.81 2.40 1.62 4.02 0.019229 2 2.36 4.66 4.72 9.32 14.04 1.972230 2 1.57 2.60 3.14 5.20 8.34 0.217






Total Weight (GVW)

ESA

231 2 2.31 4.27 4.62 8.54 13.16 1.446232 2 1.26 3.82 2.52 7.64 10.16 0.793233 2 2.38 4.69 4.76 9.38 14.14 2.025234 2 1.75 4.58 3.50 9.16 12.66 1.675235 2 1.32 1.02 2.64 2.04 4.68 0.030236 2 2.50 4.59 5.00 9.18 14.18 1.939237 2 2.87 4.22 5.74 8.44 14.18 1.722238 2 1.50 1.23 3.00 2.46 5.46 0.051239 2 1.47 1.60 2.94 3.20 6.14 0.063240 2 1.77 3.72 3.54 7.44 10.98 0.777241 2 0.80 1.03 1.60 2.06 3.66 0.008242 2 1.24 1.18 2.48 2.36 4.84 0.027243 2 1.45 2.10 2.90 4.20 7.10 0.108244 2 2.20 4.53 4.40 9.06 13.46 1.725245 2 2.04 4.89 4.08 9.78 13.86 2.220246 2 2.36 5.25 4.72 10.50 15.22 3.017247 2 1.45 3.98 2.90 7.96 10.86 0.947248 2 2.55 4.57 5.10 9.14 14.24 1.938249 2 2.60 2.66 5.20 5.32 10.52 0.567250 2 1.46 1.96 2.92 3.92 6.84 0.092251 2 0.87 1.28 1.74 2.56 4.30 0.015252 2 1.02 0.77 2.04 1.54 3.58 0.010253 2 1.40 4.49 2.80 8.98 11.78 1.506254 2 1.80 4.48 3.60 8.96 12.56 1.549255 2 2.01 4.57 4.02 9.14 13.16 1.719256 2 1.60 1.06 3.20 2.12 5.32 0.060257 2 1.44 1.48 2.88 2.96 5.84 0.054258 2 1.26 1.29 2.52 2.58 5.10 0.031259 2 2.10 4.50 4.20 9.00 13.20 1.651260 2 1.01 0.75 2.02 1.50 3.52 0.010261 2 1.54 0.78 3.08 1.56 4.64 0.049262 2 2.86 5.00 5.72 10.00 15.72 2.831263 2 2.73 2.83 5.46 5.66 11.12 0.701264 2 2.65 3.10 5.30 6.20 11.50 0.751265 2 2.24 3.30 4.48 6.60 11.08 0.642266 2 2.09 5.07 4.18 10.14 14.32 2.557267 2 1.85 4.19 3.70 8.38 12.08 1.217268 2 0.83 1.27 1.66 2.54 4.20 0.013269 2 1.32 1.18 2.64 2.36 5.00 0.033270 2 2.13 3.14 4.26 6.28 10.54 0.526271 2 2.13 3.78 4.26 7.56 11.82 0.914272 2 2.20 3.78 4.40 7.56 11.96 0.938273 2 1.37 5.09 2.74 10.18 12.92 2.464274 2 2.55 4.88 5.10 9.76 14.86 2.413275 2 2.68 4.78 5.36 9.56 14.92 2.328276 2 1.23 2.10 2.46 4.20 6.66 0.090277 2 2.33 4.84 4.66 9.68 14.34 2.239278 2 2.17 3.76 4.34 7.52 11.86 0.912279 2 1.76 4.62 3.52 9.24 12.76 1.733280 2 2.30 5.33 4.60 10.66 15.26 3.163281 2 2.23 5.19 4.46 10.38 14.84 2.840282 2 2.64 4.52 5.28 9.04 14.32 1.923283 2 2.02 2.90 4.04 5.80 9.84 0.397284 2 1.58 1.02 3.16 2.04 5.20 0.056285 2 1.32 1.46 2.64 2.92 5.56 0.042286 2 2.32 1.35 4.64 2.70 7.34 0.256287 2 1.27 1.48 2.54 2.96 5.50 0.039288 2 1.58 2.76 3.16 5.52 8.68 0.263289 2 1.97 2.02 3.94 4.04 7.98 0.187290 2 1.05 1.28 2.10 2.56 4.66 0.020291 2 1.68 2.72 3.36 5.44 8.80 0.266292 2 2.43 4.29 4.86 8.58 13.44 1.522293 2 1.76 4.26 3.52 8.52 12.04 1.275294 2 1.23 1.59 2.46 3.18 5.64 0.042295 2 1.24 1.07 2.48 2.14 4.62 0.025296 2 1.28 2.56 2.56 5.12 7.68 0.178297 2 2.68 2.93 5.36 5.86 11.22 0.702298 2 1.54 1.50 3.08 3.00 6.08 0.066299 2 2.12 4.67 4.24 9.34 13.58 1.895300 2 2.50 3.12 5.00 6.24 11.24 0.673301 2 2.97 2.57 5.94 5.14 11.08 0.814302 2 1.75 2.22 3.50 4.44 7.94 0.167303 2 2.42 2.12 4.84 4.24 9.08 0.362






Total Weight (GVW)

ESA

304 2 2.07 5.22 4.14 10.44 14.58 2.847305 2 1.06 1.08 2.12 2.16 4.28 0.016306 2 0.38 0.43 0.76 0.86 1.62 0.000307 2 2.65 4.08 5.30 8.16 13.46 1.421308 2 2.60 3.33 5.20 6.66 11.86 0.831309 2 1.17 1.82 2.34 3.64 5.98 0.056310 2 0.81 2.09 1.62 4.18 5.80 0.073311 2 1.14 2.37 2.28 4.74 7.02 0.129312 2 2.08 4.72 4.16 9.44 13.60 1.958313 2 3.02 4.84 6.04 9.68 15.72 2.691314 2 0.63 0.52 1.26 1.04 2.30 0.002315 2 2.12 4.19 4.24 8.38 12.62 1.288316 2 2.05 4.42 4.10 8.84 12.94 1.533317 2 2.07 2.93 4.14 5.86 10.00 0.422318 2 2.82 4.00 5.64 8.00 13.64 1.462319 2 2.92 4.23 5.84 8.46 14.30 1.774320 2 2.40 4.98 4.80 9.96 14.76 2.510321 2 1.40 1.60 2.80 3.20 6.00 0.056322 2 1.08 1.32 2.16 2.64 4.80 0.022323 2 2.61 4.98 5.22 9.96 15.18 2.622324 2 2.63 5.40 5.26 10.80 16.06 3.487325 2 2.54 4.58 5.08 9.16 14.24 1.947326 2 1.83 2.86 3.66 5.72 9.38 0.337327 2 0.63 1.95 1.26 3.90 5.16 0.054328 2 2.27 4.98 4.54 9.96 14.50 2.454329 2 1.99 4.14 3.98 8.28 12.26 1.198330 2 1.22 1.35 2.44 2.70 5.14 0.031331 2 1.31 1.93 2.62 3.86 6.48 0.075332 2 1.22 2.58 2.44 5.16 7.60 0.179333 2 3.30 3.80 6.60 7.60 14.20 1.756334 2 2.09 3.30 4.18 6.60 10.78 0.591335 2 2.35 5.44 4.70 10.88 15.58 3.433336 2 2.55 5.26 5.10 10.52 15.62 3.133337 2 0.55 0.58 1.10 1.16 2.26 0.001338 2 1.80 1.90 3.60 3.80 7.40 0.136339 2 1.81 1.85 3.62 3.70 7.32 0.133340 2 2.72 5.17 5.44 10.34 15.78 3.052341 2 0.75 1.44 1.50 2.88 4.38 0.018342 2 1.80 3.53 3.60 7.06 10.66 0.652343 2 1.72 3.35 3.44 6.70 10.14 0.531344 2 2.10 2.40 4.20 4.80 9.00 0.284345 2 2.12 4.23 4.24 8.46 12.70 1.331346 2 2.08 4.70 4.16 9.40 13.56 1.927347 2 2.38 5.62 4.76 11.24 16.00 3.888348 2 3.12 4.72 6.24 9.44 15.68 2.599349 2 2.10 5.07 4.20 10.14 14.34 2.560350 2 1.87 1.90 3.74 3.80 7.54 0.150351 2 0.77 0.79 1.54 1.58 3.12 0.004352 2 3.01 5.02 6.02 10.04 16.06 2.995353 2 2.22 4.18 4.44 8.36 12.80 1.312354 2 1.50 4.52 3.00 9.04 12.04 1.556355 2 2.40 4.75 4.80 9.50 14.30 2.126356 2 2.45 4.85 4.90 9.70 14.60 2.310357 2 2.22 5.52 4.44 11.04 15.48 3.572358 2 1.93 2.22 3.86 4.44 8.30 0.205359 2 2.52 3.12 5.04 6.24 11.28 0.684360 2 2.22 5.65 4.44 11.30 15.74 3.900361 2 2.42 5.16 4.84 10.32 15.16 2.860362 2 2.54 4.52 5.08 9.04 14.12 1.865363 2 0.80 0.85 1.60 1.70 3.30 0.005364 2 1.91 4.06 3.82 8.12 11.94 1.098365 2 2.12 2.50 4.24 5.00 9.24 0.312366 2 3.52 5.01 7.04 10.02 17.06 3.579367 2 3.65 4.20 7.30 8.40 15.70 2.625368 2 2.52 2.92 5.04 5.84 10.88 0.604369 2 1.65 1.88 3.30 3.76 7.06 0.108370 2 2.44 5.04 4.88 10.08 14.96 2.639371 2 2.25 6.24 4.50 12.48 16.98 5.714372 2 2.55 4.68 5.10 9.36 14.46 2.096373 2 2.23 3.58 4.46 7.16 11.62 0.804374 2 1.98 3.18 3.96 6.36 10.32 0.500375 2 2.52 5.01 5.04 10.02 15.06 2.625376 2 1.31 1.55 2.62 3.10 5.72 0.046






Total Weight (GVW)

ESA

377 2 1.45 1.71 2.90 3.42 6.32 0.068378 2 1.12 4.16 2.24 8.32 10.56 1.099379 2 1.82 4.43 3.64 8.86 12.50 1.489380 2 1.32 5.52 2.64 11.04 13.68 3.393381 2 2.30 4.12 4.60 8.24 12.84 1.281382 2 1.33 2.26 2.66 4.52 7.18 0.121383 2 1.62 5.48 3.24 10.96 14.20 3.329384 2 1.63 2.71 3.26 5.42 8.68 0.255385 2 1.95 4.88 3.90 9.76 13.66 2.179386 2 1.60 3.83 3.20 7.66 10.86 0.836387 2 2.66 6.35 5.32 12.70 18.02 6.319388 2 0.68 5.57 1.36 11.14 12.50 3.492389 2 2.33 4.12 4.66 8.24 12.90 1.293390 2 0.54 1.07 1.08 2.14 3.22 0.005391 2 2.25 4.95 4.50 9.90 14.40 2.393392 2 1.26 1.22 2.52 2.44 4.96 0.029393 2 1.92 3.25 3.84 6.50 10.34 0.519394 2 1.08 1.12 2.16 2.24 4.40 0.017395 2 1.81 2.50 3.62 5.00 8.62 0.232396 2 1.29 0.77 2.58 1.54 4.12 0.025397 2 1.84 2.91 3.68 5.82 9.50 0.357398 2 1.80 3.00 3.60 6.00 9.60 0.382399 2 0.51 1.65 1.02 3.30 4.32 0.027400 2 1.87 2.74 3.74 5.48 9.22 0.308401 2 1.67 2.10 3.34 4.20 7.54 0.136402 2 1.75 1.77 3.50 3.54 7.04 0.115403 2 1.73 4.15 3.46 8.30 11.76 1.151404 2 1.58 3.25 3.16 6.50 9.66 0.457405 2 0.97 2.77 1.94 5.54 7.48 0.221406 2 1.04 0.90 2.08 1.80 3.88 0.012407 2 0.85 1.27 1.70 2.54 4.24 0.014408 2 0.63 0.81 1.26 1.62 2.88 0.003409 2 1.61 1.13 3.22 2.26 5.48 0.063410 2 0.63 0.45 1.26 0.90 2.16 0.001411 2 1.67 3.74 3.34 7.48 10.82 0.775412 2 1.50 2.30 3.00 4.60 7.60 0.144413 2 0.87 2.87 1.74 5.74 7.48 0.251414 2 1.68 4.48 3.36 8.96 12.32 1.528415 2 0.80 1.10 1.60 2.20 3.80 0.009416 2 2.07 4.29 4.14 8.58 12.72 1.383417 2 1.12 0.80 2.24 1.60 3.84 0.015418 2 2.52 3.45 5.04 6.90 11.94 0.854419 2 2.68 4.57 5.36 9.14 14.50 2.017420 2 2.29 3.22 4.58 6.44 11.02 0.622421 2 1.46 3.45 2.92 6.90 9.82 0.552422 2 1.40 3.16 2.80 6.32 9.12 0.394423 2 1.91 1.48 3.82 2.96 6.78 0.130424 2 1.05 2.60 2.10 5.20 7.30 0.176425 2 0.69 2.10 1.38 4.20 5.58 0.072426 2 1.85 3.91 3.70 7.82 11.52 0.946427 2 0.60 0.89 1.20 1.78 2.98 0.003428 2 0.76 0.54 1.52 1.08 2.60 0.003429 2 0.66 0.47 1.32 0.94 2.26 0.002430 2 1.96 3.02 3.92 6.04 9.96 0.426431 2 0.84 0.78 1.68 1.56 3.24 0.006432 2 1.25 1.10 2.50 2.20 4.70 0.026433 2 1.31 1.81 2.62 3.62 6.24 0.064434 2 0.63 0.53 1.26 1.06 2.32 0.002435 2 1.60 3.16 3.20 6.32 9.52 0.417436 2 1.13 4.51 2.26 9.02 11.28 1.514437 2 2.42 3.21 4.84 6.42 11.26 0.674438 2 1.09 1.00 2.18 2.00 4.18 0.016439 2 0.85 0.95 1.70 1.90 3.60 0.007440 2 1.10 1.08 2.20 2.16 4.36 0.017441 2 0.79 0.60 1.58 1.20 2.78 0.004442 2 0.99 1.62 1.98 3.24 5.22 0.033443 2 0.80 0.62 1.60 1.24 2.84 0.004444 2 0.72 0.90 1.44 1.80 3.24 0.005445 2 0.94 1.05 1.88 2.10 3.98 0.011446 2 0.98 1.06 1.96 2.12 4.08 0.012447 2 1.24 0.93 2.48 1.86 4.34 0.023448 2 0.94 1.19 1.88 2.38 4.26 0.014449 2 0.91 0.64 1.82 1.28 3.10 0.006






Total Weight (GVW)

ESA

450 2 1.65 2.83 3.30 5.66 8.96 0.295451 2 0.81 0.63 1.62 1.26 2.88 0.004452 2 1.30 1.69 2.60 3.38 5.98 0.054453 2 1.55 0.84 3.10 1.68 4.78 0.050454 2 0.87 2.31 1.74 4.62 6.36 0.108455 2 1.90 3.60 3.80 7.20 11.00 0.719456 2 1.21 0.78 2.42 1.56 3.98 0.019457 2 1.31 0.69 2.62 1.38 4.00 0.026458 2 0.75 0.60 1.50 1.20 2.70 0.003459 2 0.57 0.70 1.14 1.40 2.54 0.002460 2 1.16 4.04 2.32 8.08 10.40 0.981461 2 1.38 3.33 2.76 6.66 9.42 0.477462 2 0.85 0.60 1.70 1.20 2.90 0.005463 2 0.58 0.96 1.16 1.92 3.08 0.004464 2 1.50 3.63 3.00 7.26 10.26 0.672465 2 0.76 0.88 1.52 1.76 3.28 0.005466 2 1.12 1.18 2.24 2.36 4.60 0.020467 2 1.02 1.25 2.04 2.50 4.54 0.018468 2 1.14 2.13 2.28 4.26 6.54 0.089469 2 1.27 1.00 2.54 2.00 4.54 0.026470 2 1.04 1.45 2.08 2.90 4.98 0.026471 2 1.26 1.70 2.52 3.40 5.92 0.052472 2 1.71 3.57 3.42 7.14 10.56 0.661473 2 0.97 1.17 1.94 2.34 4.28 0.014474 2 1.62 2.62 3.24 5.24 8.48 0.229475 2 1.98 3.61 3.96 7.22 11.18 0.746476 2 1.27 1.09 2.54 2.18 4.72 0.027477 2 1.48 2.79 2.96 5.58 8.54 0.260478 2 2.10 3.60 4.20 7.20 11.40 0.773479 2 1.22 2.70 2.44 5.40 7.84 0.211480 2 1.35 2.25 2.70 4.50 7.20 0.121481 2 1.04 2.04 2.08 4.08 6.16 0.073482 2 1.16 1.14 2.32 2.28 4.60 0.021483 2 1.25 3.58 2.50 7.16 9.66 0.616484 2 0.28 0.55 0.56 1.10 1.66 0.000485 2 1.26 1.35 2.52 2.70 5.22 0.033486 2 1.38 1.42 2.76 2.84 5.60 0.045487 2 0.60 0.84 1.20 1.68 2.88 0.003488 2 1.65 3.99 3.30 7.98 11.28 0.982489 2 1.16 1.26 2.32 2.52 4.84 0.024490 2 1.49 4.88 2.98 9.76 12.74 2.098491 2 1.13 3.66 2.26 7.32 9.58 0.664

VDF 0.6833) Multi AxleTraffic

1 3 2.82 2.95 3.44 5.64 5.90 6.88 18.42 1.0462 3 2.00 2.38 2.13 4.00 4.76 4.26 13.02 0.2623 3 1.07 0.70 0.73 2.14 1.40 1.46 5.00 0.012

4 3 1.90 3.58 3.33 3.80 7.16 6.66 17.62 0.812

5 3 1.63 1.09 0.89 3.26 2.18 1.78 7.22 0.064

6 3 2.89 1.53 1.43 5.78 3.06 2.86 11.70 0.612

7 3 2.06 3.08 3.42 4.12 6.16 6.84 17.12 0.701

8 3 1.01 2.54 2.78 2.02 5.08 5.56 12.66 0.255

9 3 2.10 2.84 3.18 4.20 5.68 6.36 16.24 0.568

10 3 0.73 0.67 0.58 1.46 1.34 1.16 3.96 0.003

11 3 3.27 3.27 3.18 6.54 6.54 6.36 19.44 1.497

12 3 1.07 1.25 2.05 2.14 2.50 4.10 8.74 0.048

13 3 1.57 3.29 3.18 3.14 6.58 6.36 16.08 0.591

14 3 1.25 1.00 0.36 2.50 2.00 0.72 5.22 0.022

15 3 2.06 3.21 2.95 4.12 6.42 5.90 16.44 0.595

16 3 1.18 0.81 0.79 2.36 1.62 1.58 5.56 0.01817 3 3.86 4.03 4.34 7.72 8.06 8.68 24.46 3.38218 3 2.54 3.11 3.17 5.08 6.22 6.34 17.64 0.83019 3 1.11 0.87 0.74 2.22 1.74 1.48 5.44 0.01520 3 1.60 3.17 3.52 3.20 6.34 7.04 16.58 0.67221 3 1.35 0.76 0.82 2.70 1.52 1.64 5.86 0.03022 3 0.19 0.70 0.56 0.38 1.40 1.12 2.90 0.00123 3 1.15 0.60 0.64 2.30 1.20 1.28 4.78 0.01524 3 1.52 1.04 0.78 3.04 2.08 1.56 6.68 0.04825 3 1.72 2.46 3.14 3.44 4.92 6.28 14.64 0.376






Total Weight (GVW)

ESA

26 3 1.30 0.87 0.80 2.60 1.74 1.60 5.94 0.02627 3 1.78 3.19 2.64 2.34 3.56 6.38 5.28 4.68 19.90 1.45628 3 1.27 1.78 1.75 2.54 3.56 3.50 9.60 0.07029 3 2.04 3.13 2.97 4.08 6.26 5.94 16.28 0.57230 3 1.78 0.84 0.77 3.56 1.68 1.54 6.78 0.08731 3 1.23 0.89 0.65 2.46 1.78 1.30 5.54 0.02132 3 2.44 2.83 3.45 4.88 5.66 6.90 17.44 0.77833 3 1.71 3.63 3.35 3.42 7.26 6.70 17.38 0.80334 3 1.24 0.93 1.06 2.48 1.86 2.12 6.46 0.02535 3 1.69 3.41 3.44 3.38 6.82 6.88 17.08 0.74636 3 1.07 0.71 0.65 2.14 1.42 1.30 4.86 0.01237 3 1.22 0.84 0.47 0.38 0.71 2.44 1.68 0.94 0.76 1.42 7.24 0.02938 3 3.28 1.75 1.50 6.56 3.50 3.00 13.06 1.01039 3 2.80 2.70 2.36 5.60 5.40 4.72 15.72 0.72040 3 2.19 4.35 4.05 4.38 8.70 8.10 21.18 1.72641 3 1.35 0.55 0.61 2.70 1.10 1.22 5.02 0.02942 3 2.39 1.84 2.09 4.78 3.68 4.18 12.64 0.34943 3 2.56 3.44 3.96 5.12 6.88 7.92 19.92 1.28544 3 2.35 3.51 3.97 4.70 7.02 7.94 19.66 1.22145 3 2.10 3.45 4.11 4.20 6.90 8.22 19.32 1.16946 3 2.69 3.86 3.78 5.38 7.72 7.56 20.66 1.49047 3 0.78 0.96 0.83 1.56 1.92 1.66 5.14 0.00648 3 1.10 0.90 0.75 2.20 1.80 1.50 5.50 0.01549 3 1.01 0.87 0.63 2.02 1.74 1.26 5.02 0.01050 3 1.22 0.61 0.53 2.44 1.22 1.06 4.72 0.01951 3 3.03 3.02 3.01 6.06 6.04 6.02 18.12 1.11852 3 1.70 0.95 0.65 3.40 1.90 1.30 6.60 0.07253 3 2.15 3.08 3.31 4.30 6.16 6.62 17.08 0.69354 3 2.61 3.61 3.71 5.22 7.22 7.42 19.86 1.27555 3 1.92 3.06 2.83 3.84 6.12 5.66 15.62 0.48556 3 1.78 1.14 1.04 3.56 2.28 2.08 7.92 0.09257 3 2.73 3.58 3.85 5.46 7.16 7.70 20.32 1.40658 3 2.53 3.10 3.31 5.06 6.20 6.62 17.88 0.86559 3 2.05 3.29 3.71 4.10 6.58 7.42 18.10 0.88860 3 2.07 1.08 1.18 4.14 2.16 2.36 8.66 0.16361 3 1.51 1.05 0.90 3.02 2.10 1.80 6.92 0.04862 3 2.46 3.69 3.54 4.92 7.38 7.08 19.38 1.15063 3 1.33 1.13 1.00 0.93 2.66 2.26 2.00 1.86 8.78 0.05364 3 2.65 4.15 3.99 5.30 8.30 7.98 21.58 1.76765 3 1.21 0.89 0.78 2.42 1.78 1.56 5.76 0.02066 3 1.77 1.13 0.80 3.54 2.26 1.60 7.40 0.08767 3 1.68 0.89 1.06 3.36 1.78 2.12 7.26 0.07268 3 2.37 4.42 4.45 4.74 8.84 8.90 22.48 2.17169 3 2.15 4.26 4.09 4.30 8.52 8.18 21.00 1.67670 3 2.85 3.81 4.23 5.70 7.62 8.46 21.78 1.84271 3 1.88 0.90 0.80 3.76 1.80 1.60 7.16 0.10872 3 2.93 3.47 3.67 5.86 6.94 7.34 20.14 1.42173 3 2.76 3.89 3.89 5.52 7.78 7.78 21.08 1.61774 3 1.14 0.67 0.72 2.28 1.34 1.44 5.06 0.01575 3 3.15 3.91 3.97 6.30 7.82 7.94 22.06 2.01776 3 2.93 2.25 2.25 5.86 4.50 4.50 14.86 0.74877 3 2.00 4.05 4.00 4.00 8.10 8.00 20.10 1.42778 3 1.15 0.82 0.70 2.30 1.64 1.40 5.34 0.01679 3 2.13 4.40 3.76 4.26 8.80 7.52 20.58 1.53880 3 3.17 4.15 3.76 6.34 8.30 7.52 22.16 2.05681 3 2.57 4.57 3.76 5.14 9.14 7.52 21.80 1.85082 3 2.12 4.18 3.80 4.24 8.36 7.60 20.20 1.41883 3 2.48 3.85 3.15 4.96 7.70 6.30 18.96 1.05884 3 2.44 4.69 4.04 4.88 9.38 8.08 22.34 2.08685 3 1.54 1.14 1.03 3.08 2.28 2.06 7.42 0.05486 3 2.65 3.65 3.54 5.30 7.30 7.08 19.68 1.23887 3 2.48 3.59 3.71 4.96 7.18 7.42 19.56 1.19388 3 1.65 1.05 1.13 3.30 2.10 2.26 7.66 0.06989 3 2.47 3.81 4.15 4.94 7.62 8.30 20.86 1.54990 3 2.89 3.32 3.23 5.78 6.64 6.46 18.88 1.15591 3 2.89 4.48 3.73 5.78 8.96 7.46 22.20 1.98692 3 3.49 3.54 4.14 6.98 7.08 8.28 22.34 2.32293 3 2.65 3.80 3.77 5.30 7.60 7.54 20.44 1.42694 3 2.27 4.20 4.04 4.54 8.40 8.08 21.02 1.64395 3 2.87 3.53 3.96 5.74 7.06 7.92 20.72 1.54196 3 2.02 4.41 5.15 4.04 8.82 10.30 23.16 2.71197 3 2.93 3.12 3.18 5.86 6.24 6.36 18.46 1.10698 3 1.68 1.18 1.02 3.36 2.36 2.04 7.76 0.074






Total Weight (GVW)

ESA

99 3 1.73 1.05 1.16 3.46 2.10 2.32 7.88 0.083100 3 2.52 3.81 3.55 5.04 7.62 7.10 19.76 1.243101 3 1.70 3.91 3.19 3.40 7.82 6.38 17.60 0.852102 3 1.88 5.17 4.79 3.76 10.34 9.58 23.68 3.134103 3 2.89 4.06 3.76 5.78 8.12 7.52 21.42 1.739104 3 1.59 1.16 1.09 3.18 2.32 2.18 7.68 0.062105 3 1.43 1.14 0.86 2.86 2.28 1.72 6.86 0.040106 3 3.10 2.19 2.02 6.20 4.38 4.04 14.62 0.875107 3 2.42 2.03 1.96 4.84 4.06 3.92 12.82 0.367108 3 2.68 4.04 4.33 5.36 8.08 8.66 22.10 1.945109 3 2.62 2.69 2.90 5.24 5.38 5.80 16.42 0.698110 3 2.48 2.47 2.30 4.96 4.94 4.60 14.50 0.478111 3 2.96 3.36 4.35 5.92 6.72 8.70 21.34 1.735112 3 1.76 3.22 3.34 3.52 6.44 6.68 16.64 0.651113 3 3.08 4.13 3.41 6.16 8.26 6.82 21.24 1.754114 3 2.84 4.08 4.21 5.68 8.16 8.42 22.26 2.002115 3 2.93 3.20 3.40 5.86 6.40 6.80 19.06 1.205116 3 2.34 4.20 4.58 4.68 8.40 9.16 22.24 2.082117 3 3.03 4.47 4.16 6.06 8.94 8.32 23.32 2.418118 3 3.38 4.19 3.30 6.76 8.38 6.60 21.74 2.069119 3 2.40 3.90 4.01 4.80 7.80 8.02 20.62 1.485120 3 2.65 4.41 4.55 5.30 8.82 9.10 23.22 2.399121 3 1.62 1.52 0.40 3.24 3.04 0.80 7.08 0.062122 3 1.50 1.55 1.02 1.01 3.00 3.10 2.04 2.02 10.16 0.093123 3 2.14 4.65 4.68 4.28 9.30 9.36 22.94 2.509124 3 1.65 1.31 1.52 3.30 2.62 3.04 8.96 0.082125 3 1.40 4.09 3.81 2.80 8.18 7.62 18.60 1.231126 3 2.92 2.12 2.81 5.84 4.24 5.62 15.70 0.795127 3 2.71 2.42 2.50 5.42 4.84 5.00 15.26 0.635128 3 3.04 2.72 3.21 6.08 5.44 6.42 17.94 1.101129 3 2.72 4.45 4.65 5.44 8.90 9.30 23.64 2.572130 3 3.31 4.12 4.18 6.62 8.24 8.36 23.22 2.473131 3 3.45 4.71 4.07 6.90 9.42 8.14 24.46 3.023132 3 2.70 4.83 4.23 5.40 9.66 8.46 23.52 2.522133 3 3.20 3.70 4.02 6.40 7.40 8.04 21.84 1.977134 3 2.43 3.20 4.22 4.86 6.40 8.44 19.70 1.227135 3 3.20 3.38 3.21 6.40 6.76 6.42 19.58 1.465136 3 2.70 4.12 4.40 5.40 8.24 8.80 22.44 2.070137 3 2.61 4.54 4.80 5.22 9.08 9.60 23.90 2.733138 3 3.22 2.50 4.12 6.44 5.00 8.24 19.68 1.498139 3 2.50 3.33 3.42 5.00 6.66 6.84 18.50 0.968140 3 2.18 2.55 3.58 4.36 5.10 7.16 16.62 0.625141 3 2.53 4.41 4.48 5.06 8.82 8.96 22.84 2.268142 3 2.80 2.90 3.12 5.60 5.80 6.24 17.64 0.922143 3 2.93 4.29 4.21 5.86 8.58 8.42 22.86 2.228144 3 1.52 1.20 3.10 3.04 2.40 6.20 11.64 0.150145 3 3.35 3.50 3.80 6.70 7.00 7.60 21.30 1.936146 3 2.15 3.25 4.18 4.30 6.50 8.36 19.16 1.118147 3 2.63 4.45 4.18 5.26 8.90 8.36 22.52 2.111148 3 3.12 3.76 4.85 6.24 7.52 9.70 23.46 2.490149 3 3.18 4.00 4.15 6.36 8.00 8.30 22.66 2.220150 3 3.15 4.20 4.31 6.30 8.40 8.62 23.32 2.444151 3 2.52 3.26 2.93 5.04 6.52 5.86 17.42 0.792152 3 2.62 3.79 3.70 5.24 7.58 7.40 20.22 1.366153 3 2.55 3.80 4.50 5.10 7.60 9.00 21.70 1.817154 3 2.95 3.35 4.05 5.90 6.70 8.10 20.70 1.561155 3 2.95 4.60 4.18 5.90 9.20 8.36 23.46 2.468156 3 2.85 3.40 3.52 5.70 6.80 7.04 19.54 1.262157 3 2.90 4.12 4.51 5.80 8.24 9.02 23.06 2.303158 3 2.70 4.22 4.30 5.40 8.44 8.60 22.44 2.070159 3 2.35 4.42 4.48 4.70 8.84 8.96 22.50 2.188160 3 3.71 3.92 5.14 7.42 7.84 10.28 25.54 3.671161 3 3.11 3.90 4.11 6.22 7.80 8.22 22.24 2.056162 3 3.65 4.45 4.65 7.30 8.90 9.30 25.50 3.607163 3 1.68 3.98 4.06 3.36 7.96 8.12 19.44 1.353164 3 3.01 4.05 4.15 6.02 8.10 8.30 22.42 2.084165 3 2.82 4.72 4.93 5.64 9.44 9.86 24.94 3.202166 3 0.34 0.83 0.64 0.68 1.66 1.28 3.62 0.002167 3 5.52 4.30 4.35 11.04 8.60 8.70 28.34 9.552168 3 2.75 4.61 4.81 5.50 9.22 9.62 24.34 2.906169 3 2.07 2.15 3.90 4.14 4.30 7.80 16.24 0.567170 3 2.76 3.91 3.95 5.52 7.82 7.90 21.24 1.664171 3 2.93 3.68 4.85 5.86 7.36 9.70 22.92 2.251






Total Weight (GVW)

ESA

172 3 3.15 4.15 4.25 6.30 8.30 8.50 23.10 2.362173 3 1.96 2.66 2.58 3.92 5.32 5.16 14.40 0.356174 3 2.32 3.12 3.49 4.64 6.24 6.98 17.86 0.832175 3 2.26 3.89 4.11 4.52 7.78 8.22 20.52 1.481176 3 2.18 4.21 4.54 4.36 8.42 9.08 21.86 1.994177 3 3.09 3.05 2.32 6.18 6.10 4.64 16.92 1.025178 3 0.86 0.60 0.67 0.60 1.72 1.20 1.34 1.20 5.46 0.008179 3 2.36 4.07 4.20 4.72 8.14 8.40 21.26 1.701180 3 2.19 2.96 2.63 4.38 5.92 5.26 15.56 0.494181 3 2.16 2.38 2.56 4.32 4.76 5.12 14.20 0.367182 3 2.28 2.03 1.97 4.56 4.06 3.94 12.56 0.307183 3 2.44 2.99 3.90 4.88 5.98 7.80 18.66 0.992184 3 1.09 2.32 2.39 2.18 4.64 4.78 11.60 0.163185 3 1.25 1.08 1.03 2.50 2.16 2.06 6.72 0.027186 3 1.57 2.32 2.32 3.14 4.64 4.64 12.42 0.194187 3 1.95 4.85 3.65 3.80 3.90 9.70 7.30 7.60 28.50 7.166188 3 2.30 3.63 4.22 4.60 7.26 8.44 20.30 1.405189 3 2.62 3.67 3.76 5.24 7.34 7.52 20.10 1.335190 3 1.52 3.28 3.33 3.04 6.56 6.66 16.26 0.633191 3 1.73 3.02 3.61 3.46 6.04 7.22 16.72 0.670192 3 2.35 3.74 3.00 4.70 7.48 6.00 18.18 0.892193 3 1.05 0.80 0.66 2.10 1.60 1.32 5.02 0.012194 3 2.23 4.22 3.99 4.46 8.44 7.98 20.88 1.607195 3 1.25 1.17 0.93 2.50 2.34 1.86 6.70 0.027196 3 3.05 3.55 3.67 6.10 7.10 7.34 20.54 1.566197 3 0.98 0.78 0.70 1.96 1.56 1.40 4.92 0.009198 3 2.93 3.62 3.74 5.86 7.24 7.48 20.58 1.525199 3 2.50 3.10 3.22 5.00 6.20 6.44 17.64 0.820200 3 1.99 2.16 1.96 3.98 4.32 3.92 12.22 0.221201 3 1.70 3.20 3.73 3.40 6.40 7.46 17.26 0.780202 3 1.22 0.89 0.83 2.44 1.78 1.66 5.88 0.021203 3 0.86 0.81 0.74 0.60 1.72 1.62 1.48 1.20 6.02 0.011204 3 1.04 0.73 0.62 2.08 1.46 1.24 4.78 0.011205 3 1.88 3.46 3.62 3.76 6.92 7.24 17.92 0.879206 3 2.01 2.41 2.69 4.02 4.82 5.38 14.22 0.346207 3 1.72 1.79 2.09 3.44 3.58 4.18 11.20 0.144208 3 2.40 3.13 2.75 4.80 6.26 5.50 16.56 0.648209 3 2.57 3.84 3.58 5.14 7.68 7.16 19.98 1.301210 3 0.92 0.73 0.49 1.84 1.46 0.98 4.28 0.007211 3 2.62 3.20 3.50 5.24 6.40 7.00 18.64 1.017212 3 2.15 3.65 3.85 4.30 7.30 7.70 19.30 1.154213 3 1.55 1.38 1.10 3.10 2.76 2.20 8.06 0.060214 3 2.20 3.20 3.85 4.40 6.40 7.70 18.50 0.958215 3 2.45 3.66 3.85 4.90 7.32 7.70 19.92 1.283

VDF 1.1254') BUS

1 4 1.49 2.17 2.98 4.34 7.32 0.1222 4 1.05 1.76 2.10 3.52 5.62 0.0453 4 0.60 0.75 1.20 1.50 2.70 0.0024 4 0.90 1.96 1.80 3.92 5.72 0.0595 4 0.68 3.10 1.36 6.20 7.56 0.3376 4 0.74 1.12 1.48 2.24 3.72 0.0087 4 0.50 1.54 1.00 3.08 4.08 0.0218 4 0.41 1.48 0.82 2.96 3.78 0.0189 4 1.17 2.17 2.34 4.34 6.68 0.096

10 4 0.35 0.39 0.70 0.78 1.48 0.00011 4 0.95 167.00 1.90 3.34 5.24 0.03512 4 0.52 1.33 1.04 2.66 3.70 0.01213 4 0.87 1.03 1.74 2.06 3.80 0.00914 4 1.04 0.84 2.08 1.68 3.76 0.01215 4 0.77 0.68 1.54 1.36 2.90 0.00416 4 0.84 1.46 1.68 2.92 4.60 0.02117 4 0.95 1.26 1.90 2.52 4.42 0.01618 4 1.58 1.81 3.16 3.62 6.78 0.09119 4 1.19 1.62 2.38 3.24 5.62 0.04220 4 1.75 2.10 3.50 4.20 7.70 0.15021 4 1.72 2.31 3.44 4.62 8.06 0.17722 4 1.54 1.68 3.08 3.36 6.44 0.07623 4 0.89 1.74 1.78 3.48 5.26 0.03924 4 1.18 1.09 2.36 2.18 4.54 0.02125 4 1.64 2.20 3.28 4.40 7.68 0.14626 4 1.65 1.52 3.30 3.04 6.34 0.08227 4 1.75 1.37 3.50 2.74 6.24 0.092






Total Weight (GVW)

ESA

28 4 2.18 1.53 4.36 3.06 7.42 0.21029 4 0.85 1.09 1.70 2.18 3.88 0.01030 4 0.83 1.00 1.66 2.00 3.66 0.00831 4 1.11 1.52 2.22 3.04 5.26 0.03232 4 1.06 1.21 2.12 2.42 4.54 0.01833 4 0.76 1.21 1.52 2.42 3.94 0.01134 4 1.10 3.83 2.20 7.66 9.86 0.79335 4 1.93 3.47 3.86 6.94 10.80 0.64336 4 1.05 1.48 2.10 2.96 5.06 0.02837 4 0.67 1.51 1.34 3.02 4.36 0.02138 4 0.75 0.82 1.50 1.64 3.14 0.00439 4 0.68 1.09 1.36 2.18 3.54 0.00740 4 0.62 1.24 1.24 2.48 3.72 0.01041 4 0.90 1.45 1.80 2.90 4.70 0.02242 4 0.83 1.15 1.66 2.30 3.96 0.01043 4 0.74 1.19 1.48 2.38 3.86 0.010

VDF 0.083Vehicle Damage Factor

LCV 0.142HCV 0.683Multi Axle 1.125Bus 0.083




Single Axle Nos. % Tandam Axle Nos. %19-21 0 0.00 34-38 0 0.0017-19 0 0.00 30-34 0 0.0015-17 0 0.00 26-30 0 0.0013-15 0 0.00 22-26 0 0.0011-13 4 2.13 18-22 2 8.009-11 19 10.11 14-18 8 32.00< 9 165 87.77 < 14 15 60.00

188 25

Axle Load Spectrum




Axle Load Spectrum




Axle Load Spectrum

1969 95




Axle Load Spectrum




Axle Load Spectrum

15 26

16




Axle Load Spectrum


Road No.28 Annexure 3.4Axle Load Analysis

Location: Road No.28, Bhagat Singh Road


1 1 1.06 3.54 2.12 7.08 9.20 1.3352 1 0.82 2.56 1.64 5.12 6.76 0.3663 1 0.7 0.55 1.40 1.10 2.50 0.0034 1 0.89 2.59 1.78 5.18 6.96 0.3855 1 0.94 1.06 1.88 2.12 4.00 0.0176 1 0.63 0.56 1.26 1.12 2.38 0.0027 1 0.85 1.96 1.70 3.92 5.62 0.1298 1 0.71 0.64 1.42 1.28 2.70 0.0049 1 0.68 0.53 1.36 1.06 2.42 0.002

10 1 1.11 1.09 2.22 2.18 4.40 0.02511 1 0.66 0.7 1.32 1.40 2.72 0.00412 1 0.72 1.08 1.44 2.16 3.60 0.01413 1 0.72 0.72 1.44 1.44 2.88 0.00514 1 0.72 0.55 1.44 1.10 2.54 0.00315 1 0.68 0.59 1.36 1.18 2.54 0.00316 1 1.36 2.71 2.72 5.42 8.14 0.48417 1 1.04 1.27 2.08 2.54 4.62 0.03218 1 0.89 1.03 1.78 2.06 3.84 0.01519 1 0.55 0.59 1.10 1.18 2.28 0.00220 1 1.12 1.14 2.24 2.28 4.52 0.02821 1 0.65 1.21 1.30 2.42 3.72 0.02022 1 0.64 0.58 1.28 1.16 2.44 0.00223 1 1.08 2.09 2.16 4.18 6.34 0.17224 1 2.21 2.61 4.42 5.22 9.64 0.59225 1 0.71 0.62 1.42 1.24 2.66 0.00326 1 0.7 0.75 1.40 1.50 2.90 0.00527 1 0.96 1.8 1.92 3.60 5.52 0.09628 1 0.6 0.49 1.20 0.98 2.18 0.00229 1 1.19 2.5 2.38 5.00 7.38 0.34630 1 0.74 0.94 1.48 1.88 3.36 0.00931 1 0.56 0.61 1.12 1.22 2.34 0.00232 1 1.1 1.11 2.20 2.22 4.42 0.02533 1 0.84 0.75 1.68 1.50 3.18 0.00734 1 0.71 0.6 1.42 1.20 2.62 0.00335 1 0.75 0.74 1.50 1.48 2.98 0.00536 1 0.72 0.48 1.44 0.96 2.40 0.00337 1 0.66 0.72 1.32 1.44 2.76 0.00438 1 1.04 0.99 2.08 1.98 4.06 0.01839 1 0.69 0.59 1.38 1.18 2.56 0.00340 1 1.38 1.02 2.76 2.04 4.80 0.04041 1 1.28 2.04 2.56 4.08 6.64 0.16942 1 0.85 0.69 1.70 1.38 3.08 0.00643 1 0.79 1.92 1.58 3.84 5.42 0.11844 1 0.86 1.01 1.72 2.02 3.74 0.01345 1 0.69 0.58 1.38 1.16 2.54 0.00346 1 0.8 0.69 1.60 1.38 2.98 0.00547 1 1.24 2.89 2.48 5.78 8.26 0.60848 1 0.61 0.48 1.22 0.96 2.18 0.00249 1 0.89 0.7 1.78 1.40 3.18 0.00750 1 0.84 1.03 1.68 2.06 3.74 0.01451 1 0.77 0.9 1.54 1.80 3.34 0.00852 1 0.97 0.83 1.94 1.66 3.60 0.01153 1 0.73 0.71 1.46 1.42 2.88 0.00554 1 1.62 2.41 3.24 4.82 8.06 0.34355 1 0.5 1.36 1.00 2.72 3.72 0.02956 1 0.64 0.59 1.28 1.18 2.46 0.00257 1 0.73 0.68 1.46 1.36 2.82 0.00458 1 0.8 1.01 1.60 2.02 3.62 0.01259 1 0.7 0.64 1.40 1.28 2.68 0.00360 1 0.68 0.56 1.36 1.12 2.48 0.00361 1 0.77 0.65 1.54 1.30 2.84 0.00462 1 0.93 2.02 1.86 4.04 5.90 0.14763 1 0.77 0.93 1.54 1.86 3.40 0.00964 1 0.75 1.15 1.50 2.30 3.80 0.01765 1 0.88 1.95 1.76 3.90 5.66 0.12766 1 1.35 1.36 2.70 2.72 5.42 0.05767 1 0.95 2.05 1.90 4.10 6.00 0.15668 1 0.76 2.02 1.52 4.04 5.56 0.14369 1 0.61 0.63 1.22 1.26 2.48 0.002

Wheel Load (Tonnes) Axle Load (Tonnes)



Total Weight (GVW)

ESA





Total Weight (GVW)

ESA

70 1 1.12 2.52 2.24 5.04 7.28 0.35371 1 0.54 0.63 1.08 1.26 2.34 0.00272 1 0.82 1.12 1.64 2.24 3.88 0.01773 1 1.45 3.46 2.90 6.92 9.82 1.24674 1 0.75 1.45 1.50 2.90 4.40 0.04075 1 0.82 1.02 1.64 2.04 3.68 0.01376 1 0.83 1.86 1.66 3.72 5.38 0.10577 1 1.13 2.67 2.26 5.34 7.60 0.44278 1 0.61 0.6 1.22 1.20 2.42 0.00279 1 0.6 0.57 1.20 1.14 2.34 0.00280 1 1.3 2.15 2.60 4.30 6.90 0.204

VDF 0.1082) Truck Traffic

1 2 1.19 1.98 2.38 3.96 6.34 0.0732 2 1.63 1.28 3.26 2.56 5.82 0.0693 2 1.95 2.49 3.90 4.98 8.88 0.2614 2 1.81 1.68 3.62 3.36 6.98 0.1195 2 2.59 5.18 5.18 10.36 15.54 2.9906 2 2.26 5.1 4.52 10.20 14.72 2.6737 2 1.12 0.83 2.24 1.66 3.90 0.0158 2 2.45 5.46 4.90 10.92 15.82 3.5279 2 1.65 1.55 3.30 3.10 6.40 0.083

10 2 0.65 0.78 1.30 1.56 2.86 0.00311 2 2.93 4.86 5.86 9.72 15.58 2.64512 2 1.92 2.26 3.84 4.52 8.36 0.20913 2 1.78 1.67 3.56 3.34 6.90 0.11314 2 2.82 5.32 5.64 10.64 16.28 3.43815 2 2.36 4.25 4.72 8.50 13.22 1.44516 2 1.61 1.82 3.22 3.64 6.86 0.09617 2 1.82 3.17 3.64 6.34 9.98 0.45918 2 2.35 2.28 4.70 4.56 9.26 0.35519 2 2.94 4.09 5.88 8.18 14.06 1.64520 2 1.18 1.22 2.36 2.44 4.80 0.02421 2 2.18 2.18 4.36 4.36 8.72 0.27222 2 1.08 1.28 2.16 2.56 4.72 0.02123 2 2.94 3.66 5.88 7.32 13.20 1.28124 2 1.54 1.87 3.08 3.74 6.82 0.09225 2 1.83 1.95 3.66 3.90 7.56 0.14726 2 2.15 2.39 4.30 4.78 9.08 0.29927 2 2.41 4.73 4.82 9.46 14.28 2.10028 2 2.45 2.84 4.90 5.68 10.58 0.54029 2 0.73 0.72 1.46 1.44 2.90 0.00330 2 2.54 4.29 5.08 8.58 13.66 1.57931 2 1.74 1.79 3.48 3.58 7.06 0.11532 2 2.58 4.97 5.16 9.94 15.10 2.58633 2 1.2 1.06 2.40 2.12 4.52 0.02234 2 0.8 0.67 1.60 1.34 2.94 0.00435 2 2.28 2.09 4.56 4.18 8.74 0.29736 2 1.66 1.57 3.32 3.14 6.46 0.08637 2 2.34 5.05 4.68 10.10 14.78 2.61138 2 2.07 4.67 4.14 9.34 13.48 1.88039 2 1.58 1.39 3.16 2.78 5.94 0.06640 2 1.83 1.52 3.66 3.04 6.70 0.11441 2 3.4 3.64 6.80 7.28 14.08 1.76342 2 2.48 5.56 4.96 11.12 16.08 3.78543 2 1.62 1.54 3.24 3.08 6.32 0.07844 2 2.14 2.44 4.28 4.88 9.16 0.30545 2 2.73 5.37 5.46 10.74 16.20 3.48446 2 2.94 4.6 5.88 9.20 15.08 2.25447 2 1.56 2.28 3.12 4.56 7.68 0.14848 2 1.5 1.69 3.00 3.38 6.38 0.07249 2 2.75 4.75 5.50 9.50 15.00 2.32850 2 2.64 5.42 5.28 10.84 16.12 3.53951 2 2.57 2.2 5.14 4.40 9.54 0.45352 2 0.66 0.72 1.32 1.44 2.76 0.00353 2 3.72 4.85 7.44 9.70 17.14 3.62154 2 1.68 1.65 3.36 3.30 6.66 0.09455 2 1.76 3.34 3.52 6.68 10.20 0.53256 2 1.97 1.33 3.94 2.66 6.60 0.13857 2 1.7 1.76 3.40 3.52 6.92 0.10558 2 1.03 1.44 2.06 2.88 4.94 0.02559 2 1.77 1.86 3.54 3.72 7.26 0.12660 2 1.66 1.87 3.32 3.74 7.06 0.108





Total Weight (GVW)

ESA

61 2 2.45 5.05 4.90 10.10 15.00 2.66262 2 2.36 3.04 4.72 6.08 10.80 0.57163 2 1.3 1.65 2.60 3.30 5.90 0.05164 2 2.51 3.23 5.02 6.46 11.48 0.72965 2 1.56 1.48 3.12 2.96 6.08 0.06766 2 2.86 4.56 5.72 9.12 14.84 2.13267 2 1.68 1.7 3.36 3.40 6.76 0.09768 2 1.25 1.73 2.50 3.46 5.96 0.05369 2 1.33 1.06 2.66 2.12 4.78 0.03170 2 1.48 1.81 2.96 3.62 6.58 0.07971 2 2.72 2.96 5.44 5.92 11.36 0.74072 2 1.33 2.1 2.66 4.20 6.86 0.09773 2 1.77 1.03 3.54 2.06 5.60 0.08774 2 2.54 5.32 5.08 10.64 15.72 3.25675 2 2.94 4.9 5.88 9.80 15.68 2.72176 2 2.12 3.04 4.24 6.08 10.32 0.48077 2 2.15 3.26 4.30 6.52 10.82 0.59078 2 1.41 1.32 2.82 2.64 5.46 0.04479 2 0.84 0.71 1.68 1.42 3.10 0.00580 2 2.32 4.24 4.64 8.48 13.12 1.41681 2 1.85 1.63 3.70 3.26 6.96 0.12482 2 2.63 4.52 5.26 9.04 14.30 1.91783 2 2.45 5.46 4.90 10.92 15.82 3.52784 2 1.75 3.35 3.50 6.70 10.20 0.53685 2 2.06 5.73 4.12 11.46 15.58 4.06186 2 2.18 2.85 4.36 5.70 10.06 0.43087 2 1.26 1.19 2.52 2.38 4.90 0.02988 2 0.76 1.1 1.52 2.20 3.72 0.00889 2 2.34 5.65 4.68 11.30 15.98 3.94890 2 1.14 1.56 2.28 3.12 5.40 0.03691 2 1.11 2.47 2.22 4.94 7.16 0.14892 2 1.8 4.5 3.60 9.00 12.60 1.57693 2 2.48 5.56 4.96 11.12 16.08 3.78594 2 2.13 3.78 4.26 7.56 11.82 0.91495 2 1.15 1.3 2.30 2.60 4.90 0.025


1 3 3.01 4.22 4.67 6.02 8.44 9.34 23.80 2.6142 3 3.07 3.74 3.84 6.14 7.48 7.68 21.30 1.7653 3 2.51 4.33 3.72 5.02 8.66 7.44 21.12 1.6274 3 1.12 2.4 2.04 2.24 4.80 4.08 11.12 0.1335 3 3.12 2.5 1.95 6.24 5.00 3.90 15.14 0.9206 3 1.91 1.16 1.04 3.82 2.32 2.08 8.22 0.1197 3 3.14 4.47 4.15 6.28 8.94 8.30 23.52 2.5198 3 1.63 1.18 0.89 3.26 2.36 1.78 7.40 0.0659 3 3.02 5.25 4.16 6.04 10.50 8.32 24.86 3.114

10 3 3.75 2.74 3.12 7.50 5.48 6.24 19.22 2.03011 3 3.12 2.73 2.82 6.24 5.46 5.64 17.34 1.09112 3 3.02 4.28 4.67 6.04 8.56 9.34 23.94 2.67613 3 2.36 1.03 1.16 4.72 2.06 2.32 9.10 0.26914 3 2.06 4.39 4.63 4.12 8.78 9.26 22.16 2.18915 3 2.52 1.78 5.28 5.04 3.56 10.56 19.16 1.10516 3 1.6 1.73 0.89 3.20 3.46 1.78 8.44 0.07017 3 3.17 2.1 3.1 6.34 4.20 6.20 16.74 1.07718 3 1.89 1.3 1.06 3.78 2.60 2.12 8.50 0.11719 3 2.66 4.52 5.09 5.32 9.04 10.18 24.54 3.04720 3 3.3 4.84 4.15 6.60 9.68 8.30 24.58 3.01021 3 1.89 1.64 1.38 3.78 3.28 2.76 9.82 0.13322 3 3.01 3.24 2.88 6.02 6.48 5.76 18.26 1.12423 3 2.03 1.23 1 4.06 2.46 2.00 8.52 0.15124 3 3.41 4.33 4.05 6.82 8.66 8.10 23.58 2.65825 3 1.6 1.5 0.9 3.20 3.00 1.80 8.00 0.06526 3 2.57 4.32 3.3 5.14 8.64 6.60 20.38 1.405

VDF 1.350

4') BUS1 4 1.52 2.52 3.04 5.04 8.08 0.1912 4 1.7 1.35 3.40 2.70 6.10 0.0823 4 1.01 1.33 2.02 2.66 4.68 0.0204 4 1.67 1.37 3.34 2.74 6.08 0.0785 4 1.62 1.84 3.24 3.68 6.92 0.1006 4 1.71 1.36 3.42 2.72 6.14 0.0857 4 1.73 1.34 3.46 2.68 6.14 0.087





Total Weight (GVW)

ESA

8 4 1.69 2.46 3.38 4.92 8.30 0.2029 4 1.63 1.97 3.26 3.94 7.20 0.114

10 4 1.52 2.15 3.04 4.30 7.34 0.12311 4 1.69 2.61 3.38 5.22 8.60 0.23712 4 1.72 2.44 3.44 4.88 8.32 0.20213 4 1.7 2.13 3.40 4.26 7.66 0.14514 4 2.54 3.95 5.08 7.90 12.98 1.23415 4 1.01 1.36 2.02 2.72 4.74 0.02116 4 2.05 3.65 4.10 7.30 11.40 0.793


LCV 0.108HCV 0.993Multi Axle 1.350Bus 0.232



Single Axle Nos. % Tandam Axle Nos. %19-21 0 0.00 34-38 0 0.0017-19 0 0.00 30-34 0 0.0015-17 0 0.00 26-30 0 0.0013-15 0 0.00 22-26 0 0.0011-13 4 2.13 18-22 0 0.009-11 19 10.11 14-18 0 0.00< 9 165 87.77 < 14 26 100.00

188 26

Axle Load Spectrum - Road No.28




1969 95

15 26




16



Location: Road No. 32, Near Shiv Temple


1 1 0.65 0.68 1.30 1.36 2.66 0.0032 1 0.25 0.31 0.50 0.62 1.12 0.0003 1 0.25 0.43 0.50 0.86 1.36 0.0004 1 0.26 0.20 0.52 0.40 0.92 0.0005 1 0.31 1.10 0.62 2.20 2.82 0.0126 1 1.23 1.77 2.46 3.54 6.00 0.1027 1 0.48 0.54 0.96 1.08 2.04 0.0018 1 1.65 4.24 3.30 8.48 11.78 2.7889 1 0.60 1.74 1.20 3.48 4.68 0.078

10 1 0.28 2.62 0.56 5.24 5.80 0.39711 1 0.60 0.74 1.20 1.48 2.68 0.00412 1 0.80 1.10 1.60 2.20 3.80 0.01613 1 0.81 1.71 1.62 3.42 5.04 0.07614 1 1.20 1.20 2.40 2.40 4.80 0.03515 1 1.12 1.15 2.24 2.30 4.54 0.02816 1 0.93 1.05 1.86 2.10 3.96 0.01717 1 0.67 1.07 1.34 2.14 3.48 0.01318 1 0.75 0.95 1.50 1.90 3.40 0.01019 1 0.91 0.92 1.82 1.84 3.66 0.01220 1 0.58 0.97 1.16 1.94 3.10 0.00821 1 0.59 2.01 1.18 4.02 5.20 0.13922 1 0.73 1.14 1.46 2.28 3.74 0.01723 1 0.49 0.37 0.98 0.74 1.72 0.00124 1 0.61 1.25 1.22 2.50 3.72 0.02225 1 1.35 1.15 2.70 2.30 5.00 0.04326 1 0.69 1.68 1.38 3.36 4.74 0.06927 1 1.21 1.78 2.42 3.56 5.98 0.10328 1 0.78 2.05 1.56 4.10 5.66 0.15229 1 0.44 0.58 0.88 1.16 2.04 0.00130 1 0.71 1.07 1.42 2.14 3.56 0.01331 1 0.91 1.24 1.82 2.48 4.30 0.02632 1 0.44 0.53 0.88 1.06 1.94 0.00133 1 0.81 0.37 1.62 0.74 2.36 0.00434 1 0.70 0.60 1.40 1.20 2.60 0.00335 1 1.60 3.90 3.20 7.80 11.00 2.00636 1 0.50 0.73 1.00 1.46 2.46 0.00337 1 0.46 0.91 0.92 1.82 2.74 0.00638 1 0.94 1.12 1.88 2.24 4.12 0.02039 1 0.78 1.27 1.56 2.54 4.10 0.02540 1 1.08 1.43 2.16 2.86 5.02 0.04741 1 0.44 0.40 0.88 0.80 1.68 0.00142 1 0.20 0.72 0.40 1.44 1.84 0.00243 1 0.74 0.45 1.48 0.90 2.38 0.00344 1 0.60 0.68 1.20 1.36 2.56 0.00345 1 0.77 1.50 1.54 3.00 4.54 0.04646 1 0.60 0.45 1.20 0.90 2.10 0.00147 1 0.54 0.36 1.08 0.72 1.80 0.00148 1 0.61 0.42 1.22 0.84 2.06 0.00149 1 1.01 1.61 2.02 3.22 5.24 0.06550 1 0.49 1.01 0.98 2.02 3.00 0.00951 1 0.57 1.01 1.14 2.02 3.16 0.01052 1 0.47 0.86 0.94 1.72 2.66 0.00553 1 0.86 0.65 1.72 1.30 3.02 0.00654 1 0.56 0.60 1.12 1.20 2.32 0.00255 1 0.72 0.54 1.44 1.08 2.52 0.00356 1 1.14 0.62 2.28 1.24 3.52 0.01557 1 0.72 0.72 1.44 1.44 2.88 0.00558 1 1.49 2.07 2.98 4.14 7.12 0.19659 1 0.59 1.72 1.18 3.44 4.62 0.07560 1 0.63 1.01 1.26 2.02 3.28 0.01061 1 0.65 0.90 1.30 1.80 3.10 0.00762 1 0.40 0.40 0.80 0.80 1.60 0.00063 1 0.88 1.57 1.76 3.14 4.90 0.05664 1 0.62 1.76 1.24 3.52 4.76 0.08265 1 0.88 1.95 1.76 3.90 5.66 0.12766 1 0.71 1.95 1.42 3.90 5.32 0.12467 1 0.75 1.15 1.50 2.30 3.80 0.01768 1 0.60 0.77 1.20 1.54 2.74 0.00469 1 0.82 1.45 1.64 2.90 4.54 0.041

Axle Load (Tonnes)



Total Weight (GVW)

ESA Wheel Load (Tonnes)




Axle Load (Tonnes)Sl. No. Vehicle Type

Total Weight (GVW)


70 1 0.60 1.12 1.20 2.24 3.44 0.01471 1 0.63 1.33 1.26 2.66 3.92 0.02872 1 0.50 1.48 1.00 2.95 3.95 0.04073 1 0.96 1.24 1.92 2.48 4.40 0.02774 1 1.63 2.19 3.26 4.38 7.64 0.25375 1 0.73 0.78 1.46 1.56 3.02 0.00676 1 0.91 2.42 1.82 4.84 6.66 0.29577 1 0.84 2.22 1.68 4.44 6.12 0.20978 1 0.95 1.02 1.90 2.04 3.94 0.01679 1 0.77 0.66 1.54 1.32 2.86 0.00580 1 0.83 0.95 1.66 1.90 3.56 0.01181 1 1.30 2.50 2.60 5.00 7.60 0.35382 1 0.60 0.51 1.20 1.02 2.22 0.00283 1 0.78 1.61 1.56 3.22 4.78 0.06084 1 0.72 0.59 1.44 1.18 2.62 0.00385 1 0.70 0.60 1.40 1.20 2.60 0.00386 1 0.74 0.69 1.48 1.38 2.86 0.00487 1 0.68 1.43 1.36 2.86 4.22 0.03788 1 0.79 1.81 1.58 3.62 5.20 0.09489 1 0.45 1.80 0.90 3.60 4.50 0.08990 1 0.60 0.62 1.20 1.24 2.44 0.00291 1 0.66 0.77 1.32 1.54 2.86 0.00592 1 0.70 1.73 1.40 3.46 4.86 0.07893 1 0.60 1.90 1.20 3.80 5.00 0.11194 1 0.97 1.44 1.94 2.88 4.82 0.04495 1 0.61 0.49 1.22 0.98 2.20 0.00296 1MB 2.40 4.12 4.80 8.24 13.04 2.70997 1MB 1.51 1.62 3.02 3.24 6.26 0.10298 1MB 0.70 1.00 1.40 2.00 3.40 0.010

97 VDF 0.0332) Truck Traffic

1 2 1.15 4.68 2.30 9.36 11.66 1.7542 2 1.12 5.95 2.24 11.90 14.14 4.5593 2 1.02 5.15 2.04 10.30 12.34 2.5604 2 1.08 7.64 2.16 15.28 17.44 12.3675 2 1.25 1.05 2.50 2.10 4.60 0.0256 2 0.80 0.73 1.60 1.46 3.06 0.0047 2 0.32 1.29 0.64 2.58 3.22 0.0108 2 0.60 1.20 0.00 1.20 0.0019 2 1.38 2.15 2.76 4.30 7.06 0.108

10 2 1.29 3.60 2.58 7.20 9.78 0.63211 2 1.14 1.13 2.28 2.26 4.54 0.02012 2 0.17 5.47 0.34 10.94 11.28 3.24713 2 1.03 1.50 2.06 3.00 5.06 0.02814 2 1.35 1.45 2.70 2.90 5.60 0.04415 2 0.90 4.10 1.80 8.20 10.00 1.03016 2 1.30 6.12 2.60 12.24 14.84 5.11117 2 1.62 1.02 3.24 2.04 5.28 0.06218 2 0.70 1.01 1.40 2.02 3.42 0.00619 2 0.93 1.40 1.86 2.80 4.66 0.02020 2 0.95 2.80 1.90 5.60 7.50 0.23021 2 2.02 3.60 4.04 7.20 11.24 0.75022 2 1.31 4.63 2.62 9.26 11.88 1.69123 2 1.25 1.37 2.50 2.74 5.24 0.03324 2 1.01 1.35 2.02 2.70 4.72 0.02125 2 1.35 4.00 2.70 8.00 10.70 0.95626 2 0.60 4.20 1.20 8.40 9.60 1.13027 2 1.90 4.20 3.80 8.40 12.20 1.23828 2 1.32 3.20 2.64 6.40 9.04 0.40629 2 1.23 2.97 2.46 5.94 8.40 0.30130 2 0.97 1.20 1.94 2.40 4.34 0.01531 2 1.97 3.96 3.94 7.92 11.86 1.01932 2 1.09 3.61 2.18 7.22 9.40 0.62833 2 1.12 1.02 2.24 2.04 4.28 0.01734 2 1.28 1.20 2.56 2.40 4.96 0.03035 2 1.40 6.31 2.80 12.62 15.42 5.78236 2 1.44 6.20 2.88 12.40 15.28 5.39537 2 1.40 6.30 2.80 12.60 15.40 5.74538 2 1.10 1.11 2.20 2.22 4.42 0.01839 2 1.70 2.20 3.40 4.40 7.80 0.15540 2 1.98 3.18 3.96 6.36 10.32 0.50041 2 1.35 1.67 2.70 3.34 6.04 0.05642 2 0.80 0.95 1.60 1.90 3.50 0.006





Total Weight (GVW)


43 2 1.66 1.70 3.32 3.40 6.72 0.09444 2 1.75 3.90 3.50 7.80 11.30 0.91845 2 1.95 4.32 3.90 8.64 12.54 1.38546 2 0.57 2.90 1.14 5.80 6.94 0.25747 2 1.68 4.35 3.36 8.70 12.06 1.36648 2 1.35 5.05 2.70 10.10 12.80 2.38749 2 0.86 3.90 1.72 7.80 9.52 0.84450 2 0.78 2.42 1.56 4.84 6.40 0.12851 2 2.38 2.96 4.76 5.92 10.68 0.54952 2 1.08 1.33 2.16 2.66 4.82 0.02353 2 1.81 4.68 3.62 9.36 12.98 1.83054 2 0.90 3.68 1.80 7.36 9.16 0.67155 2 1.20 3.40 2.40 6.80 9.20 0.50256 2 1.80 3.58 3.60 7.16 10.76 0.68457 2 1.06 0.92 2.12 1.84 3.96 0.01358 2 0.47 1.28 0.94 2.56 3.50 0.01059 2 1.38 1.30 2.76 2.60 5.36 0.04160 2 1.54 1.56 3.08 3.12 6.20 0.06961 2 0.83 0.97 1.66 1.94 3.60 0.00762 2 1.72 1.05 3.44 2.10 5.54 0.07863 2 1.25 1.30 2.50 2.60 5.10 0.03164 2 1.06 3.00 2.12 6.00 8.12 0.30465 2 1.27 1.04 2.54 2.08 4.62 0.02666 2 1.07 1.19 2.14 2.38 4.52 0.01867 2 1.82 4.77 3.64 9.54 13.18 1.97068 2 1.66 1.35 3.32 2.70 6.02 0.07669 2 1.04 1.28 2.08 2.56 4.64 0.02070 2 1.07 1.40 2.14 2.80 4.94 0.02571 2 0.86 1.86 1.72 3.72 5.44 0.04872 2 1.39 2.05 2.78 4.10 6.88 0.09673 2 1.53 4.68 3.06 9.36 12.42 1.78674 2 0.37 0.62 0.74 1.24 1.98 0.00175 2 2.47 3.83 4.94 7.66 12.60 1.09476 2 1.24 4.19 2.48 8.38 10.86 1.13877 2 1.95 5.73 3.90 11.46 15.36 4.03178 2 1.27 1.80 2.54 3.60 6.14 0.06079 2 2.07 2.24 4.14 4.48 8.62 0.24680 2 0.97 1.32 1.94 2.64 4.58 0.01881 2 1.31 2.91 2.62 5.82 8.44 0.28582 2 1.06 1.58 2.12 3.16 5.28 0.03383 2 1.15 1.67 2.30 3.34 5.64 0.04384 2 1.49 2.86 2.98 5.72 8.70 0.28485 2 1.20 4.71 2.40 9.42 11.82 1.80286 2 1.52 7.18 3.04 14.36 17.40 9.68387 2 1.78 3.19 3.56 6.38 9.94 0.46088 2 1.50 1.33 3.00 2.66 5.66 0.05489 2 2.01 1.32 4.02 2.64 6.66 0.14990 2 1.29 5.45 2.58 10.90 13.48 3.22391 2 1.27 1.31 2.54 2.62 5.16 0.03392 2 1.26 4.27 2.52 8.54 11.06 1.22793 2 1.46 4.41 2.92 8.82 11.74 1.41094 2 2.52 5.07 5.04 10.14 15.18 2.73695 2 1.18 1.30 2.36 2.60 4.96 0.02796 2 2.27 6.85 4.54 13.70 18.24 8.20897 2 1.15 1.24 2.30 2.48 4.78 0.02398 2 1.30 1.35 2.60 2.70 5.30 0.03699 2 2.24 6.00 4.48 12.00 16.48 4.912100 2 1.29 4.56 2.58 9.12 11.70 1.591101 2 1.75 3.76 3.50 7.52 11.02 0.804102 2 2.00 3.96 4.00 7.92 11.92 1.027103 2 2.00 1.53 4.00 3.06 7.06 0.155104 2 1.91 2.65 3.82 5.30 9.12 0.291105 2 2.50 2.30 5.00 4.60 9.60 0.431106 2 1.29 1.21 2.58 2.42 5.00 0.031107 2 1.71 1.90 3.42 3.80 7.22 0.119108 2 1.25 3.46 2.50 6.92 9.42 0.540109 2 1.20 4.50 2.40 9.00 11.40 1.505110 2 2.11 4.93 4.22 9.86 14.08 2.309111 2 1.51 4.60 3.02 9.20 12.22 1.668112 2 1.50 6.77 3.00 13.54 16.54 7.661113 2 1.33 4.61 2.66 9.22 11.88 1.664114 2 1.43 1.58 2.86 3.16 6.02 0.058115 2 2.30 4.57 4.60 9.14 13.74 1.818





Total Weight (GVW)


116 2 1.30 3.17 2.60 6.34 8.94 0.390117 2 1.37 1.50 2.74 3.00 5.74 0.048118 2 1.29 4.25 2.58 8.50 11.08 1.207119 2 1.76 2.01 3.52 4.02 7.54 0.140120 2 1.06 1.06 2.12 2.12 4.24 0.015121 2 1.27 4.60 2.54 9.20 11.74 1.646122 2 1.75 4.34 3.50 8.68 12.18 1.366123 2 1.45 4.00 2.90 8.00 10.90 0.966124 2 1.40 4.84 2.80 9.68 12.48 2.022125 2 1.25 4.90 2.50 9.80 12.30 2.111126 2 1.55 5.00 3.10 10.00 13.10 2.315127 2 1.47 1.41 2.94 2.82 5.76 0.054128 2 1.42 1.45 2.84 2.90 5.74 0.050129 2 1.23 1.68 2.46 3.36 5.82 0.048130 2 1.24 1.25 2.48 2.50 4.98 0.029131 2 0.93 1.27 1.86 2.54 4.40 0.016132 2 1.17 4.23 2.34 8.46 10.80 1.177133 2 1.78 5.16 3.56 10.32 13.88 2.656134 2 0.95 3.17 1.90 6.34 8.24 0.373135 2 1.05 2.52 2.10 5.04 7.14 0.156136 2 2.65 4.91 5.30 9.82 15.12 2.524137 2 1.06 4.58 2.12 9.16 11.28 1.606138 2 1.74 6.95 3.48 13.90 17.38 8.538139 2 1.12 1.26 2.24 2.52 4.76 0.022140 2 0.82 1.62 1.64 3.24 4.88 0.029141 2 1.07 1.38 2.14 2.76 4.90 0.024142 2 0.95 1.29 1.90 2.58 4.48 0.017143 2 1.38 1.27 2.76 2.54 5.30 0.040144 2 1.78 4.98 3.56 9.96 13.52 2.315145 2 1.04 4.76 2.08 9.52 11.60 1.872146 2 1.24 1.27 2.48 2.54 5.02 0.029147 2 1.87 4.44 3.74 8.88 12.62 1.512148 2 1.07 1.40 2.14 2.80 4.94 0.025149 2 1.29 2.58 0.00 2.58 0.023150 2 1.10 1.25 2.20 2.50 4.70 0.021151 2 1.26 0.84 2.52 1.68 4.20 0.023152 2 1.45 1.50 2.90 3.00 5.90 0.056153 2 1.24 1.28 2.48 2.56 5.04 0.030154 2 2.66 4.98 5.32 9.96 15.28 2.653155 2 1.60 7.15 3.20 14.30 17.50 9.533156 2 1.92 2.50 3.84 5.00 8.84 0.256157 2 2.20 3.22 4.40 6.44 10.84 0.587158 2 2.12 5.20 4.24 10.40 14.64 2.822159 2 1.63 1.44 3.26 2.88 6.14 0.075160 2 1.16 2.58 2.32 5.16 7.48 0.176161 2 1.22 1.10 2.44 2.20 4.64 0.024162 2 2.34 2.80 4.68 5.60 10.28 0.476163 2 1.29 1.46 2.58 2.92 5.50 0.040164 2 2.20 4.92 4.40 9.84 14.24 2.322165 2 1.90 5.07 3.80 10.14 13.94 2.506166 2 1.26 1.35 2.52 2.70 5.22 0.033167 2 1.42 1.26 2.84 2.52 5.36 0.043168 2 1.60 1.80 3.20 3.60 6.80 0.093169 2 1.80 1.52 3.60 3.04 6.64 0.108170 2 1.72 2.99 3.44 5.98 9.42 0.364171 2 1.21 3.85 2.42 7.70 10.12 0.815172 2 1.16 1.12 2.32 2.24 4.56 0.021173 2 1.42 4.42 2.84 8.84 11.68 1.418174 2 2.20 7.70 4.40 15.40 19.80 12.946175 2 1.22 1.30 2.44 2.60 5.04 0.029176 2 2.10 5.80 4.20 11.60 15.80 4.268177 2 1.30 1.30 2.60 2.60 5.20 0.034178 2 1.61 1.51 3.22 3.02 6.24 0.076179 2 0.73 1.69 1.46 3.38 4.84 0.032180 2 1.36 1.44 2.72 2.88 5.60 0.044181 2 1.69 5.60 3.38 11.20 14.58 3.635182 2 1.23 2.01 2.46 4.02 6.48 0.078183 2 2.43 7.80 4.86 15.60 20.46 13.718184 2 1.73 5.00 3.46 10.00 13.46 2.342185 2 0.00 0.00 0.00 0.000186 2 1.30 1.42 2.60 2.84 5.44 0.039187 2 1.38 1.45 2.76 2.90 5.66 0.047188 2 1.75 5.00 3.50 10.00 13.50 2.346





Total Weight (GVW)


189 2 1.60 5.00 3.20 10.00 13.20 2.322190 2 1.31 1.47 2.62 2.94 5.56 0.042191 2 0.00 0.00 0.00 0.000192 2 0.76 1.41 1.52 2.82 4.34 0.017193 2 1.48 2.91 2.96 5.82 8.78 0.301194 2 1.06 1.38 2.12 2.76 4.88 0.024195 2 2.50 5.60 5.00 11.20 16.20 3.896196 2 1.34 1.48 2.68 2.96 5.64 0.045197 2 2.37 7.45 4.74 14.90 19.64 11.438198 2 1.02 1.04 2.04 2.08 4.12 0.013199 2 1.34 7.50 2.68 15.00 17.68 11.502200 2 1.50 7.39 3.00 14.78 17.78 10.859201 2 1.47 1.09 2.94 2.18 5.12 0.044202 2 2.06 7.95 4.12 15.90 20.02 14.638203 2 1.48 1.55 2.96 3.10 6.06 0.061204 2 1.22 1.60 2.44 3.20 5.64 0.042205 2 2.27 4.94 4.54 9.88 14.42 2.384206 2 2.13 3.38 4.26 6.76 11.02 0.647207 2 1.82 1.31 3.64 2.62 6.26 0.103208 2 2.25 3.88 4.50 7.76 12.26 1.038209 2 1.60 1.14 3.20 2.28 5.48 0.061210 2 3.36 4.41 6.72 8.82 15.54 2.446211 2 2.04 2.80 4.08 5.60 9.68 0.369212 2 2.50 3.00 5.00 6.00 11.00 0.623


1 3 0.24 0.50 1.30 1.23 1.07 1.04 0.48 1.00 2.60 2.46 2.14 2.08 8.68 0.2152 3 2.42 3.42 3.60 4.84 6.84 7.20 18.88 1.0373 3 0.08 0.26 0.88 0.70 0.16 0.52 1.76 1.40 3.84 0.0044 3 0.17 0.33 1.38 0.85 0.34 0.66 2.76 1.70 5.46 0.0135 3 2.75 2.62 2.62 5.50 5.24 5.24 15.98 0.7146 3 2.03 2.80 2.45 4.06 5.60 4.90 14.56 0.3777 3 0.18 0.35 0.30 0.28 0.36 0.70 0.60 0.56 2.22 0.0008 3 1.25 0.80 0.75 2.50 1.60 1.50 5.60 0.0229 3 1.33 0.84 0.80 2.66 1.68 1.60 5.94 0.029

10 3 0.53 2.08 1.70 1.06 4.16 3.40 8.62 0.06311 3 2.22 4.04 4.44 4.44 8.08 8.88 21.40 1.79612 3 2.38 3.13 2.44 4.76 6.26 4.88 15.90 0.56713 3 3.04 5.07 4.75 6.08 10.14 9.50 25.72 3.58214 3 0.33 0.66 0.36 0.24 0.66 1.32 0.72 0.48 3.18 0.00115 3 2.73 3.46 0.60 5.46 6.92 1.20 13.58 0.55216 3 1.90 1.35 1.27 3.80 2.70 2.54 9.04 0.12417 3 0.27 0.54 0.54 1.08 0.00 1.62 0.00018 3 0.20 0.46 0.40 0.92 0.00 1.32 0.00019 3 0.42 0.78 0.53 0.52 0.84 1.56 1.06 1.04 4.50 0.00420 3 2.71 3.72 3.36 5.42 7.44 6.72 19.58 1.22821 3 3.96 3.26 0.00 7.92 6.52 14.44 0.83622 3 0.22 0.51 1.05 1.40 0.44 1.02 2.10 2.80 6.36 0.02423 3 2.84 3.89 4.12 5.68 7.78 8.24 21.70 1.81524 3 2.72 4.24 3.80 5.44 8.48 7.60 21.52 1.74825 3 2.68 3.70 3.70 5.36 7.40 7.40 20.16 1.35826 3 1.48 1.15 1.35 2.96 2.30 2.70 7.96 0.05227 3 2.79 4.60 5.07 5.58 9.20 10.14 24.92 3.20228 3 2.38 4.07 4.38 4.76 8.14 8.76 21.66 1.84029 3 2.66 3.80 3.30 5.32 7.60 6.60 19.52 1.20430 3 2.19 3.47 4.03 4.38 6.94 8.06 19.38 1.16831 3 1.96 4.14 4.46 3.92 8.28 8.92 21.12 1.80832 3 1.86 4.25 4.90 3.72 8.50 9.80 22.02 2.258

0.8644') BUS

1 4 0.69 1.50 1.38 3.00 4.38 0.0202 4 1.33 1.75 2.66 3.50 6.16 0.0603 4 1.41 1.24 2.82 2.48 5.30 0.0424 4 1.26 1.45 2.52 2.90 5.42 0.0375 4 2.20 2.84 4.40 5.68 10.08 0.4336 4 1.15 1.56 2.30 3.12 5.42 0.0367 4 1.30 1.75 2.60 3.50 6.10 0.0588 4 1.83 2.63 3.66 5.26 8.92 0.2689 4 1.90 3.50 3.80 7.00 10.80 0.654

10 4 1.43 1.64 2.86 3.28 6.14 0.06111 4 1.13 1.80 2.26 3.60 5.86 0.05212 4 1.44 3.97 2.88 7.94 10.82 0.93713 4 0.86 1.27 1.72 2.54 4.26 0.014





Total Weight (GVW)


14 4 1.02 2.34 2.04 4.68 6.72 0.11815 4 1.53 1.75 3.06 3.50 6.56 0.08016 4 0.81 1.34 1.62 2.68 4.30 0.01517 4 1.27 2.23 2.54 4.46 7.00 0.11218 4 1.26 1.72 2.52 3.44 5.96 0.05319 4 1.20 1.95 2.40 3.90 6.30 0.07020 4 1.11 1.56 2.22 3.12 5.34 0.03421 4 1.45 1.75 2.90 3.50 6.40 0.07122 4 1.24 2.14 2.48 4.28 6.76 0.09623 4 1.56 2.22 3.12 4.44 7.56 0.13824 4 1.62 1.93 3.24 3.86 7.10 0.10825 4 1.71 1.88 3.42 3.76 7.18 0.11726 4 1.31 1.50 2.62 3.00 5.62 0.04327 4 1.48 1.72 2.96 3.44 6.40 0.07228 4 1.54 2.76 3.08 5.52 8.60 0.25829 4 1.41 0.66 2.82 1.32 4.14 0.03430 4 2.19 3.35 4.38 6.70 11.08 0.65131 4 1.14 2.04 2.28 4.08 6.36 0.07732 4 1.30 1.31 2.60 2.62 5.22 0.03533 4 1.16 2.00 2.32 4.00 6.32 0.07334 4 2.32 3.10 4.64 6.20 10.84 0.57935 4 2.45 2.90 4.90 5.80 10.70 0.560


0.0331.4120.8640.173Bus

LCVHCVMulti Axle



Single Axle Nos. % Tandam Axle Nos. %>9 284 84.27 < 14 33 84.62

9-11 38 11.28 14-18 6 15.3811-13 10 2.97 18-22 0 0.0013-15 5 1.48 22-26 0 0.0015-17 0 0 26-30 0 0.00

337 100.00 30-34 39 100.00



( Di -Df ) < 0.025 Then Formulae for Calculation of Deflection is 2* ( initial - final )

Di = Intermediate Reading Df = Final Reading

( Di -Df ) > 0.025 Then Formulae For Deflection Is 2* (( Initial - final ) + 0.582 * ( Intermediate - Final ))

Temprature Correction Factor = 0.01 * ( Pavement Temprature observed - Pavement Temprature Standard )

Corrected Deflection = ( Deflection - Temprature Correction On Factor ) * Seasonal Correction based on moisture correction , PI value , Annual Rainfall < or > 1300 mm

Pavement Temprature Standard = 350 C

Characteristics Deflection Dc =X + 2*Sigma For NH , SH

Characteristics Deflection Dc =X + Sigma For All Other Road

Average Deflection = Summation Of all Deflection Values

Sigma = SQRT( ( X - X1) 2) / (N-1)

True Pavement Deflection = XT

XT = XA + 2.9 Y

Y = 2* ( Intermediat - Final )

XA = Apparent Pavement Deflection

Initial Reading = At stand Intermediate Reading = 2.7 M from the starting point Final Reading = At a 11.7 M from the Starting Point Means 9 M from the Intermediate reading Point

Cumulative Number of Repitataion of axle

N= 365*A*D*((1+r)n - 1)) *Fr

N= Cumulative Number of std Axle To be Catered for in the design in terms of msaA = Initial Traffic in the year of completion of construction in terms of the of CVDD= Lane Distribution Factor F = Vehical Damage Factor n = Design Life In yearsr = Annual Growth rate of commercial vehicles 7.5% r = 0.075

A = P(1+ r ) n

P= Number of comercial vehical as per last Count X= Number of years between the last and the year of the completion of construction

Permissible variation in CBR value

CBR (Percent) Maximum Variation in CBR Value5 1 -1

5 To 10 2 -2 11 To 30 3 -3 31 and Above 5 -5

D15 of Drainage Layer > 5 High Permeabilty Drainage Layer D15 of Drainage Layer

F= Vehical Damage Factor

CVD Rolling / PHilly

0-150 1.5 0.5150-1500 3.5 1.5 > 1500 4.5 2.5

Two lane Carriageway - 75% of total Traffic Volume of Both Direction

Four lane Carriageway - 40% of total Traffic Volume of Both DirectionSingle / Dual

Dual Carriage Roads = 75% of total Traffic Volume of Each Direction

Distribution Factor = Redused By 20% for each additional Lane

For Dual Three Lane Carriageway Distribution = 60%

Annexure 3.5BBD Analysis

Chainage (km)

Offset from pavement edge (m)

Surfacing (Good/Fair/Poor/Very

Poor)

Crack

Type

Rut Depth (mm)

Initial Intermediate Final (Di-Df)

Location : Road 1 Railway Station To Wazirabad Police Station ( 2 Lane From Fig.4Moisture Content Page 11

Railway StationChowk 0.9 Good 1.00 0.79 0.75 0.04 0.505 35 43 34 8 0.08 1.1 0.47Shivkrupa Bhojnalay 0.9 Good 5.00 4.82 4.79 0.03 0.423 35 43 34 8 0.08 1.1 0.38Hotel Kureshia 0.9 Good 3.00 2.7 2.66 0.04 0.685 35 43 34 8 0.08 1.1 0.67RadhaKrishna Market 0.9 Good 7.00 6.68 6.64 0.04 0.725 35 43 34 8 0.08 1.1 0.71Kushnavilas Restaurent 0.9 Good 4.00 3.79 3.77 0.02 0.460 35 43 34 8 0.08 1.1 0.42Zilha Parishad 0.9 Good 6.00 5.80 5.78 0.02 0.440 35 43 34 8 0.08 1.1 0.40Session Court 0.9 Good 2.00 1.72 1.68 0.04 0.645 35 43 34 8 0.08 1.1 0.62Post Office 0.9 Good 3.00 2.64 2.61 0.03 0.783 35 43 34 8 0.08 1.1 0.77Guru Executive restaurent 0.9 Good 8.00 7.83 7.79 0.04 0.425 35 43 34 8 0.08 1.1 0.38Mechantile Co. Bank 0.9 Good 6.00 5.81 5.78 0.03 0.443 35 43 34 8 0.08 1.1 0.40Mahangar palika office 0.9 Good 6.00 5.66 5.60 0.06 0.807 35 43 34 8 0.08 1.1 0.80B.S.N.L Office 0.9 Good 4.00 3.72 3.69 0.03 0.623 35 43 34 8 0.08 1.1 0.60Jilha Dikshari Office 0.9 Good 4.00 3.81 3.78 0.03 0.443 35 43 34 8 0.08 1.1 0.40Reliance Web World 0.9 Good 6.00 5.78 5.75 0.03 0.503 35 43 34 8 0.08 1.1 0.47Red Rose Tailor 0.9 Good 5.00 4.81 4.78 0.03 0.443 35 43 34 8 0.08 1.1 0.40 0.52 0.15 0.83Waqirabad Police Station 0.9 Good

Location : Road 2 Wazirabad PolIce Station To Gurudwara Gate No. 1 ( 2LaneWaqirabad Police Station 0.9 Good 4.00 3.79 3.75 0.04 0.505 35 42 34 7 0.07 1.12 0.49Ganesh Ceramic Tiles 0.9 Good 2.00 1.75 1.72 0.03 0.563 35 42 34 7 0.07 1.12 0.55Khalsa Chowk 0.9 Good 1.00 0.74 0.71 0.03 0.583 35 42 34 7 0.07 1.12 0.58Grahak Seva Kendra 0.9 fair 3.00 2.60 2.53 0.07 0.948 35 42 34 7 0.07 1.12 0.98Gurudwra Gate NO. 1 0.9 Good 3.00 2.68 2.64 0.04 0.725 35 42 34 7 0.07 1.12 0.73 0.67 0.20 1.06

Location : Road 4 Keli Market To Berki Chowk ( 1 Lane) S.S Fruit Com 0.6 good 4.00 3.74 3.69 0.05 0.626 35 36 31 1 0.01 1.2 0.74Famous Fruit Com 0.6 Fair 7.00 6.69 6.65 0.04 0.705 35 36 31 1 0.01 1.2 0.83Suresh Shoes Mart 0.6 Good 2.00 1.39 1.32 0.07 1.368 35 36 31 1 0.01 1.2 1.63Sham Shoes 0.6 Fair 1.00 0.61 0.58 0.03 0.843 35 36 31 1 0.01 1.2 1.00Burki Chowk 0.6 Poor 3.00 2.40 2.33 0.07 1.348 35 36 31 1 0.01 1.2 1.61 1.16 0.43 2.02

Location : Road 5 Berki Chowk To Darbar Masjid Sonanaghat (1 lane) Mrathwada Scales 0.6 Fair 3.00 2.59 2.56 0.03 0.883 35 36 30 1 0.01 1.2 1.05Dinanath & Sons Company 0.6 Fair 5.00 4.62 4.59 0.03 0.823 35 36 30 1 0.01 1.2 0.98 1.01 0.05 1.11

Road 7 S.T Workshop Road To Mutho Chowk ( 4Lane) Raj Corner 1.5 Fair 3.00 2.50 2.42 0.08 1.169 35 37 31 2 0.02 1.08 1.24Paurnima Hotel 1.5 Fair 5.00 4.30 4.24 0.06 1.527 35 37 31 2 0.02 1.08 1.63Gjanan Colour Home 1.5 Good 7.00 6.62 6.52 0.10 0.972 35 37 31 2 0.02 1.08 1.03Ptbhandare Vibhag 1.5 Good 6.00 5.95 5.93 0.02 0.140 35 37 31 2 0.02 1.08 0.13Maharashtra Jivan Pradhikara 1.5 Good 8.00 7.70 7.64 0.06 0.727 35 37 31 2 0.02 1.08 0.76Sinchan Bhawan 1.5 Good 3.00 2.81 2.76 0.05 0.486 35 37 31 2 0.02 1.08 0.50Mahalakshmi Oil Depot 1.5 Good 1.00 0.78 0.71 0.07 0.588 35 37 31 2 0.02 1.08 0.61Santosh Lodge 1.5 Fair 5.00 4.55 4.43 0.12 1.154 35 37 31 2 0.02 1.08 1.22Exide Battery 1.5 Good 3.00 2.79 2.73 0.06 0.547 35 37 31 2 0.02 1.08 0.57Bank Of Maharashtra 1.5 Good 3.00 2.82 2.78 0.04 0.445 35 37 31 2 0.02 1.08 0.46Balaji Junction 1.5 Good 3.00 2.80 2.76 0.04 0.485 35 37 31 2 0.02 1.08 0.50Sainath Jwellers 1.5 Good 5.00 4.79 4.73 0.06 0.547 35 37 31 2 0.02 1.08 0.57Sonavane Medico 1.5 Good 7.00 6.84 6.77 0.07 0.468 35 37 31 2 0.02 1.08 0.48Ganga Textiles 1.5 Good 1.00 0.81 0.75 0.06 0.507 35 37 31 2 0.02 1.08 0.53Rohit Lodging 1.5 Good 4.00 3.77 3.71 0.06 0.587 35 37 31 2 0.02 1.08 0.61Munde Hospital 1.5 Good 2.00 1.71 1.68 0.03 0.643 35 37 31 2 0.02 1.08 0.67Nanded Merchant Bank 1.5 Good 6.00 5.78 5.74 0.04 0.525 35 37 31 2 0.02 1.08 0.55Chowgule Coaching Classes 1.5 Good 3.00 2.71 2.64 0.07 0.728 35 37 31 2 0.02 1.08 0.76

Pavement temperature

(deg. Celcius) & time of

observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)

Temperature Correction

Factor

Corrected Deflection

(mm)

Average Deflection (for each

road section)

Preparation of Detailed Project Report for Nanded Roads under JNNURM BENKELMAN BEAM DEFLECTION SURVEY ANALYSIS

Code Ref: IRC-81 (1997)

Deflection (mm)


(deg. Celcius)

Direction

Test Location Pavement Condition at Dial gauge readings (mm)

Std. Deviation

ANNE3-5-bbd-analysis analysis 3


Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Jalnekars Carpet 1.5 Good 5.00 4.75 4.71 0.04 0.585 35 37 31 2 0.02 1.08 0.61Nanded Education Society 1.5 Good 8.00 7.69 7.63 0.06 0.747 35 37 31 2 0.02 1.08 0.79Sub Inspector Office 1.5 Good 2.00 1.76 1.73 0.03 0.543 35 36 30 1 0.01 1.08 0.58Anti Corruption Office 1.5 Good 4.00 3.78 3.75 0.03 0.503 35 36 30 1 0.01 1.08 0.53Dakshata Police Shahkari 1.5 Good 6.00 5.71 5.66 0.05 0.686 35 36 30 1 0.01 1.08 0.73Nisha Pan Centre 1.5 Good 4.00 3.74 3.70 0.04 0.605 35 36 30 1 0.01 1.08 0.64Gulmohar House 1.5 Good 3.00 2.68 2.63 0.05 0.746 35 36 30 1 0.01 1.08 0.79Rest House 1.5 Good 7.00 6.77 6.73 0.04 0.545 35 36 30 1 0.01 1.08 0.58Devgiri Rest House 1.5 Good 4.00 3.76 3.73 0.03 0.543 35 36 30 1 0.01 1.08 0.58Laxmi Niwas 1.5 Good 3.00 2.80 2.76 0.04 0.485 35 36 30 1 0.01 1.08 0.51Collector House 1.5 Good 1.00 0.78 0.73 0.05 0.546 35 36 30 1 0.01 1.08 0.58Vikas Bank 1.5 Good 5.00 4.75 4.71 0.04 0.585 35 36 30 1 0.01 1.08 0.62Gene Mandir Owner 1.5 Good 3.00 2.81 2.76 0.05 0.486 35 36 30 1 0.01 1.08 0.51Associates of 1.5 Good 2.00 1.78 1.74 0.04 0.525 35 36 30 1 0.01 1.08 0.56Pawan STD 1.5 Good 6.00 5.80 5.75 0.05 0.506 35 36 30 1 0.01 1.08 0.54Godawari Lodge 1.5 Good 4.00 3.60 3.57 0.03 0.863 35 36 30 1 0.01 1.08 0.92Arun Oil Industries 1.5 Good 6.00 5.79 5.74 0.05 0.526 35 36 30 1 0.01 1.08 0.56Amazing Ice Cream 1.5 Good 1.00 0.82 0.75 0.07 0.508 35 36 30 1 0.01 1.08 0.54Prince Sari Shop 1.5 Good 3.00 2.78 2.73 0.05 0.546 35 35 29 0 0 1.08 0.59Sharma STD 1.5 Good 3.00 2.66 2.61 0.05 0.786 35 35 29 0 0 1.08 0.85Shivaji Nagar Police Station 1.5 Good 4.00 3.73 3.67 0.06 0.667 35 35 29 0 0 1.08 0.72Cool Crafe Sales 1.5 Good 3.00 2.75 2.71 0.04 0.585 35 35 29 0 0 1.08 0.63SBI ATM 1.5 Good 2.00 1.72 1.67 0.05 0.666 35 35 29 0 0 1.08 0.72Hotel Uma 1.5 Good 4.00 3.68 3.60 0.08 0.809 35 35 29 0 0 1.08 0.87Marathwada Printers 1.5 Good 7.00 6.72 6.68 0.04 0.645 35 35 29 0 0 1.08 0.70Jal Readymade 1.5 Good 8.00 7.79 7.74 0.05 0.526 35 35 29 0 0 1.08 0.57Balaji Trading Co. 1.5 Good 3.00 2.78 2.72 0.06 0.567 35 35 29 0 0 1.08 0.61Viaibhav Collection 1.5 Good 5.00 4.68 4.64 0.04 0.725 35 35 29 0 0 1.08 0.78Modern Medical 1.5 Good 1.00 0.71 0.68 0.03 0.643 35 35 29 0 0 1.08 0.69Alibhai Tower 1.5 Good 6.00 5.76 5.72 0.04 0.565 35 35 29 0 0 1.08 0.61Bhaiji Lodging 1.5 Good 4.00 3.78 3.75 0.03 0.503 35 35 29 0 0 1.08 0.54Moonlight Lodge 1.5 Good 1.00 0.76 0.71 0.05 0.586 35 40 36 5 0.05 1.08 0.58UTI Bank 1.5 Good 4.00 3.71 3.67 0.04 0.665 35 40 36 5 0.05 1.08 0.66Mustan Travels 1.5 Good 7.00 6.69 6.64 0.05 0.726 35 40 36 5 0.05 1.08 0.73Kadam Hospital 1.5 Good 5 4.71 4.66 0.05 0.686 35 40 36 5 0.05 1.08 0.69DCB ATM 1.5 Good 3.00 2.78 2.74 0.04 0.525 35 40 36 5 0.05 1.08 0.51Ayurvedic College 1.5 Good 6.00 5.72 5.67 0.05 0.666 35 40 36 5 0.05 1.08 0.67Pankaj Mansion 1.5 fair 3.00 2.68 2.64 0.04 0.725 35 40 36 5 0.05 1.08 0.73Bhosikar Hospital 1.5 fair 1.00 0.69 0.60 0.09 0.810 35 40 36 5 0.05 1.08 0.82Office of the Supritendent 1.5 Good 4.00 3.73 3.68 0.05 0.646 35 40 36 5 0.05 1.08 0.64Lotus Hospital 1.5 Good 7.00 6.71 6.66 0.05 0.686 35 40 36 5 0.05 1.08 0.69Wazirabad Corner 1.5 Good 5.00 4.70 4.64 0.06 0.727 35 40 36 5 0.05 1.08 0.73 0.67 0.21 1.10

Location : Road 8 Mutha- Mahavir -Berki Chowk( 2 Lane) Mutha Chowk 0.9 Good 4.00 3.68 3.65 0.03 0.703 35 39 33 4 0.04 1.1 0.73Sagamkar Traders 0.9 Good 7.00 6.63 6.59 0.04 0.825 35 39 33 4 0.04 1.1 0.86Hanuman Mandir 0.9 Good 5.00 4.72 4.69 0.03 0.623 35 39 33 4 0.04 1.1 0.64Jai Durga Mandir 0.9 Good 7.00 6.78 6.74 0.04 0.525 35 39 33 4 0.04 1.1 0.53Kamal Sweet & Dairy 0.9 Good 6.00 5.75 5.72 0.03 0.563 35 39 33 4 0.04 1.1 0.58Kotak Security 0.9 Good 2.00 1.70 1.66 0.04 0.685 35 39 33 4 0.04 1.1 0.71Radha Swami Katpees Centr 0.9 Good 1.00 0.69 0.65 0.04 0.705 35 39 33 4 0.04 1.1 0.73Raymond Suiting 0.9 Good - - 3.00 2.68 2.65 0.03 0.703 35 39 33 4 0.04 1.1 0.73Basatwar Opticals 0.9 Good - - 2.00 1.70 1.67 0.03 0.663 35 39 33 4 0.04 1.1 0.69Amol Ladies Collection 0.9 Good - - 6.00 5.68 5.64 0.04 0.725 35 39 33 4 0.04 1.1 0.75Pankaj Katpees Centre 0.9 Good - - 8.00 7.75 7.71 0.04 0.585 35 39 33 4 0.04 1.1 0.60Mahaveer Chowk 0.9 Good - - 1.00 0.70 0.66 0.04 0.685 35 39 33 4 0.04 1.1 0.71Nanda Baha Door Market 0.9 Good - - 3.00 2.61 2.56 0.05 0.886 35 39 33 4 0.04 1.1 0.93Bank Of Maharashtra 0.9 Good - - 5.00 4.68 4.64 0.04 0.725 35 39 33 4 0.04 1.1 0.75Prem Kaur Niwas 0.9 Good 4.00 3.71 3.67 0.04 0.665 35 39 33 4 0.04 1.1 0.69Jaya Electricals 0.9 Good 3.00 2.72 2.69 0.03 0.623 35 39 32 4 0.04 1.1 0.64Dena Bank 0.9 Good 1.00 0.68 0.64 0.04 0.725 35 39 32 4 0.04 1.1 0.75ANNE3-5-bbd-analysis analysis 4


Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Ashok Paper Mart 0.9 Good 6.00 5.65 5.62 0.03 0.763 35 39 32 4 0.04 1.1 0.80Diamond Ladies Emporium 0.9 Good 8.00 7.68 7.63 0.05 0.746 35 39 32 4 0.04 1.1 0.78Indian Stores 0.9 Good 6.00 5.69 5.65 0.04 0.705 35 39 32 4 0.04 1.1 0.73Elegant Tailors 0.9 Good 5.00 4.71 4.68 0.03 0.643 35 39 32 4 0.04 1.1 0.66Amrit Automobiles Stores 0.9 Fair 3.00 2.60 2.54 0.06 0.927 35 39 32 4 0.04 1.1 0.98Asam Tea Depot 0.9 Good 7.00 6.69 6.66 0.03 0.683 35 39 32 4 0.04 1.1 0.71Juna Maunda Tower 0.9 Good 5.00 4.76 4.72 0.04 0.565 35 37 29 2 0.02 1.1 0.60Tourist vgapari lodge 0.9 Good 2.00 1.72 1.68 0.04 0.645 35 37 29 2 0.02 1.1 0.69Kachhi Trading Company 0.9 Good 4.00 3.68 3.65 0.03 0.703 35 37 29 2 0.02 1.1 0.75Revankar Cloth Centre 0.9 Good 6.00 5.76 5.72 0.04 0.565 35 37 29 2 0.02 1.1 0.60Bank Of Maharashtra 0.9 Good 7.00 6.68 6.64 0.04 0.725 35 37 29 2 0.02 1.1 0.78Mhalakshmi Sari Centre 0.9 Good 5.00 4.72 4.68 0.04 0.645 35 37 29 2 0.02 1.1 0.69Ganesh Paint House 0.9 Good 1.00 0.69 0.65 0.04 0.705 35 37 29 2 0.02 1.1 0.75Gita Cloth Centre 0.9 Good 2.00 1.72 1.67 0.05 0.666 35 37 29 2 0.02 1.1 0.71Police Chowki/Habib Talkies 0.9 Good 5.00 4.67 4.63 0.04 0.745 35 37 29 2 0.02 1.1 0.80Raunak Saries 0.9 Good 7.00 6.69 6.65 0.04 0.705 35 37 29 2 0.02 1.1 0.75Hindustan Copper Brass 0.9 Good 4.00 3.76 3.72 0.04 0.565 35 37 29 2 0.02 1.1 0.60Ruby Colour Studio 0.9 Good 1.00 0.78 0.75 0.03 0.503 35 37 29 2 0.02 1.1 0.53Burki Chowk 0.9 Good 6.00 5.61 5.57 0.04 0.865 35 37 29 2 0.02 1.1 0.93 0.72 0.10 0.92

Location : Road 10 Mutha Chowk To Goverdhan Ghat ( 2 Lane) Mutha Chowk 0.9 Fair 4.00 3.59 3.56 0.03 0.883 35 36 31 1 0.01 1.2 1.05Praclet Hspital 0.9 Fair 1.00 0.65 0.62 0.03 0.763 35 36 31 1 0.01 1.2 0.90Vijay Samaj Seva Kendra 0.9 Fair 3.00 2.79 2.75 0.04 0.505 35 36 31 1 0.01 1.2 0.59Swadhayay Classes 0.9 Fair 7.00 6.67 6.64 0.03 0.723 35 36 31 1 0.01 1.2 0.86Renuka General Stores 0.9 Fair 5.00 4.63 4.59 0.04 0.825 35 36 31 1 0.01 1.2 0.98Balaji Pan shop 0.9 Fair 2.00 1.75 1.72 0.03 0.563 35 36 31 1 0.01 1.2 0.66Kardile Hospital 0.9 Fair 1.00 0.77 0.73 0.04 0.545 35 36 31 1 0.01 1.2 0.64Dhanabai Niwas 0.9 Fair 3.00 2.73 2.69 0.04 0.625 35 36 31 1 0.01 1.2 0.74Sagar Furniture 0.9 Fair 1.00 0.74 0.70 0.04 0.605 35 36 31 1 0.01 1.2 0.71Balaji Seva Kendra 0.9 Fair 5.00 4.76 4.73 0.03 0.543 35 36 31 1 0.01 1.2 0.64Sham Kirana Stores 0.9 Fair 4.00 3.88 3.86 0.02 0.280 35 36 31 1 0.01 1.2 0.32Country Bar 0.9 Fair 2.00 1.78 1.77 0.01 0.460 35 36 31 1 0.01 1.2 0.54 0.72 0.20 1.12

Location : Road 18 Gandhi Statue To Mahavir Chowk ( 2 Lane) Gandhi Statue 0.9 Good 7.00 6.80 6.77 0.03 0.463 35 36 31 1 0.01 1.2 0.54Nand Radio Centre 0.9 Fair 5.00 4.82 3.79 1.03 2.540 35 36 31 1 0.01 1.2 3.04Vishal Electronics 0.9 Good 2.00 1.79 1.76 0.03 0.483 35 36 31 1 0.01 1.2 0.57Bank OF Baroda 0.9 Good 4.00 3.77 3.74 0.03 0.523 35 36 31 1 0.01 1.2 0.62Mahaveer Chowk 0.9 Good 3.00 2.80 2.77 0.03 0.463 35 36 31 1 0.01 1.2 0.54 1.06 1.10 3.27

Location : Road 17 Gurudwara Gate No.1 To Dena Bank To Nagina Ghat (1 Lane) Gurudwara Gate no 1 0.6 Fair 3.00 2.70 2.67 0.03 0.663 35 39 33 4 0.04 1.2 0.75Satguru Printing Press 0.6 Fair 5.00 4.72 4.69 0.03 0.623 35 39 33 4 0.04 1.2 0.70Hanuman Mandir 0.6 Fair 6.00 5.68 5.66 0.02 0.680 35 39 33 4 0.04 1.2 0.77Raj Steel Centre 0.6 Fair 5.00 4.65 4.63 0.02 0.740 35 39 33 4 0.04 1.2 0.84Puja Gift House 0.6 Fair 3.00 2.71 2.68 0.03 0.643 35 39 33 4 0.04 1.2 0.72Janta Optical House 0.6 Good 1.00 0.73 0.68 0.05 0.646 35 39 33 4 0.04 1.2 0.73 0.75 0.05 0.85Dena Bank To Nagina Ghat Fully Concrete Road

Location : Road 19 Hingoli gate To Forest office To Banda Ghat (4 Lane) Sagar Automobiles 1.5 Good 4.00 3.65 3.61 0.04 0.785 35 42 35 7 0.07 1.2 0.86Kotgire Scooter 1.5 Good 5.00 4.68 4.65 0.03 0.703 35 42 35 7 0.07 1.2 0.76Bharat Gas 1.5 Good 6.00 5.62 5.58 0.04 0.845 35 42 35 7 0.07 1.2 0.93Vrutisakha nagar 1.5 Good 2.00 1.71 1.68 0.03 0.643 35 42 35 7 0.07 1.2 0.69Vijay Pan Centre 1.5 Good 3.00 2.60 2.57 0.03 0.863 35 42 35 7 0.07 1.2 0.95Bholenath Tea Centre 1.5 Good 5.00 4.77 4.75 0.02 0.500 35 42 35 7 0.07 1.2 0.52Board of Muncipal 1.5 Good 4.00 3.71 3.67 0.04 0.665 35 42 35 7 0.07 1.2 0.71Durba Raswanti 1.5 Good 7.00 6.63 6.61 0.02 0.780 35 42 35 7 0.07 1.2 0.85Dr. Sunil Vaykule' s House 1.5 Good 2.00 1.75 1.71 0.04 0.585 35 42 35 7 0.07 1.2 0.62Police Chowki 1.5 Good 1.00 0.72 0.67 0.05 0.666 35 42 35 7 0.07 1.2 0.71Shanti Niwas 1.5 Good 5.00 4.71 4.68 0.03 0.643 35 42 35 7 0.07 1.2 0.69Hotel Neel Gagan 1.5 Good 3.00 2.68 2.65 0.03 0.703 35 42 35 7 0.07 1.2 0.76



Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Avtar Studio 1.5 Good 1.00 0.64 0.60 0.04 0.805 35 42 35 7 0.07 1.2 0.88Jaylakshmi Medicals 1.5 Good 6.00 5.77 5.74 0.03 0.523 35 42 35 7 0.07 1.2 0.54Balaji Hospital 1.5 Good 5.00 4.79 4.75 0.04 0.505 35 42 35 7 0.07 1.2 0.52Chikhalwadi Chowk 1.5 Good 7 6.68 6.65 0.03 0.703 35 42 35 7 0.07 1.2 0.76Sub Divisional Engineer 1.5 Fair 2.00 1.56 1.51 0.05 0.986 35 42 35 7 0.07 1.2 1.10Bank Of Baroda 1.5 Fair 5.00 4.79 4.75 0.04 0.505 35 42 35 7 0.07 1.2 0.52Krishna Collection 1.5 Good 2.00 1.72 1.67 0.05 0.666 35 42 35 7 0.07 1.2 0.71Sanjay Book Depot 1.5 Good 3.00 2.68 2.65 0.03 0.703 35 42 35 7 0.07 1.2 0.76 0.74 0.16 1.06

Location : Road 23 Wazirabad Road To Banda Ghat (2 Lane)Khushi Ladies Collection 0.9 Good 5.00 4.69 4.66 0.03 0.683 35 42 35 7 0.07 1.2 0.74John Players Collection 0.9 Good 2.00 1.65 1.63 0.02 0.740 35 42 35 7 0.07 1.2 0.80Shikshketan Patpedhi 0.9 Good 4.00 3.70 3.66 0.04 0.685 35 42 35 7 0.07 1.2 0.74Mohit STD 0.9 Good 1.00 0.81 0.77 0.04 0.465 35 42 35 7 0.07 1.2 0.47Patel & Company 0.9 Good 6.00 5.66 5.62 0.04 0.765 35 42 35 7 0.07 1.2 0.83Nevasekar Hospital 0.9 Good 8.00 7.78 7.75 0.03 0.503 35 42 35 7 0.07 1.2 0.52Gajanan Laundhry 0.9 Good 3.00 2.61 2.57 0.04 0.865 35 42 35 7 0.07 1.2 0.95Pratibha Niketan College 0.9 Good 2.00 1.68 1.65 0.03 0.703 35 42 35 7 0.07 1.2 0.76Bada Ghat Gurudawra 0.9 Good 5.00 4.69 4.65 0.04 0.705 35 42 35 7 0.07 1.2 0.76 0.73 0.15 1.03

Location : Road 28 Sapna Petrol Pump to Old Mandla To New Bridge On Godavari (4 Lane) Bafna Petrol Pump 1.5 Good 1.00 0.78 0.75 0.03 0.503 35 41 37 6 0.06 1.2 0.53Bhagwati Oil Services 1.5 Good 4.00 3.74 3.70 0.04 0.605 35 41 37 6 0.06 1.2 0.65Saber Motor Garage 1.5 Good 5.00 4.71 4.67 0.04 0.665 35 41 37 6 0.06 1.2 0.73Deep Electronic& Electricals 1.5 Good 6.00 5.69 5.66 0.03 0.683 35 41 37 6 0.06 1.2 0.75Raj Automobiles 1.5 Fair 8.00 7.65 7.62 0.03 0.763 35 41 37 6 0.06 1.2 0.84Vinayak Auto Agencies 1.5 Good 3.00 2.70 2.66 0.04 0.685 35 41 37 6 0.06 1.2 0.75Sachkhand STD 1.5 Good 5.00 4.72 4.69 0.03 0.623 35 41 37 6 0.06 1.2 0.68Singh Good Transport 1.5 Good 6.00 5.70 5.68 0.02 0.640 35 41 37 6 0.06 1.2 0.70Retail Kirana Stores 1.5 Good 1.00 0.74 0.71 0.03 0.583 35 41 37 6 0.06 1.2 0.63Sagar Electricals 1.5 Fair 4.00 3.70 3.68 0.02 0.640 35 41 37 6 0.06 1.2 0.70Sanni Dhaba 1.5 Fair 2.00 1.66 1.62 0.04 0.765 35 41 37 6 0.06 1.2 0.85Khalsa plant Station 1.5 Fair 4.00 3.65 3.62 0.03 0.763 35 41 37 6 0.06 1.2 0.84Singh Transport Company 1.5 Fair 3.00 2.69 2.65 0.04 0.705 35 41 37 6 0.06 1.2 0.77Pandurang Kirana 1.5 Fair 4.00 3.71 3.68 0.03 0.643 35 41 37 6 0.06 1.2 0.70Krishna Provision 1.5 Fair 7.00 6.70 6.66 0.04 0.685 35 41 37 6 0.06 1.2 0.75Kapoor General Stores 1.5 Fair 5.00 4.76 4.73 0.03 0.543 35 41 37 6 0.06 1.2 0.58 0.72 0.09 0.90

Location : Road 28 Sapna Petrol Pump to Old Mandla To New Bridge On Godavari (2 Lane) Kolhapure Shop 0.9 Good 6.00 5.74 5.71 0.03 0.583 35 40 36 5 0.05 1.2 0.64Bajrang Tea 0.9 Fair 4.00 3.66 3.62 0.04 0.765 35 40 36 5 0.05 1.2 0.86Ratan Glass 0.9 Good 1.00 0.70 0.65 0.05 0.706 35 40 36 5 0.05 1.2 0.79Old Munda Chowk 0.9 Good 3.00 2.75 2.71 0.04 0.585 35 40 36 5 0.05 1.2 0.64Police Chowki 0.9 Fair 4.00 3.67 3.63 0.04 0.745 35 40 36 5 0.05 1.2 0.83Kalash Trading Company 0.9 Fair 7.00 6.64 6.61 0.03 0.783 35 40 36 5 0.05 1.2 0.88laxmi Coconut General Stores 0.9 Fair 5.00 4.70 4.66 0.04 0.685 35 40 36 5 0.05 1.2 0.76 0.77 0.10 0.97

Location : Road 30 Milk Dairy To Latur Road ( 1 Lane) T. V.Centre 0.6 Poor 1.00 0.48 0.37 0.11 1.273 35 47 40 12 0.12 1.2 1.38Pradhnya Library 0.6 Poor 5.00 4.44 4.29 0.15 1.437 35 47 40 12 0.12 1.2 1.58Vaibhav Niwas 0.6 Poor 3.00 2.48 2.40 0.08 1.209 35 47 40 12 0.12 1.2 1.31Hand Pump 0.6 Poor 6.00 5.40 5.31 0.09 1.390 35 47 40 12 0.12 1.2 1.52Anand Cycle 0.6 Poor 4.00 3.41 3.36 0.05 1.286 35 47 40 12 0.12 1.2 1.40Masjid Area 0.6 Poor 7.00 6.44 6.37 0.07 1.268 35 47 40 12 0.12 1.2 1.38Sai Tailors 0.6 Poor 1.00 0.39 0.28 0.11 1.453 35 47 40 12 0.12 1.2 1.60Saptashrungi Pan Centre 0.6 Fair 4.00 3.60 3.57 0.03 0.863 35 47 40 12 0.12 1.2 0.89Gokuldham 0.6 Fair 5.00 4.52 4.48 0.04 1.045 35 47 40 12 0.12 1.2 1.11Ray Dip House 0.6 Fair 3.00 2.56 2.51 0.05 0.986 35 47 40 12 0.12 1.2 1.04Hari Garden 0.6 Fair 2.00 1.51 1.47 0.04 1.065 35 47 40 12 0.12 1.2 1.13Small Bridge 0.6 Poor 3.00 2.30 2.22 0.08 1.569 35 47 40 12 0.12 1.2 1.74Dattatraya House 0.6 Very Poor 2.00 1.29 1.17 0.12 1.674 35 47 40 12 0.12 1.2 1.86Bharat Gas 0.6 Very Poor 2.00 1.35 1.27 0.08 1.469 35 47 40 12 0.12 1.2 1.62Maharshi Valmik Chowk 0.6 Fair 5.00 4.55 4.51 0.04 0.985 35 47 40 12 0.12 1.2 1.04



Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

0.6 Fair 7.00 6.61 6.58 0.03 0.843 35 47 40 12 0.12 1.2 0.87Yadav P[lot 0.6 Poor 1.00 0.45 0.39 0.06 1.227 35 47 40 12 0.12 1.2 1.33Swamiji Mandir 0.6 Very Poor 4.00 3.35 3.26 0.09 1.490 35 47 40 12 0.12 1.2 1.64Sai Baba Mandir Gate 0.6 Very Poor 4.00 3.47 3.39 0.08 1.229 35 47 40 12 0.12 1.2 1.33 1.36 0.29 1.93

Location : Road 32 Airport Forest Naka To Chatrapati Nagar (2 Lane) Gurukrupa Transport 0.9 Good 8.00 7.85 7.81 0.04 0.385 35 47 40 12 0.12 1.2 0.32Thakar Niwas 0.9 Fair 4.00 3.65 3.52 0.13 0.975 35 47 40 12 0.12 1.2 1.03Rail Vikas Sadan 0.9 Poor 7.00 6.47 6.31 0.16 1.399 35 47 40 12 0.12 1.2 1.53Div. Rly Manager Office 0.9 Good 4.00 3.79 3.62 0.17 0.780 35 47 40 12 0.12 1.2 0.79Rail Vikas Sadan 0.9 Poor 6.00 5.35 5.19 0.16 1.639 35 47 40 12 0.12 1.2 1.82

0.9 Good 3.00 2.65 2.58 0.07 0.848 35 47 40 12 0.12 1.2 0.87Rail Sadan 0.9 Poor 5.00 4.40 4.29 0.11 1.433 35 47 40 12 0.12 1.2 1.58

0.9 Good 8.00 7.75 7.68 0.07 0.648 35 47 40 12 0.12 1.2 0.63Rail Sadan 0.9 Good/Fair 2.00 1.61 1.52 0.09 0.970 35 47 40 12 0.12 1.2 1.02

0.9 Poor 5.00 4.48 4.32 0.16 1.379 35 47 40 12 0.12 1.2 1.510.9 Good 3.00 2.76 2.69 0.07 0.628 35 47 40 12 0.12 1.2 0.610.9 Poor 1.00 0.44 0.29 0.15 1.437 35 47 40 12 0.12 1.2 1.580.9 Good 6.00 5.67 5.61 0.06 0.787 35 47 40 12 0.12 1.2 0.80

Railway Quarters 0.9 Poor 7.00 6.46 6.31 0.15 1.397 35 47 40 12 0.12 1.2 1.530.9 Good/Fair 1.00 0.72 0.65 0.07 0.708 35 47 40 12 0.12 1.2 0.710.9 Fair 4.00 3.66 3.59 0.07 0.828 35 47 40 12 0.12 1.2 0.85

Railway Quarters 0.9 Good/Fair 2.00 1.64 1.57 0.07 0.868 35 46 39 11 0.11 1.2 0.910.9 Fair 6.00 5.51 5.44 0.07 1.128 35 46 39 11 0.11 1.2 1.220.9 Good 4.00 3.78 3.73 0.05 0.546 35 46 39 11 0.11 1.2 0.520.9 Fair 1.00 0.56 0.42 0.14 1.176 35 46 39 11 0.11 1.2 1.280.9 Good 7.00 6.68 6.63 0.05 0.746 35 46 39 11 0.11 1.2 0.760.9 Fair 3.00 2.60 2.51 0.09 0.990 35 46 39 11 0.11 1.2 1.060.9 Fair 4.00 3.58 3.50 0.08 1.009 35 46 39 11 0.11 1.2 1.080.9 Good 6.00 5.71 5.68 0.03 0.643 35 46 39 11 0.11 1.2 0.640.9 Fair 8.00 7.69 7.62 0.07 0.768 35 46 39 11 0.11 1.2 0.79

K.V Up Kendra SangviI 0.9 Poor 6.00 5.51 5.40 0.11 1.213 35 43 39 8 0.08 1.2 1.360.9 Fair 5.00 4.63 4.54 0.09 0.930 35 43 39 8 0.08 1.2 1.020.9 Good/Fair 3.00 2.69 2.62 0.07 0.768 35 43 39 8 0.08 1.2 0.83

Sangvi 2 0.9 Good 7.00 6.74 6.71 0.03 0.583 35 43 39 8 0.08 1.2 0.60ShivMandir 0.9 Good 2.00 1.68 1.61 0.07 0.788 35 43 39 8 0.08 1.2 0.85Gani Colony 0.9 Good 1.00 0.72 0.68 0.04 0.645 35 43 39 8 0.08 1.2 0.68Hitech Servicing Centre 0.9 Good 8.00 7.60 7.56 0.04 0.885 35 43 39 8 0.08 1.2 0.97rear tech Computers 0.9 Fair 4.00 3.56 3.48 0.08 1.049 35 42 38 7 0.07 1.2 1.18ShivMandir 0.9 Poor 7.00 6.40 6.29 0.11 1.433 35 42 38 7 0.07 1.2 1.64Shubhan Café 0.9 Good 5.00 4.75 4.63 0.12 0.754 35 42 38 7 0.07 1.2 0.82Puja Naurang Home 0.9 Good 4.00 3.68 3.61 0.07 0.788 35 42 38 7 0.07 1.2 0.86Sai Communication 0.9 Good 3.00 2.74 2.67 0.07 0.668 35 42 38 7 0.07 1.2 0.72Life Insuarance 0.9 Good 5.00 4.68 4.61 0.07 0.788 35 42 38 7 0.07 1.2 0.86TarodekarChambers 0.9 Good 1.00 0.70 0.61 0.09 0.790 35 42 38 7 0.07 1.2 0.86Yash Park 0.9 Good 5.00 4.61 4.56 0.05 0.886 35 42 38 7 0.07 1.2 0.98Vithai Bakeri 0.9 Poor 8.00 7.41 7.29 0.12 1.434 35 42 38 7 0.07 1.2 1.64Ruby Academy 0.9 Good 6.00 5.69 5.62 0.07 0.768 35 42 38 7 0.07 1.2 0.84Subodh coding Classes 0.9 Good 8 7.65 7.61 0.04 0.785 35 42 38 7 0.07 1.2 0.86Marathwada Bank 0.9 Good 3.00 2.60 2.53 0.07 0.948 35 42 38 7 0.07 1.2 1.05Potdar College 0.9 Fair 3.00 2.61 2.54 0.07 0.928 35 42 38 7 0.07 1.2 1.03Jijai Hospital 0.9 Fair 5.00 4.58 4.52 0.06 0.967 35 42 38 7 0.07 1.2 1.08Mahasarswati Printing Press 0.9 Good 2.00 1.68 1.64 0.04 0.725 35 41 38 6 0.06 1.2 0.80Maratha Darbar 0.9 Fair 6.00 5.53 5.44 0.09 1.130 35 41 38 6 0.06 1.2 1.28Shir Electricals 0.9 Fair 3.00 2.64 2.56 0.08 0.889 35 41 38 6 0.06 1.2 1.00Akash Entreprises 0.9 Fair 5.00 4.67 4.61 0.06 0.787 35 41 38 6 0.06 1.2 0.87Sagar Juice Centre 0.9 Fair 1.00 0.62 0.58 0.04 0.845 35 41 38 6 0.06 1.2 0.94SatpalKiran&General 0.9 Fair 8.00 7.72 7.65 0.07 0.708 35 41 38 6 0.06 1.2 0.78Pawar Daily Needs Stores 0.9 Good 4.00 3.75 3.71 0.04 0.585 35 41 38 6 0.06 1.2 0.63Chief Engineer MSEB 0.9 Fair 2.00 1.78 1.73 0.05 0.546 35 41 38 6 0.06 1.2 0.58Nanded merchand co.bank 0.9 Good 5.00 4.78 4.75 0.03 0.503 35 41 38 6 0.06 1.2 0.53ANNE3-5-bbd-analysis analysis 7


Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Krishna Book Depot 0.9 Poor 3.00 2.47 2.34 0.13 1.335 35 41 38 6 0.06 1.2 1.53Kadam Care Clinic 0.9 Fair 1.00 0.67 0.63 0.04 0.745 35 41 38 6 0.06 1.2 0.82Telephone Exchange 0.9 Fair 4.00 3.69 3.64 0.05 0.726 35 41 38 6 0.06 1.2 0.80Gajanan Auto 0.9 Good 2.00 1.76 1.71 0.05 0.586 35 41 38 6 0.06 1.2 0.63Reliance Sales 0.9 Good 1.00 0.80 0.77 0.03 0.463 35 41 38 6 0.06 1.2 0.48Prakash Garage 0.9 Fair 8.00 7.78 7.73 0.05 0.546 35 39 31 4 0.04 1.2 0.61LML Workshop 0.9 Fair 3.00 2.72 2.67 0.05 0.666 35 39 31 4 0.04 1.2 0.75Sanjivani Hospital 0.9 Fair 5.00 4.69 4.65 0.04 0.705 35 39 31 4 0.04 1.2 0.80Venketeshwara App. 0.9 Fair 2.00 1.73 1.68 0.05 0.646 35 39 31 4 0.04 1.2 0.73Amar Gadi Ghar 0.9 Fair 5.00 4.75 4.70 0.05 0.606 35 39 31 4 0.04 1.2 0.68Prince Tailor 0.9 Good 7.00 6.77 6.73 0.04 0.545 35 43 31 8 0.08 1.2 0.56Ashish Complex 0.9 Good 1.00 0.76 0.73 0.03 0.543 35 43 31 8 0.08 1.2 0.56Shubham Kirana 0.9 Fair 2.00 1.70 1.66 0.04 0.685 35 43 31 8 0.08 1.2 0.73Abhinav Coaching Classes 0.9 Good 3.00 2.75 2.72 0.03 0.563 35 43 31 8 0.08 1.2 0.58Brat Health Care 0.9 Good 5.00 4.73 4.70 0.03 0.603 35 43 31 8 0.08 1.2 0.63Shivaji Chowk 0.9 Good 4.00 3.71 3.68 0.03 0.643 35 43 31 8 0.08 1.2 0.68Rekteshwar Electronics 0.9 Fair 6.00 5.68 5.64 0.04 0.725 35 43 31 8 0.08 1.2 0.77Deepak Hardware 0.9 Fair 2.00 1.70 1.66 0.04 0.685 35 43 31 8 0.08 1.2 0.73Chatrapati Nagar 0.9 Good 3.00 2.72 2.69 0.03 0.623 35 43 31 8 0.08 1.2 0.65

0.9 Fair 5.00 4.66 4.62 0.04 0.765 35 43 31 8 0.08 1.2 0.82Aara Machine 0.9 Fair 3.00 2.71 2.67 0.04 0.665 35 43 31 8 0.08 1.2 0.70Shinde Hardware 0.9 Good/Fair 2.00 1.68 1.65 0.03 0.703 35 43 31 8 0.08 1.2 0.75Pawale Natgagrah 0.9 Fair 6.00 5.66 5.62 0.04 0.765 35 43 31 8 0.08 1.2 0.82Shri Ganesh Rajastani Furnit 0.9 Fair 4.00 3.68 3.62 0.06 0.767 35 43 31 8 0.08 1.2 0.82 0.90 0.32 1.53

Location : Road 34 Pawadewadi Naka To Rest House (1 Lane) SBI Pawadewadi Naka 0.6 Fair 2 1.58 1.56 0.02 0.880 35 47 38 12 0.12 1.2 0.91Trishail 0.6 Poor 5 4.41 4.35 0.06 1.307 35 47 38 12 0.12 1.2 1.42Shubham Niwas 0.6 Poor 3 2.45 2.39 0.06 1.227 35 47 38 12 0.12 1.2 1.33Agriculture College 0.6 Poor 7 6.4 6.3 0.10 1.412 35 47 38 12 0.12 1.2 1.55 1.30 0.28 1.86

Location : Road 35 Shivaji Nagar ROB To Narashtapur (1 Lane) Gangotri Building 0.6 Good 1 0.79 0.76 0.03 0.483 35 46 37 11 0.11 1.2 0.45Vyanketesh Hospital 0.6 Good 4 3.65 3.61 0.04 0.785 35 46 37 11 0.11 1.2 0.81Ashwin Hospital 0.6 Good 6 5.79 5.75 0.04 0.505 35 46 37 11 0.11 1.2 0.47Ujjawala Provision 0.6 Good 2 1.72 1.68 0.04 0.645 35 46 37 11 0.11 1.2 0.64Tabella 0.6 Good 8 7.78 7.75 0.03 0.503 35 46 37 11 0.11 1.2 0.47Datta Laundries 0.6 Good 5 4.75 4.71 0.04 0.585 35 46 37 11 0.11 1.2 0.57Pradnya Niwas 0.6 Good 7 6.73 6.68 0.05 0.646 35 46 37 11 0.11 1.2 0.64Saw Mill 0.6 Good 1 0.62 0.58 0.04 0.845 35 46 37 11 0.11 1.2 0.88Suresh Gents Parlour 0.6 Good 4 3.72 3.69 0.03 0.623 35 46 37 11 0.11 1.2 0.62Tara Tea Centre 0.6 Good 3 2.65 2.61 0.04 0.785 35 46 37 11 0.11 1.2 0.81Adarsh Tent House 0.6 Good 6 5.68 5.64 0.04 0.725 35 46 37 11 0.11 1.2 0.74Radhika Nursery 0.6 Good 4 3.72 3.69 0.03 0.623 35 46 37 11 0.11 1.2 0.62Water Tank 0.6 Good 3 2.62 2.58 0.04 0.845 35 46 37 11 0.11 1.2 0.88S.G.Computers 0.6 Good 5 4.69 4.66 0.03 0.683 35 46 37 11 0.11 1.2 0.69Kagade Hospital 0.6 Fair 3 2.58 2.53 0.05 0.946 35 46 37 11 0.11 1.2 1.00 0.69 0.17 1.02

Location : Road 39 Anand Nagar Road (2 Lane) Mande Classes 0.9 Fair/Good 5 4.66 4.62 0.04 0.765 35 44 39 9 0.09 1.2 0.81Prassana Travels 0.9 Fair 3 2.55 2.49 0.06 1.027 35 44 39 9 0.09 1.2 1.12Nirmal Prakashan 0.9 Fair/Poor 7 6.35 6.27 0.08 1.469 35 44 39 9 0.09 1.2 1.66Yogeshwari Electriacals 0.9 Good 4 3.62 3.58 0.04 0.845 35 44 39 9 0.09 1.2 0.91Sunil Furnitures 0.9 Good 6 5.64 5.61 0.03 0.783 35 44 39 9 0.09 1.2 0.83Sansar Super Market 0.9 Good 2 1.54 1.5 0.04 1.005 35 44 39 9 0.09 1.2 1.10Dog Care Unit 0.9 Fair 4 3.53 3.48 0.05 1.046 35 44 39 9 0.09 1.2 1.15Shirrangan Electricals 0.9 Fair 7 6.5 6.42 0.08 1.169 35 44 39 9 0.09 1.2 1.30Tirupati Type Writing 0.9 Fair 6 5.58 5.53 0.05 0.946 35 44 39 9 0.09 1.2 1.03 1.10 0.26 1.62

Location : Road 39 Anand Nagar Road (4 Lane) Prabhat Agencies 1.5 Fair 1 0.56 0.51 0.05 0.986 35 44 38 9 0.09 1.2 1.07Amrut Medico 1.5 Fair 5 4.49 4.43 0.06 1.147 35 44 38 9 0.09 1.2 1.27Satish Furnitures 1.5 Good 2 1.67 1.65 0.02 0.700 35 44 38 9 0.09 1.2 0.73



Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Bhagyanagar 1.5 Good 3 2.62 2.58 0.04 0.845 35 44 38 9 0.09 1.2 0.91Sai Electricals 1.5 Good 1 0.62 0.57 0.05 0.866 35 42 38 7 0.07 1.2 0.95Suraj Custom Makers 1.5 Fair 7 6.54 6.47 0.07 1.068 35 42 38 7 0.07 1.2 1.20Gitanjali Hospital 1.5 Good 4 3.68 3.65 0.03 0.703 35 42 38 7 0.07 1.2 0.76Shrikrishan Traders 1.5 Fair 2 1.57 1.52 0.05 0.966 35 42 38 7 0.07 1.2 1.07Makarana marbles & Garmen 1.5 Fair 7 6.62 6.57 0.05 0.866 35 42 38 7 0.07 1.2 0.95Suma Steel Appliances 1.5 Fair 3 2.52 2.49 0.03 1.023 35 42 38 7 0.07 1.2 1.14Bright Academy 1.5 Fair 3 2.57 2.53 0.04 0.945 35 42 38 7 0.07 1.2 1.05KGN Plaster 1.5 Fair 6 5.75 5.71 0.04 0.585 35 42 38 7 0.07 1.2 0.62Samaj Kalyan Adhikari Office 1.5 Good 1 0.65 0.61 0.04 0.785 35 42 38 7 0.07 1.2 0.86Shri Vishwakarma Furniture 1.5 Fair 4 3.71 3.67 0.04 0.665 35 42 38 7 0.07 1.2 0.71Sidhhivinayak Aluminium 1.5 Good 5 4.66 4.62 0.04 0.765 35 42 38 7 0.07 1.2 0.83Adarsha Spardha Police aca 1.5 Good 5 4.71 4.67 0.04 0.665 35 41 35 6 0.06 1.2 0.73Jay Shivray Nagari Sahari Ba 1.5 Good 4 3.68 3.65 0.03 0.703 35 41 35 6 0.06 1.2 0.77Rajesh Traders 1.5 Fair 1 0.65 0.62 0.03 0.763 35 41 35 6 0.06 1.2 0.84Shri Yogeshwari Building 1.5 Good 7 6.67 6.63 0.04 0.745 35 41 35 6 0.06 1.2 0.82Om Photo Studio 1.5 Fair 7 6.65 6.61 0.04 0.785 35 41 35 6 0.06 1.2 0.87ICFAI college 1.5 Good 3 2.67 2.62 0.05 0.766 35 41 35 6 0.06 1.2 0.85Anand Electriacls 1.5 Good 6 5.7 5.67 0.03 0.663 35 41 35 6 0.06 1.2 0.72Komalvar Traders 1.5 Good 3 2.68 2.65 0.03 0.703 35 41 35 6 0.06 1.2 0.77Kotwar Niwas 1.5 Good 5 4.78 4.74 0.04 0.525 35 41 35 6 0.06 1.2 0.56Universal Video House 1.5 Good 7 6.72 6.67 0.05 0.666 35 41 35 6 0.06 1.2 0.73Ramachandra Complex 1.5 Good 5 4.75 4.71 0.04 0.585 35 41 35 6 0.06 1.2 0.63Rajyog Bhavan 1.5 Good 3 2.68 2.65 0.03 0.703 35 41 35 6 0.06 1.2 0.77Sagar Tent Works 1.5 Good 7 6.77 6.73 0.04 0.545 35 41 35 6 0.06 1.2 0.58Kamdhenu Traders 1.5 Good 2 1.7 1.66 0.04 0.685 35 41 35 6 0.06 1.2 0.75K.G.N.Matan Shop 1.5 Good 5 4.79 4.76 0.03 0.483 35 41 35 6 0.06 1.2 0.51Indian Oil Petrol Pump 1.5 Good 3 2.76 2.72 0.04 0.565 35 41 35 6 0.06 1.2 0.61 0.83 0.19 1.21

Location : Road 40 Bhagya Nagar to Yashwant College To Rly Station ( 2 Lane) Sagar Jwellers 0.9 Good 2 1.72 1.68 0.04 0.645 35 49 43 14 0.14 1.2 0.61Assistant Enginner MSEB 0.9 Good 5 4.68 4.63 0.05 0.746 35 49 43 14 0.14 1.2 0.73Hotel Shivshankar 0.9 Good 3 2.71 2.67 0.04 0.665 35 49 43 14 0.14 1.2 0.63Pharmacy College Nanded 0.9 Good 7 6.62 6.58 0.04 0.845 35 49 43 14 0.14 1.2 0.85Saundarya Beauty Parlour 0.9 Good 4 3.6 3.57 0.03 0.863 35 49 43 14 0.14 1.2 0.87Radhika Niwas 0.9 Good 1 0.64 0.61 0.03 0.783 35 49 43 14 0.14 1.2 0.77Lokhande Niwas 0.9 Good 6 5.62 5.59 0.03 0.823 35 49 43 14 0.14 1.2 0.82Nagajuna School 0.9 Good 2 1.67 1.63 0.04 0.745 35 49 43 14 0.14 1.2 0.73Savitribai Fule KanyaSchool 0.9 Good 7 6.6 6.57 0.03 0.863 35 49 43 14 0.14 1.2 0.87Shanti Niketan 0.9 Good 5 4.61 4.58 0.03 0.843 35 49 43 14 0.14 1.2 0.84Study Well Classes 0.9 Fair 3 2.75 2.72 0.03 0.563 35 49 43 14 0.14 1.2 0.51Hrushikesh General Stores 0.9 Good 1 0.67 0.63 0.04 0.745 35 49 43 14 0.14 1.2 0.73District Public Health Laborat 0.9 Good 6 5.72 5.67 0.05 0.666 35 49 43 14 0.14 1.2 0.63Polytechnic College 0.9 Good 7 6.69 6.67 0.02 0.660 35 49 43 14 0.14 1.2 0.62College with Potential for Exc 0.9 Good 5 4.65 4.62 0.03 0.763 35 49 43 14 0.14 1.2 0.75yashwant College 0.9 Good 2 1.61 1.57 0.04 0.865 35 49 43 14 0.14 1.2 0.87Law College 0.9 Good 6 5.71 5.68 0.03 0.643 35 49 43 14 0.14 1.2 0.60Boys Hostel 0.9 Good 1 0.59 0.56 0.03 0.883 35 49 43 14 0.14 1.2 0.89Maharashtra Pan Shop 0.9 Fair 3 2.51 2.48 0.03 1.043 35 49 43 14 0.14 1.2 1.08Yashwant Mahavidyalay 0.9 Good 1 0.64 0.61 0.03 0.783 35 49 43 14 0.14 1.2 0.77

0.9 Good 5 4.75 4.71 0.04 0.585 35 49 43 14 0.14 1.2 0.53Institute of Technology 0.9 Good 4 3.78 3.76 0.02 0.480 35 49 43 14 0.14 1.2 0.41Paitwar Papers 0.9 Fair 3 2.51 2.47 0.04 1.065 35 49 43 14 0.14 1.2 1.11Chandgiram & Sons 0.9 Fair 7 6.6 6.56 0.04 0.885 35 49 43 14 0.14 1.2 0.89Balaji & Sons 0.9 Good 2 1.74 1.7 0.04 0.605 35 49 43 14 0.14 1.2 0.56

0.9 Fair 8 7.58 7.53 0.05 0.946 35 49 43 14 0.14 1.2 0.97Rainbow Fast Food 0.9 Fair 5 4.54 4.49 0.05 1.026 35 49 43 14 0.14 1.2 1.06Shantaram Swimming Pool 0.9 Fair/Good 3 2.61 2.57 0.04 0.865 35 49 43 14 0.14 1.2 0.87Govind singh Stadium 0.9 Fair 1 0.51 0.46 0.05 1.086 35 49 43 14 0.14 1.2 1.13District Sport Committee 0.9 Fair 4 3.53 3.49 0.04 1.025 35 49 43 14 0.14 1.2 1.06Sunil Gavaskar Stands 0.9 Good 6 5.63 5.59 0.04 0.825 35 49 43 14 0.14 1.2 0.82ANNE3-5-bbd-analysis analysis 9


Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Saibaba Oil Depot 0.9 Good 7 6.64 6.61 0.03 0.783 35 49 43 14 0.14 1.2 0.77Print Well Printing Press 0.9 Good 2 1.6 1.57 0.03 0.863 35 49 43 14 0.14 1.2 0.87Sainath Raswanti 0.9 Fair 4 3.52 3.48 0.04 1.045 35 49 43 14 0.14 1.2 1.09Shramsafalya Niwas 0.9 Good/Fair 1 0.5 0.47 0.03 1.063 35 49 43 14 0.14 1.2 1.11National Sample Survey 0.9 Fair 5 4.48 4.45 0.03 1.103 35 49 43 14 0.14 1.2 1.16Gopal Kirana 0.9 Fair 3 2.57 2.53 0.04 0.945 35 49 43 14 0.14 1.2 0.97Kavita Tea House 0.9 Fair 4 3.55 3.52 0.03 0.963 35 49 43 14 0.14 1.2 0.99Evershine Hotel 0.9 Fair 7 6.51 6.48 0.03 1.043 35 49 43 14 0.14 1.2 1.08 0.84 0.20 1.23

Location : Road 41 ( 2 Lane) Saisagar Clinic 0.9 Good 6 5.81 5.78 0.03 0.443 35 38 32 3 0.03 1.2 0.5050M ahead Milk Dairy 0.9 Good 9 8.84 8.81 0.03 0.383 35 38 32 3 0.03 1.2 0.42Sagar Clinic 0.9 Good 4 3.78 3.75 0.03 0.503 35 38 32 3 0.03 1.2 0.5750M ahead 0.9 Good 3 2.81 2.77 0.04 0.465 35 38 32 3 0.03 1.2 0.52

0.9 Good 1 0.79 0.75 0.04 0.505 35 38 32 3 0.03 1.2 0.570.9 Good/Fair 5 4.72 4.68 0.04 0.645 35 38 32 3 0.03 1.2 0.740.9 Fair 2 1.65 1.6 0.05 0.806 35 38 32 3 0.03 1.2 0.930.9 Fair 2 1.63 1.59 0.04 0.825 35 38 32 3 0.03 1.2 0.950.9 Fair 5 4.61 4.58 0.03 0.843 35 38 32 3 0.03 1.2 0.980.9 Fair 3 2.66 2.63 0.03 0.743 35 38 32 3 0.03 1.2 0.860.9 Fair 7 6.65 6.62 0.03 0.763 35 38 32 3 0.03 1.2 0.880.9 Fair 1 0.62 0.58 0.04 0.845 35 38 32 3 0.03 1.2 0.980.9 Fair 4 3.69 3.68 0.01 0.640 35 38 32 3 0.03 1.2 0.73

Dhangaon Phata 0.9 Fair 1 0.61 0.58 0.03 0.843 35 38 32 3 0.03 1.2 0.98Sahar Colony 0.9 Good 2 1.7 1.67 0.03 0.663 35 38 33 3 0.03 1.2 0.7650m Ahead 0.9 Fair 5 4.66 4.63 0.03 0.743 35 38 33 3 0.03 1.2 0.86

0.9 Good 3 2.78 2.75 0.03 0.503 35 38 33 3 0.03 1.2 0.570.9 Good 4 3.72 3.69 0.03 0.623 35 38 33 3 0.03 1.2 0.71

Shri Niwas Nagar 0.9 Good 2 1.65 1.61 0.04 0.785 35 38 33 3 0.03 1.2 0.9150m Ahead 0.9 Good 5 4.78 4.74 0.04 0.525 35 38 33 3 0.03 1.2 0.59

0.9 Good 2 1.73 1.69 0.04 0.625 35 38 33 3 0.03 1.2 0.710.9 Good 1 0.77 0.74 0.03 0.523 35 38 33 3 0.03 1.2 0.590.9 Good 5 4.73 4.69 0.04 0.625 35 38 33 3 0.03 1.2 0.710.9 Good 2 1.79 1.77 0.02 0.460 35 38 33 3 0.03 1.2 0.520.9 Good 7 6.67 6.64 0.03 0.723 35 38 33 3 0.03 1.2 0.83

Gautmeshwar Mandir 0.9 Good 4 3.72 3.69 0.03 0.623 35 38 33 3 0.03 1.2 0.71Seema Oil Industries 0.9 Good 2 1.78 1.75 0.03 0.503 35 38 33 3 0.03 1.2 0.57Royal Auto 0.9 Good 1 0.69 0.66 0.03 0.683 35 38 33 3 0.03 1.2 0.78Perfect Motor Garage 0.9 Good 3 2.74 2.71 0.03 0.583 35 37 32 2 0.02 1.2 0.68Dharma Kata 0.9 Good 1 0.7 0.65 0.05 0.706 35 37 32 2 0.02 1.2 0.8250m Ahead 0.9 Good 4 3.68 3.65 0.03 0.703 35 37 32 2 0.02 1.2 0.82

0.9 Good 7 6.77 6.74 0.03 0.523 35 37 32 2 0.02 1.2 0.600.9 Good 5 4.74 4.71 0.03 0.583 35 37 32 2 0.02 1.2 0.680.9 Good 2 1.69 1.66 0.03 0.683 35 37 32 2 0.02 1.2 0.80

Shri Datta Automobiles 0.9 Good 3 2.62 2.59 0.03 0.823 35 37 32 2 0.02 1.2 0.96Roshan Transport Company 0.9 Good 3 2.78 2.75 0.03 0.503 35 37 32 2 0.02 1.2 0.58 0.73 0.16 1.05

Location : Road 42 Shivaji Statue Dhanegaon To Old Godavari Bridge ( 2 Lane) Shivaji Statue 0.9 Good 1 0.64 0.61 0.03 0.783 35 37 31 2 0.02 1.2 0.9250m Ahead 0.9 Good 3 2.67 2.63 0.04 0.745 35 37 31 2 0.02 1.2 0.87

0.9 Good 5 4.69 4.66 0.03 0.683 35 37 31 2 0.02 1.2 0.800.9 Good 2 1.71 1.68 0.03 0.643 35 37 31 2 0.02 1.2 0.75

Ajay Tractors 0.9 Good 4 3.65 3.62 0.03 0.763 35 37 31 2 0.02 1.2 0.89Prince Marketing 0.9 Good 7 6.7 6.66 0.04 0.685 35 37 31 2 0.02 1.2 0.80Sudhakar Polimers Ltd 0.9 Good 2 1.75 1.72 0.03 0.563 35 37 31 2 0.02 1.2 0.65Swastik Transport Agencies 0.9 Good 3 2.64 2.61 0.03 0.783 35 37 31 2 0.02 1.2 0.92Marathwada Industries 0.9 Good 7 6.68 6.65 0.03 0.703 35 37 31 2 0.02 1.2 0.82Sanjay Saw Mill 0.9 Good 4 3.72 3.68 0.04 0.645 35 37 31 2 0.02 1.2 0.75Chatrapati Shivaji Maharaj 0.9 Good 1 0.66 0.63 0.03 0.743 35 37 31 2 0.02 1.2 0.87Suprine Gold Pipes 0.9 Good 2 1.74 1.71 0.03 0.583 35 37 31 2 0.02 1.2 0.6850m Ahead 0.9 Good 5 4.77 4.74 0.03 0.523 35 37 31 2 0.02 1.2 0.60Gautaneshwar Mandir Dhane 0.9 Good 7 6.73 6.7 0.03 0.603 35 37 31 2 0.02 1.2 0.70ANNE3-5-bbd-analysis analysis 10


Chainage (km)



Poor)

Crack

Type

Rut Depth (mm)




observation

Ambient Temperatu

re (deg. Celcius)

Temperature

Difference

Seasonal Correction

Factor

Characteristic

Deflection-Dc (mm)


Factor


(mm)


road section)

Deflection (mm)


(deg. Celcius)

Direction


Std. Deviation

Ultratech Cement 0.9 Good 7 6.69 6.67 0.02 0.660 35 37 31 2 0.02 1.2 0.77Vyankatesh & Company 0.9 Good 4 3.72 3.69 0.03 0.623 35 37 31 2 0.02 1.2 0.72Police Chowki Wajegaon 0.9 Good 2 1.77 1.74 0.03 0.523 35 37 31 2 0.02 1.2 0.60Mahindra Showroom Godava 0.9 Good 1 0.78 0.75 0.03 0.503 35 37 31 2 0.02 1.2 0.5850m Ahead 0.9 Good 5 4.68 4.65 0.03 0.703 35 37 31 2 0.02 1.2 0.82Bridge Starting 0.9 Good 2 1.8 1.77 0.03 0.463 35 37 31 2 0.02 1.2 0.53Bridge Starting 0.9 Good 3 2.77 2.74 0.03 0.523 35 37 31 2 0.02 1.2 0.60 0.74 0.12 0.98


Annexure 3.6

Design Life in Years (Year 2006-2026) 20Design Life considered for each growth factor 5 yearsDesign Life in Years -overlays 10

SR.NO. Road No. Description of Road

No. of

proposed Lane

s

Commercial

Traffic (Both

Direction)

Commercial

Traffic (each

direction)

Vehicle Damage Factor

Lane Distribution Factor

MSA

2006-2011

2011-2016

14 4 4 2 2 0.04 0.03 3.5 0.75 0

2

10 Mutha Chowk to Govardhanghat (with a bridge on Godavari) to Latur Road (thru Kautha)

6

27 13.5 15 0.04 0.03 3.5 0.6 0

323 Vazirabad Road to Banda Ghat 2 18 18 19 0.04 0.03 3.5 0.75 0

4 30 Latur Road to Milk Dairy 2 890 890 963 0.04 0.03 4.5 0.75 13

534 Pawdewadi Naka to Rest House 2 33 33 36 0.04 0.03 3.5 0.75 0

6 35Shivajinagar ROB to Nasratpur 2 14 14 15 0.04 0.03 3.5 0.75 0

7 39 Anand Nagar Road 6 659 329.5 356 0.04 0.03 3.5 0.6 3

8 40Bhagyanagar to Yashwant College to Railway Station 6 218 109 118 0.04 0.03 3.5 0.6 1

9 41Gakul Dairy to Degloor Road Junction 4 2087 1043.5 1129 0.04 0.03 4.5 0.75 15

10 42Degloor Road Junction to Old Godawari river bridge 4 4705 2352.5 2544 0.04 0.03 4.5 0.75 34

Traffic Growth Rate

Calculation of MSA for Project Roads for Design Of Overlay On Flexible Pavement

ANNE3-6TRAFFIC IN MSA traffic-msa-overlay 5 Traffic In MSA

Calculation of MSA for Design of Rigid Pavement Annexure 3.6

Design Life in Years (Year 2006-2026) 20Design Life considered for each growth factor 5


No. of proposed

Lanes

Commercial

Traffic (Both

Direction)



MSA

2006-2011

2011-2016

2016-2021

2021-2026

11 Railway Station To Wazirabad Police Station 4 345 0.04 0.03 0.03 0.02 3.5 0.25 2.34

22 Wazirabad PolIce Station To Gurudwara

Gate No. 1 4 82 0.04 0.03 0.03 0.02 3.5 0.25 0.56

33 Keli Market To Berki Chowk 4 232 0.04 0.03 0.03 0.02 3.5 0.25 1.57

45 4 5 0.04 0.03 0.03 0.02 3.5 0.25 0.03

57 S.T Workshop Road To Mutho Chowk 6 267 0.04 0.03 0.03 0.02 3.5 0.25 1.81

68 Mutha- Mahavir -Berki Chowk 6 114 0.04 0.03 0.03 0.02 3.5 0.25 0.77

716 Gurudwara Gate No. 4 (Parikrama) to

Gurudwara Road (Lohar Galli C.C. Road) 2

817 Gurudwara Gate No. 1 to Dena Bank to

Nagina Ghat (Partially pedestrian road) 2 259 0.04 0.03 0.03 0.02 3.5 0.25 1.769 18 Gandhi Statue to Mahaveer Chowk 6 105 0.04 0.03 0.03 0.02 3.5 0.25 0.71

1019 Hingoli Gate (RUB) to Forest Office to Banda

Ghat 6 172 0.04 0.03 0.03 0.02 3.5 0.25 1.17

1128 Bafna Petrol Pump to Old Mondha to New

Bridge on Godawari 6 1079 0.04 0.03 0.03 0.02 3.5 0.25 7.3212 32 Airport (Forest Naka) to Chhatrapati Nagar 4 760 0.04 0.03 0.03 0.02 3.5 0.25 5.16

Missing Link

Traffic Growth Rate

Calculation of MSA for Project Roads for Design Of Rigid Pavement

ANNE3-6TRAFFIC IN MSA traffic-msa-rigid 4 Traffic In MSA

Calculation of MSA for Design of Flexible Pavement Annexure 3.6

Design Life in Years (Year 2006-2026) 20Design Life considered for each growth factor 5 yearsDesign Life in Years -overlays 10


No. of

proposed Lane

s

Commercial

Traffic (Both

Direction)

Commercial

Traffic (each

direction)



MSA

2006-2011

2011-2016

2016-2021

2021-2026

14 4 4 2 2 0.04 0.03 0.03 0.02 3.5 0.75 0

26 2 2 2 2 0.04 0.03 0.03 0.02 3.5 0.75 0

39

Deglur Naka to Hingoli Road 6 2489 1244.5 1346 0.04 0.03 0.03 0.02 4.5 0.6 28

4

10 Mutha Chowk to Govardhanghat (with a bridge on Godavari) to Latur Road (thru Kautha)

6

27 13.5 15 0.04 0.03 0.03 0.02 3.5 0.6 05 11 Gurudwara Parikrama-II 2

6

12 Baryam Singh Wine shop Gurudwara Gate No. 2 to Yatri Niwas

258 58 63 0.04 0.03 0.03 0.02 3.5 0.75 1

713 Chikhalwadi Road to Bhagat

Singh Road 2 307 307 332 0.04 0.03 0.03 0.02 3.5 0.75 7

814 Chikalwadi Road to Bhagat

Singh Road to Crusher Road 2 350 350 379 0.04 0.03 0.03 0.02 3.5 0.75 8

915 Gurudwara Gate No. 3/4 to

Bhagat Singh Road 2

10 22 Nagina Ghat to Banda Ghat 2 155 155 168 0.04 0.03 0.03 0.02 3.5 0.75 3Missing Link

Missing Link

Traffic Growth Rate

Calculation of MSA for Project Roads for Design Of Flexible Pavement

ANNE3-6TRAFFIC IN MSA traffic-msa-flexible 5 Traffic In MSA



No. of

proposed Lane

s

Commercial

Traffic (Both

Direction)

Commercial

Traffic (each

direction)



MSA

2006-2011

2011-2016

2016-2021

2021-2026

Traffic Growth Rate

1123 Vazirabad Road to Banda Ghat 2 18 18 19 0.04 0.03 0.03 0.02 3.5 0.75 0

12

24 Degloor Road through C.R.C. to Gyanamata School (with an RUB or ROB Crossing Railway) 4

5472 2736 2959 0.04 0.03 0.03 0.02 4.5 0.75 77

1326 Mahadeo Dalmill to Gorakshan

Chikalwadi Road 2 0 0 0.04 0.03 0.03 0.02

1427 Dr Savrikar Building to Navghat 2 549 549 594 0.04 0.03 0.03 0.02 3.5 0.75 12

15 28a Khalsa RUB Approaches 4 1079 539.5 584 0.04 0.03 0.03 0.02 3.5 0.75 12

16

29 Crusher Road (from Degloor Road) to Keli Market (Ambedkar Chowk)

244 44 48 0.04 0.03 0.03 0.02 3.5 0.75 1

17 30 Latur Road to Milk Dairy 2 890 890 963 0.04 0.03 0.03 0.02 4.5 0.75 25

1831 Navghat Bridge to Milk Dairy

(Latur Road) 2 26 26 28 0.04 0.03 0.03 0.02 4.5 0.75 1

1934 Pawdewadi Naka to Rest House 2 33 33 36 0.04 0.03 0.03 0.02 3.5 0.75 1

20 35Shivajinagar ROB to Nasratpur 2 14 14 15 0.04 0.03 0.03 0.02 3.5 0.75 0

21 37Shivaji Statue (Thru Z.P. Girls School) to Degloor Road 4 1045 522.5 565 0.04 0.03 0.03 0.02 3.5 0.4 6

22 38aPart of Western bypass (Southern Part inclu. Bridge) 0 0 0.04 0.03 0.03 0.02

23 39 Anand Nagar Road 6 659 329.5 356 0.04 0.03 0.03 0.02 3.5 0.6 6




No. of

proposed Lane

s

Commercial

Traffic (Both

Direction)

Commercial

Traffic (each

direction)



MSA

2006-2011

2011-2016

2016-2021

2021-2026

Traffic Growth Rate

24 40Bhagyanagar to Yashwant College to Railway Station 6 218 109 118 0.04 0.03 0.03 0.02 3.5 0.6 2

25 41Gakul Dairy to Degloor Road Junction 4 2087 1043.5 1129 0.04 0.03 0.03 0.02 4.5 0.75 30

26 42Degloor Road Junction to Old Godawari river bridge 4 4705 2352.5 2544 0.04 0.03 0.03 0.02 4.5 0.75 67


Annexure 3.7 Flexible Pavement Design

Data Input:1) TrafficNo. of Commercial Vehicles per Day on Road 42 -Both Direction 4705

2) Vehicle Damage Factor F 4.5

3) Design life in Years- n 20

4) Lane Distribution Factor D 0.75

5) Annual growth rate (%) rUpto Year 2016 4Upto Year 2016 3Upto Year 2021 3Upto Year 2026 2

6) No. of years between last count and the year of completionof construction 2

7) CBR of Subgrade Soil 5%

Pavement Design :

MSA = 365x VDFx A ((1+r)^n-1)/r

= (365 x 4.5 x 4705/2x ((1+0.04)^5-1)/0.04)+365 x 4.5 x 4705/2x ((1+0.03)^5-1)/0.03)+(365 x 4.5 x 4705/2x ((1+0.03)^5-1)/0.03)+(365 x 4.5 x 4705/2x ((1+0.02)^5-1)/0.02)

= 67msa

Pavement thickness from Design Curves/tables(IRC 37-2001) for 67 msa 850 mm

Proposed Pavement Composition BC 50 mmDBM 150 mmWMM 250 mmGSBI 200 mmGSBII 200 mmTotal 850 mm

Construtability point of view thickness of DBM of 140 mm and WMM of 225 mm has been proposed.

DESIGN OF FLEXIBLE PAVEMENT(Sample Calculation for Road No.42 - Proposed 4 Lane)

2 ANNE3-7FLEXIBLE PAVEMENT DESIGN road 42


Data Input:1) TrafficNo. of Commercial Vehicles per Day on Road 27 549







Pavement Design :

MSA = 365x VDFx A ((1+r)^n-1)/r

= (365 x 3.5 x 549x ((1+0.04)^5-1)/0.04)+365 x 3.5 x 549/2x ((1+0.03)^5-1)/0.03)+(365 x 3.5 x 549x ((1+0.03)^5-1)/0.03)+(365 x 3.5 x 549x ((1+0.02)^5-1)/0.02)

= 12msa



Construtability point of view thickness of DBM of 110 mm and WMM of 275 mm has been proposed.


ANNE3-7FLEXIBLE PAVEMENT DESIGN road 27


Data Input:1) TrafficNo. of Commercial Vehicles per Day on Road 9 (Expected Traffic in year 2006)-Both Direction 2489







Pavement Design :

MSA = 365x VDFx A ((1+r)^n-1)/r

= (365 x 4.5 x 2489/2x ((1+0.04)^5-1)/0.04)+365 x 4.5 x 2489/2x ((1+0.03)^5-1)/0.03)+(365 x 4.5 x 2489/2x ((1+0.03)^5-1)/0.03)+(365 x 4.5 x 2489/2x ((1+0.02)^5-1)/0.02)

= 28msa




3 ANNE3-7FLEXIBLE PAVEMENT DESIGN road 9

ANNEXURE-3.8Rigid Pavement Design, Road 3 Sheet1/2

DESIGN OF PLAIN JOINTED RIGID PAVEMENT ( FOR THICKNESS = 30cm) SHEET: 1 of 2

Sr.No.1 Compessive Strength of Concrete (Fck) = 350 Kg/cm2 =35 mpa2 Flexural Strength of Concrete = 0.7 √Fck = 41.41 Kg/cm2 =4.14 mpa

3 Elastic Modulus of Concrete (E) = 300,000 Kg/cm2 (Cl.4.7.2- IRC-58)Axle Load,

Tonnes Distribution Axle Load, Tonnes Distribution Axle Load,

TonnesExpected

RepetitionsAxle Load,

TonnesExpected

Repetitions

4 Poission's Ratio (µ) = 0.15 (Cl.4.7.2- IRC-58) (I) (II) (III) (IV) (V) (VI) =(ESAL) x (II) (I) (VI) =

(ESAL) x (IV)5 Coefficient of Thermal Expansion of Concrete (α) = 1.0E-05 /oC (Cl.4.7.3- IRC-58) 19-21 0.00% 34-38 0.00% 20 0 36 06 Tyre Pressure (q) = 8 Kg/cm2 (Cl.4.2- IRC-58) 17-19 0.00% 30-34 0.00% 18 0 32 07 Rate of Increase of Traffic for every 5 year (r) = 4% 3% 3% 2% 15-17 0.00% 26-30 0.00% 16 0 28 08 Spacing of Contraction Joints (L) = 450 Cm 13-15 0.00% 22-26 0.00% 14 0 24 09 Width of Slab (B) = 232 Cm 11-13 2.12% 18-22 0.00% 12 33,362 20 0

10 Present Traffic Volume = 812 ESAL/Day 9-11 10.11% 14-18 0.00% 10 159,099 16 011 Design Life of Pavement = 20 Years <9 87.77% <14 100.00% <10 1,381,216 <16 1,573,67712 Number of Lanes/ Carriageway = 2 Total 100.00% Total 100.00%13 Dual Carriageway (Y/N) = Y ITERATIONS FOR STRESS CALCULATIONS :- 14 Type of Subgrade = S (R for Rocky & S for Soil)15 If Soil Subgrade, CBR of Subgrade (%) = 3 Ste= E α t C =temperature stresses in the edge region, Kg/cm 2

16 Temperature Differential (t) = 21 oC (Table-1- IRC-58) 2

17 Load Safety Factor (LSF) = 1.2 (Cl.4.2- IRC-58) h = Assumed Thickness of PQC Slab= 30 cm.= 31 cm

l = ( E h3 )1/4 = radius of relative stiff ness, cm.STEP 2: DESIGN TRAFFIC CALCULATION (EQUIVALENT STANDARD AXLE LOADS):- (12(1-µ2) K)1/4

Present Traffic = 232 Commercial Veh.per day. = 75.907 cmWeighted average of Vehicle Damage Factor = 3.500 (refer enclosed Traffic Data ) therefore

∴ Equvalent Std.Axles/Day (ESAL) = 3.5X345 = 812 L/I = 5.928Direction Distribution Factor (Df) = 25% B/l = 3.056No. of Repetitions per lane:-'=365 x 812 x 0.25 x [ (1+0.04)5 - 1]/0.04+365 x 812 x 0.25 x [ (1+0.03)5 - 1]/0.03+ C =365 x 812 x 0.25 x [ (1+0.03)5 - 1]/0.03+ = 1573677 ESAL365 x 812 x 0.25 x [ (1+0.02)5 - 1]/0.02 = 1.5737 MSAL (Million std.axles) C = 0.90

STEP 3: CALCULATIONS FOR MODULUS OF SUBGRADE REACTION "K"Ste= 28.350 Kg/cm2

Therefore K Value of the DLC = 20.8

For CBR 5.0 % , K value of DLC of 150 mm Thick- from Table 4,

rounded largest Value= 5.9

Bradbury's Coefficient, which can be ascertained directly from Bradbury's Chart against values of L/l and B/l (Fig.2 of IRC:58 - 2002)

For L/l and B/l = 5.9,

CONSULTING ENGINEERING SERVICES (I) PVT.LTD.DPR of Roads in Nanded Waghala City- Road NO.3

STEP 1: DESIGN DATA

STEP 5: TEMPERATURE (WARPING) STRESS CALCULATION

VALUE ADOPTEDCRITERIA

Single Axle Loads

CALCULATION OF REPETITIONS OF AXLE LOADS FOR DIFFERENT MAGNITUDESDURING DESIGN LIFE

STEP 4:

Tandem Axle Loads

Expected Repetitions during the design lifeTypical Axle Load Distribution

18 c/c distance of two tyres in dual wheel assembly, (S)

Tandem Axle Loads Single Axle Loads

3 ANNE3-8rigid-pavement-road3 Input Factors

ANNEXURE-3.8Rigid Pavement Design, Road 3, sheet2/2

DESIGN OF PLAIN JOINTED RIGID PAVEMENT ( FOR THICKNESS = 30cm) 2 of 2

(WESTERGAARD EQUATION)σ = 0.529 (P/h2) (1+0.54µ) [ 4 Log10 (l/b) + Log10b - 0.4048]

whereσ = Load stress in edge region (Kg/cm2) (Kg) (Kg/cm2) (Kg/cm2) (SR) (N) (X) / (XI)

P = design wheel load

(I) (II) (III) (IV) (V) (VI) (VII) (VIII) (IX) (X) (XI) (XII)

= half of the single axle load Single Axle= one fourth of the tandem axle load 1 20 24 12000 24.025 22.453 18.000 46.35 UNSAFE 0.56 0 399108 0.00

2 18 21.6 10800 23.188 21.706 17.000 45.35 UNSAFE 0.51 0 8633591 0.00h = pavement thickness in cm. 3 16 19.2 9600 22.295 20.924 15.500 43.85 UNSAFE 0.46 0 INFINITE 0.00µ = poissons ratio for concrete 4 14 16.8 8400 21.334 20.101 13.500 41.85 OK 0.41 0 INFINITE 0.00E = moduls of elasticity of concrete 5 12 14.4 7200 20.288 19.228 12.000 40.35 OK 0.36 33,362 INFINITE 0.00k = modulus of subgrade reaction 6 10 12 6000 19.132 18.294 10.500 38.85 OK 0.31 159,099 INFINITE 0.00l = radius of relative stiffness, cm. 7 <8 9.6 4800 17.826 17.279 8.000 36.35 OK 0.25 1,381,216 INFINITE 0.00

a = radius of load contact area, assumed circular, cm. Tandem Axle 0.00= 0.8521 Pd + S Pd 0.5 0.5 for single axle dual wheels 8 36 43.2 10800 23.188 21.706 13.000 41.35 OK 0.51 0 399,108 0.00

q π π 0.5227 q 9 32 38.4 9600 22.295 20.924 12.500 40.85 OK 0.46 0 8,633,591 0.0010 28 33.6 8400 21.334 20.101 11.500 39.85 OK 0.41 0 INFINITE 0.00

b = radius of equivalent distribution of pressure 11 24 28.8 7200 20.288 19.228 9.500 37.85 OK 0.36 0 INFINITE 0.00= a for a/h > 1.724 12 20 24 6000 19.132 18.294 8.000 36.35 OK 0.31 0 INFINITE 0.00= (1.6 a2+ h2)1/2 - 0.675 h for a/h < 1.724 13 16 19.2 4800 17.826 17.279 7.500 35.85 OK 0.25 0 INFINITE 0.00

Pd = load on one tyre 14 <16 19.2 4800 17.826 17.279 5.500 33.85 OK 0.25 1,573,677 INFINITE 0.00S = c/c distance of two tyres in dual wheel assembly Factor of Safety <1 hence safe 0.00q = tyre pressure, 8 Kg/cm2 Overall Average Distribution 4.78 OK 0.04 3,147,353 INFINITE 0.00

* = Total Stress = Temperature Stress + Edge Stress.STRESS RATIO, SR = ** = Check whether Total Stress is < 43 Kg/cm2(Flexural Strength of Concrete)

Fatigue Life = N = Unlimited for SR < 0.45 Check For Corner StressAxle Load Distribution Axle Load Distribution

N = 3.268 when 0.45 < SR < 0.55 98 Percentile Axle Load = 8 Tonnes 19-21 0.00% 20T 34-38 0.00% 18T98 Percentile Wheel Load = 4000 Kg 17-19 0.00% 18T 30-34 0.00% 16TRadius of load contact area (a= 17.826 Cm 15-17 0.00% 16T 26-30 0.00% 14TRadius of Relative Stiffness ( = 75.91 Cm 13-15 0.00% 14T 22-26 0.00% 12T

when SR > 0.55 Depth of Slab = 30 Cm 11-13 2.12% 12T 18-22 0.00% 10T9-11 10.11% 10T 14-18 0.00% 8T

Corner Stress = 10.8966 kg/Cm2 <9 87.77% 8T <14 100.00% 6Ttherefore OK

SUBMITTED BY ESAL Distribution Percentile20T 0.00% 200.00% say=200 NA18T 0.00% 200.00% say=200 NA16T 0.00% 200.00% say=200 NA

For Consultin Engineering Services (I) Pvt.Ltd. 14T 0.00% 200.00% say=200 NA12T 2.12% 200.00% say=200 NA10T 10.11% 197.88% say=198 NA8T 87.77% 187.77% say=188 NA6T 100.00% 100.00% say=100 NA 8 T

DPR of Roads in Nanded Waghala City- Road NO.3

CONSULTING ENGINEERING SERVICES (I) PVT.LTD.

Single Axle Loads

Log10 N =

98th PERCENTILE LOAD CALCULATIONTypical Axle Load Distribution

Tandem Axle LoadsEquivalent Single Axle

Load

Equivalent Single Axle

Load

STEP 8: CALCULATION OF CORNER STRESS

4.2577(SR) - 0.4325

Therefore, 98 Percentile Axle Load =

0.9718 - SR0.0828

Distribution on Equivalent Single Axle Load

Fatigue Life Consumed

(EdgeStress 'σ' calculated as above)(Flexural Strength of Concrete)

(AL) x (LSF)

Wheel Load (P)

Stress Ratio

Expected RepetitionsCheck**

Edge Stress

(σ) from chart

STEP 6: CALCULATION OF LOAD STRESS IN CRITICAL REGION (EDGE)

=31cm


a b Total* Stress

Sl. No.

Axle Load (AL)

TonnesFatigue Life

ANNE3-8rigid-pavement-road3 Westergards equation 4

ANNEXURE-3.8Rigid Pavement Design, Road 32, Sheet 1/2





TonnesExpected


TonnesExpected

Repetitions


(ESAL) x (IV)5 Coefficient of Thermal Expansion of Concrete (α) = 1.0E-05 /oC (Cl.4.7.3- IRC-58) 19-21 0.00% 34-38 0.00% 20 0 36 06 Tyre Pressure (q) = 8 Kg/cm2 (Cl.4.2- IRC-58) 17-19 0.00% 30-34 0.00% 18 0 32 07 Rate of Increase of Traffic for every 5 year (r) = 4% 3% 3% 2% 15-17 0.00% 26-30 0.00% 16 0 28 08 Spacing of Contraction Joints (L) = 450 Cm 13-15 1.48% 22-26 0.00% 14 76,296 24 09 Width of Slab (B) = 375 Cm 11-13 2.97% 18-22 0.00% 12 153,108 20 0

10 Present Traffic Volume = 2660 ESAL/Day 9-11 11.28% 14-18 15.38% 10 581,501 16 792,86211 Design Life of Pavement = 20 Years <9 84.27% <14 84.62% <10 4,344,243 <16 4,362,28612 Number of Lanes/ Carriageway = 2 Total 100.00% Total 100.00%13 Dual Carriageway (Y/N) = Y ITERATIONS FOR STRESS CALCULATIONS :- 14 Type of Subgrade = S (R for Rocky & S for Soil)15 If Soil Subgrade, CBR of Subgrade (%) = 3 Ste= E α t C =temperature stresses in the edge region, Kg/cm 2





∴ Equvalent Std.Axles/Day (ESAL) = 3.5X760 = 2660 L/I = 5.350Direction Distribution Factor (Df) = 25% B/l = 4.459No. of Repetitions per lane:-'=365 x 2660 x 0.25 x [ (1+0.04)5 - 1]/0.04+365 x2660 x 0.25 x [ (1+0.03)5 - 1]/0.03+ C =365 x2660 x 0.25 x [ (1+0.03)5 - 1]/0.03+ = 5155148 ESAL365 x2660 x 0.25 x [ (1+0.02)5 - 1]/0.02 = 5.1551 MSAL (Million std.axles) C = 0.82







STEP 1: DESIGN DATA



Single Axle Loads


STEP 4:

Tandem Axle Loads





5 ANNE3-8rigid-pavement-road32 Input Factors

ANNEXURE-3.8Rigid Pavement Design, Road 32 sheet 2/2

DPR of Roads in Nanded Waghala City- Road NO.32 DESIGN OF PLAIN JOINTED RIGID PAVEMENT ( FOR THICKNESS = 30cm) 2 of 2






2 18 21.6 10800 23.188 21.706 19.000 44.83 UNSAFE 0.54 0 1225917 0.00h = pavement thickness in cm. 3 16 19.2 9600 22.295 20.924 17.000 42.83 UNSAFE 0.49 0 INFINITE 0.00µ = poissons ratio for concrete 4 14 16.8 8400 21.334 20.101 15.500 41.33 OK 0.44 76,296 INFINITE 0.00E = moduls of elasticity of concrete 5 12 14.4 7200 20.288 19.228 13.000 38.83 OK 0.38 153,108 INFINITE 0.00k = modulus of subgrade reaction 6 10 12 6000 19.132 18.294 11.500 37.33 OK 0.32 581,501 INFINITE 0.00l = radius of relative stiffness, cm. 7 <8 9.6 4800 17.826 17.279 9.000 34.83 OK 0.26 4,344,243 INFINITE 0.00



b = radius of equivalent distribution of pressure 11 24 28.8 7200 20.288 19.228 11.500 37.33 OK 0.38 0 INFINITE 0.00= a for a/h > 1.724 12 20 24 6000 19.132 18.294 9.500 35.33 OK 0.32 0 INFINITE 0.00= (1.6 a2+ h2)1/2 - 0.675 h for a/h < 1.724 13 16 19.2 4800 17.826 17.279 8.000 33.83 OK 0.26 792,862 INFINITE 0.00






Corner Stress = 11.1575 kg/Cm2 <44.27 <9 84.27% 8T <14 84.62% 6Ttherefore OK


For Consultin Engineering Services (I) Pvt.Ltd. 14T 1.48% 200.00% say=200 NA12T 2.97% 198.52% say=199 NA10T 11.28% 195.55% say=196 NA8T 99.65% 184.27% say=184 NA6T 84.62% 84.62% say=85 8 8 T


=31cm


a b Total* Stress

Sl. No.

Axle Load (AL)

TonnesFatigue Life Fatigue Life

Consumed


(AL) x (LSF)

Wheel Load (P)

Stress Ratio


Edge Stress

(σ) from chart

(SR) - 0.4325


0.9718 - SR0.0828



Single Axle Loads

Log10 N =



Load


Load


4.2577

6 ANNE3-8rigid-pavement-road32 Westergards equation

ANNEXURE-3.8Rigid Pavement Design, Road 1(Sheet 1/2)





TonnesExpected


TonnesExpected

Repetitions


(ESAL) x (IV)5 Coefficient of Thermal Expansion of Concrete (α) = 1.0E-05 /oC (Cl.4.7.3- IRC-58) 19-21 0.00% 34-38 0.00% 20 0 36 06 Tyre Pressure (q) = 8 Kg/cm2 (Cl.4.2- IRC-58) 17-19 0.00% 30-34 0.00% 18 0 32 07 Rate of Increase of Traffic for every 5 year (r) = 4% 3% 3% 2% 15-17 0.00% 26-30 0.00% 16 0 28 08 Spacing of Contraction Joints (L) = 450 Cm 13-15 0.00% 22-26 0.00% 14 0 24 09 Width of Slab (B) = 345 Cm 11-13 2.12% 18-22 0.00% 12 49,612 20 0

10 Present Traffic Volume = 1208 ESAL/Day 9-11 10.11% 14-18 0.00% 10 236,591 16 011 Design Life of Pavement = 20 Years <9 87.77% <14 100.00% <10 2,053,963 <16 2,340,16612 Number of Lanes/ Carriageway = 2 Total 100.00% Total 100.00%13 Dual Carriageway (Y/N) = Y ITERATIONS FOR STRESS CALCULATIONS :- 14 Type of Subgrade = S (R for Rocky & S for Soil)15 If Soil Subgrade, CBR of Subgrade (%) = 3 Ste= E α t C =temperature stresses in the edge region, Kg/cm 2





∴ Equvalent Std.Axles/Day (ESAL) = 3.5X345 = 1208 L/I = 5.350Direction Distribution Factor (Df) = 25% B/l = 4.102No. of Repetitions per lane:-'=365 x 1208 x 0.25 x [ (1+0.04)5 - 1]/0.04+365 x 1208 x 0.25 x [ (1+0.03)5 - 1]/0.03+ C =365 x 1208 x 0.25 x [ (1+0.03)5 - 1]/0.03+ = 2340166 ESAL365 x 1208 x 0.25 x [ (1+0.02)5 - 1]/0.02 = 2.3402 MSAL (Million std.axles) C = 0.82







STEP 1: DESIGN DATA



Single Axle Loads


STEP 4:

Tandem Axle Loads





1 ANNEX3-8rigid-pavement-road1 Input Factors

ANNEXURE-3.8Rigid Pavement Design, Road 1, Shee t2/2

DESIGN OF PLAIN JOINTED RIGID PAVEMENT ( FOR THICKNESS = 30cm) 2 of 2






2 18 21.6 10800 23.188 21.706 19.000 44.83 UNSAFE 0.54 0 1225917 0.00h = pavement thickness in cm. 3 16 19.2 9600 22.295 20.924 17.000 42.83 UNSAFE 0.49 0 INFINITE 0.00µ = poissons ratio for concrete 4 14 16.8 8400 21.334 20.101 15.500 41.33 OK 0.44 0 INFINITE 0.00E = moduls of elasticity of concrete 5 12 14.4 7200 20.288 19.228 13.000 38.83 OK 0.38 49,612 INFINITE 0.00k = modulus of subgrade reaction 6 10 12 6000 19.132 18.294 11.500 37.33 OK 0.32 236,591 INFINITE 0.00l = radius of relative stiffness, cm. 7 <8 9.6 4800 17.826 17.279 9.000 34.83 OK 0.26 2,053,963 INFINITE 0.00



b = radius of equivalent distribution of pressure 11 24 28.8 7200 20.288 19.228 11.500 37.33 OK 0.38 0 INFINITE 0.00= a for a/h > 1.724 12 20 24 6000 19.132 18.294 9.500 35.33 OK 0.32 0 INFINITE 0.00= (1.6 a2+ h2)1/2 - 0.675 h for a/h < 1.724 13 16 19.2 4800 17.826 17.279 8.000 33.83 OK 0.26 0 INFINITE 0.00






Corner Stress = 11.1575 kg/Cm2 <9 87.77% 8T <14 100.00% 6Ttherefore OK


For Consultin Engineering Services (I) Pvt.Ltd. 14T 0.00% 200.00% say=200 NA12T 2.12% 200.00% say=200 NA10T 10.11% 197.88% say=198 NA8T 87.77% 187.77% say=188 NA6T 100.00% 100.00% say=100 NA 8 T


=31cm


a b Total* Stress

Sl. No.

Axle Load (AL)

TonnesFatigue Life Fatigue Life

Consumed


(AL) x (LSF)

Wheel Load (P)

Stress Ratio


Edge Stress

(σ) from chart

4.2577(SR) - 0.4325


0.9718 - SR0.0828


DPR of Roads in Nanded Waghala City- Road NO.1


Single Axle Loads

Log10 N =



Load


Load


ANNEX3-8rigid-pavement-road1 Westergards equation 2

Improvement Proposal For Roads in Nanded City Annexure 3.10

Sr. No.

Road No.

Name of Road Length (km)

DP Width

(m)

Land Use

CD Works/Struct

ures

Remarks

Carriageway

Paver Block Paved Shoulder

Footpath

Landscaping

1 1Railway Station to Vazirabad Police Station

0.750 1) From 0-750 (1.5(p)+7(BT )+1.5(p)+2 (fp))

2 4 0.6 7.5 0 0 1.2 0 18.00 Urban BT-Fair Rigid 4 3 PQC-300 DLC-150

- -

2 2

Vazirabad Police Station Gurudwara Gate No.1

0.540 1) From 0-100 (1.5(up)+7(BT )+1.0(p) 2) From100-540 (2.5(up)+5.4-7(CC )+2.5(p)

2 4 0.60 6.00 0.00 0.00 1.20 0.00 15.00 Urban BT-Fair, Rigid-Fair

Rigid 1 3 PQC-300 DLC-150

- -

3 3

Gurudwara Gate No. 1 to Keli Market (upto Crusher road/Ambedkar Chowk)

0.762 1)From 0-300, 11-16 (CC) 2)From 300-762 5.4-7 (CC)

2-4 4 0.60 7.50 0.00 0.00 1.20 0.00 18.00 Urban Rigid, Fair-Poor

Rigid 3 5 PQC-300 DLC-150, Overlay-275

Slab Culvert 2*2.8 x 2.0

-

4 4

Keli Market (Ambedkar Chowk) to Barki Chowk

0.307 1) From 0-297(1.0(dr)+0.5(p)+5.5(BT)+0.5(p)+1.0(dr)) 2)From 297-307 (1.0(dr)+6.5(MT)+1.0(dr)),

1.5-2 4 0.60 7.50 0.00 0.00 1.20 0.00 18.00 Urban BT-Fair Flexible - 3 BC-40, DBM-60 WMM-275

- -

5 5Barki Chowk to Darbar Masjid Chowk to Navghat

0.769 1) From 0-110 & 550-769 (0.5(dr)+5(BT)+0.5(dr)), 2) From 110-550 (0.5(dr)+4-

1.5 4 0.60 6.00 0.00 0.00 1.20 0.00 15.00 Urban BT-Fair, Rigid-Bad

Rigid - 3 PQC-300 DLC-150

- Median by edge marking. No barrier.

6 6Darbar Masjid Chowk to Fort 0.265 Missing Link - 2 0.00 3.75 1.50 0.00 1.50 2.25 18.00 Urban Missing Link Flexible - 3 BC-40,

DBM-60 WMM-275

- -

7 7

Regional Workshop to Mutha Chowk

3.351 1) From 0-551 (1.5(up)+12.5(BT )+1.5 (up)) 2) From 551-2400 (3.0(up)+7.5(BT )+0.5(m)+7.5(BT)+3.5 (up)) 3) From 2400-3351 (3.0(fp)+8.5(BT )+0.3(m)+8.5(BT)+3.0 (fp)

4 6 1.2 7.5 2.4 0 1.5 0 24.00 Urban BT-Fair Rigid 2 3 PQC-300 DLC-150

Slab Culvert 3.5 x 1.4

-

8 8

Mutha Chowk to Mahaveer Chowk to Tower Barki Chowk to Degloor Naka

2.903 1) From 0-1860 (1.5(p)+7(BT )+1.5 (p)) 2) From 1860-2903 (1.5(up)+5(BT )+1.5(up))

4 6 1.2 7.5 2.4 0 1.5 0 24.00 Urban BT-Poor Rigid 1 3 PQC-300 DLC-150

1 No. Pipe Culvert (2 x 900 φ )

-

9 9

Degloor Naka (with a ROB Maltekdi Railway Station) to Hingoli Road

3.830 Missing Link - 6 1.2 10.5 2.4 0 1.5 0 30.00 Urban Missing Link Flexible 28 3 BC-40, DBM-140 WMM-250

4 Nos. Pipe Culvert (1000 φ ) & 2 Nos. Pipe Culvert (2 x 1000 φ )

-

10 10

Mutha Chowk to Govardhanghat (with a bridge on Godavari) to Latur Road (thru Kautha)

2.790 1) From 0-660 (0.5-1.5(up)+5-7(BT)+0.5-1(up), 2) From 660-2150 missing link

1.5-2 6 1.20 7.50 1.50 0.00 1.50 0.00 24.00 Urban BT-Fair a) missing linkwith new Flexible crust

- 3 BC-40, DBM-150 WMM-275

5 Nos. Pipe Culvert (1200 φ )

-

11 11Gurudwara Parikrama-II 0.278 1) From 0-278 Missing Link - 2 0.00 3.75 1.25 0.00 2.50 0.00 15.00 Urban Rigid-Bad Flexible - 4 BC-40,

DBM-80 WMM-250

- Near Gurudara

Existing Lane Configuration

Traffic (MSA)

CrustDesign CBR

Adopted

Configuration No.of Lanes

Existing and Its Condition

Proposed

Proposed Pavement Crust as PerTraffic & CBR

IMPROVEMENT PROPOSAL FOR ROADS IN NANDED CITY

PavementProposed Lane Cofiguration

On both sides of center line Lane Requirem

ent as perYear

2026

Median

ANNE3-10 IMPROVEMENT PROPOSAL 18-07 5/9 Improvement Proposal Of Roads in Nanded City


Sr. No.

Road No.


DP Width

(m)

Land Use

CD Works/Struct

ures

Remarks

Carriageway


Footpath

Landscaping


Traffic (MSA)

CrustDesign CBR

Adopted



Proposed




ent as perYear

2026

Median

12 12

Baryam Singh Wine shop Gurudwara Gate No. 2 to Yatri Niwas

0.417 1) From 0-220 (2.0(up)+2-7.8(CC)+2(up), 2) From 220-417 (1.25(p)+5(BT)+1.25(p))

1.5-2 2 0.00 3.75 1.50 0.00 2.50 1.25 18.00 Urban Rigid-Bad, BT-Fair

Flexible 1 4 BC-40, DBM-80 WMM-250

- -

13 13

Chikhalwadi Road to Bhagat Singh Road

0.667 1) From 0-250 (5(MT), 2) From 250-580 (1.5(up)+5.5(BT)+1.5(up) 3) From 580 -670 (1.5(up)+5.5(CC)+1.5(up))

1-1.5 2 0.00 3.75 1.25 0.00 2.50 0.00 15.00 Urban Rigid-Bad Flexible 7 4 BC-40, DBM-80 WMM-250

-

14 14

Chikalwadi Road to Bhagat Singh Road to Crusher Road

0.978 1) From 0-570 (3(up)+3.5(BT)+3(up), 2) From 570-978 missing link

1 2 0.00 3.75 1.50 0.00 2.50 1.25 18.00 Rural BT-Bad Flexible 8 3 BC-40, DBM-60 WMM-275

Existing Pavement to be replaced by new crust.

15 15Gurudwara Gate No. 3/4 to Bhagat Singh Road

0.156 1) From 0-156 (1.0(up)+3.0(BT)+1.0(up)),

1 2 0.00 3.75 1.25 0.00 2.50 0.00 15.00 Urban BT-Bad Flexible - 4 BC-40, DBM-80 WMM-250


-

16 16Gurudwara Gate No. 4 (Parikrama) to Gurudwara Road (Lohar Galli C.C.

0.420 1) From 0-160 (5-5.5( CC)) 2) From 160-420 (Missing Link)

0.5 2 0.00 3.75 1.25 0.00 2.50 0.00 15.00 Urban Rigid-Bad Rigid - 4 PQC-300 DLC-150


17 17

Gurudwara Gate No. 1 to Dena Bank to Nagina Ghat (Partially pedestrian road)

0.719 1) From 0-350 (2(up)+7(MT)+2(up)), 2) From 350-719 (6.0-10.6(CC))

1.5-2 2 0.00 3.75 1.50 0.00 2.50 4.25 24.00 Urban Rigid-Bad Rigid 6 4 PQC-300 DLC-150

- 5.25 is for Parking

18 18Gandhi Statue to Mahaveer Chowk

0.238 1) From 0-238 (0.3(dr)+1.0(up)+7(BT)+1(up)+0

2 6 0.60 7.50 0.00 0.00 1.20 0.00 18.00 Urban BT-Fair Rigid 1 3 PQC-300 DLC-150

- Refer Notes

19 19

Hingoli Gate (RUB) to Forest Office to Banda Ghat

1.833 1)From 0-800 Proposed ROB 2) From 800-1160 (1(p)+7(BT)+0.6(m)+7(BT)+1(u)), 3) From1160-1400 10(BT)), 4) From1400-1838 Missing Link),


Proposed Slab Culvert 4.0 X 4.0

Proposed ROB ( Ch.0+200 to 0+560)

20 22Nagina Ghat to Banda Ghat 0.380 1) From 0-340 (5.5-10.6(CC)), 1.5-3 2 0.00 3.75 1.50 0.00 2.50 2.25 20.00 Urban Rigid-Bad Flexible 3 3 BC-40,

DBM-60 WMM-275

Slab Culvert 4.0 X 4.0

-

21 23

Vazirabad Road to Banda Ghat 0.387 1) From 0-387 (1.0(up)+3.5(BT)+1.0(up)),

1 2 0.00 3.75 1.25 0.00 2.50 0.00 15.00 Urban BT-Fair Flexible - 3 BC-40, DBM-60 WMM-275

Slab Culvert 4.0 X 4.0

-

22 24

Degloor Road through C.R.C. to Gyanamata School (with an RUB or ROB Crossing Railway)

2.413 Cart Track/Missing Link - 4 0.00 3.75 1.50 0.00 1.50 5.25 24.00 Urban Cart Track Flexible 77 3 BC-50, DBM-180 WMM-275

1 No. Pipe Culvert (1200 φ ) & 1 No. Pipe Culvert (2 x 1000 φ )

Refer Notes, Slope and open drain proposed in stead of landscaping

23 26

Mahadeo Dalmill to Gorakshan Chikalwadi Road

0.529 1) From 0-120 & 300-529 Missing Link 2) From 120-300 (1.0(up)+3.5(BT/CC)+1.0(up)),

1 2 0.00 3.75 1.50 0.00 1.50 8.25 30.00 Urban BT-Bad Flexible - 3 BC-40, DBM-80 WMM-275

- -

24 27

Dr Savrikar Building to Navghat

0.797 1) From 0-660 (4-6.3(CC)), 2) From 660-797 (5(BT)),

1.5-2 2 0.00 3.75 2.25 0.00 1.50 0.00 15.00 Urban Rigid-Bad Flexible 12 3 BC-40, DBM-110 WMM-275

- -



Sr. No.

Road No.


DP Width

(m)

Land Use

CD Works/Struct

ures

Remarks

Carriageway


Footpath

Landscaping


Traffic (MSA)

CrustDesign CBR

Adopted



Proposed




ent as perYear

2026

Median

25 28

Bafna Petrol Pump to Old Mondha to New Bridge on Godawari

1.399 1) From 0-980 & 1070-1399 (0.6(up)+14(BT)+0.6(up)), 2) From 980-1070 (1.5-2(up)+5.5-10(BT)+1.5-2(up)),

4 6 0.60 7.50 0.00 0.00 1.20 0.00 18.00 Urban Rigid-Fair Rigid 12 4 PQC-300 DLC-150


-

26 28A

Khalsa RUB Approaches 0.663 1)From 0-200 (1.5(up)+5.5(BT)+1.5(up)), 2)From 200-663 (1.0(up)+5.0(MT)+1.0(up)),

2 4 0.00 3.75 2.25 0.00 1.50 0.00 15.00 Urban Rigid-Fair Flexible 12 3 BC-40, DBM-110 WMM-275

- -

27 29

Crusher Road (from Degloor Road) to Keli Market (Ambedkar Chowk)

0.798 1) From 0-200 (1.0(dr)+1.5(up)+7(BT)+1.5(up)+1.0(dr)), 2) From 200-798 (1.5(up)+7(MT)+1.5(up)),

2 2 0.00 3.75 1.50 0.00 1.50 2.25 18.00 Urban Metal Road, BT-Fair


- -

28 30Latur Road to Milk Dairy 1.546 1) From 0-1340 (1.5(up)+

4(BT))+1.5(up)), 2) From1340-1546 (MT)

1 2 0.00 3.75 1.50 0.00 1.50 2.25 18.00 Rural BT-Fair Flexible 25 3 BC-40, DBM-130 WMM-275


2.25m Is for open drain

29 31

Navghat Bridge to Milk Dairy (Latur Road)

0.975 1) From 0-400 (1.50(up)+3.5(BT)+1.5(up)), 2) From 400-975 6.5(MT))

1-2 2 0.00 3.75 0.00 1.50 1.50 8.25 30.00 Rural Metal Road, BT-Fair



8.25m Is for slope and open drain

30 32

Airport (Forest Naka) to Chhatrapati Nagar

3.954 1) From 0-1000 (2.25(up)+1-1.2(p)+7(BT)+1-1.2(p)+2.25 (up)), 2) From 1000-2400 2.25(up)+2.5(p)+7(BT)+2.5(p)+2.25 (up)), 3) From 2400-3954 (1-1.5(up)+7(BT)+1-1.5 (up)),


4 Nos. Pipe Culvert (1000 φ ) & 2 Nos. Pipe Culvert (2 x 1000 φ )

-

31 33 4 0.00 0.00 Flexible -

32 34Pawdewadi Naka to Rest House

1.062 1) From 0-80(missing link) 2) From 80-1062 (1.50(up)+3.5-5.5(BT)+1.5(up)),

1.5-2 2 0.00 3.75 1.50 0.00 1.50 2.25 18.00 Urban BT-Fair, Flexible 1 3 BC-40, DBM-60 WMM-275

- -

33 35

Shivajinagar ROB to Nasratpur 2.569 1) From 0-820 (0.5(up)+5.5-10(BT)+0.5 (up)), 2) From 820-2200 (1.5(up)+7.5(MT)+1.5(up) 3)From 2200-2569 (missing link)

2 2 0.00 3.75 2.25 0.00 1.50 0.00 15.00 Urban BT-Fair, Rigid-Bad for Pedestrian only

Flexible - 3 BC-40, DBM-60 WMM-275

1 No. Pipe Culvert (3 x 1000 φ ), 1 No. Pipe Culvert (1200 φ ) & 1 No. Pipe Culvert (2 x 1200 φ )

-

34 37Shivaji Statue (Thru Z.P. Girls School) to Degloor Road

0.520 1) From 0-300 Missing Link 2) From 300-520 (3.0(CC)),

1 4 0.00 6.30 0.00 0.00 1.20 0.00 15.00 Urban Rigid-Bad Flexible 6 3 BC-40, DBM-80 WMM-275

- -

35 38a

Part of Western bypass (Southern Part inclu. Bridge)

3.154 1) From 0-1060 (1.50(up)+5.5-7.0(BT)+1.5(up)), 2) From 1060-3900 (cart track/missing link)

1.5 2 0.00 3.75 1.50 0.00 1.50 8.25 30.00 Rural BT Good 1) Overlay of BC 40 mm 2) Flexible new crust

- 3 BC-40, DBM-160 WMM-275





Sr. No.

Road No.


DP Width

(m)

Land Use

CD Works/Struct

ures

Remarks

Carriageway


Footpath

Landscaping


Traffic (MSA)

CrustDesign CBR

Adopted



Proposed




ent as perYear

2026

Median

36 39

Anand Nagar Road 2.117 1) From 0-460 (1.50(up)+14-15(BT)+1.5), 2) From 460-2117 (1.50(up)+7(BT)+1.0(m)+7(BT)+1.5(up)),

4 6 1.20 10.50 2.40 0.00 1.50 0.00 30.00 Urban BT-Fair, a) Overlay on old pavement b)widening with new crustFlexible

6 5 BC-40, DBM-80 WMM-225

- -

37 40

Bhagyanagar to Yashwant College to Railway Station

2.052 1) From 0-100 (1.5(up)+7(BT)+1.5 (up)), 2) From 300-900 and 1100-2052 (1.5(up)+10(BT)+1.5(up) 3) From 100-300 & 900-1100 (2.5(up)+15(BT)+2.5(up)

2 6 1.20 7.50 1.40 0.00 1.50 0.00 22.00 Urban BT Good a) Overlay on old pavement b)widening with new crustFlexible

2 4 BC-40, DBM-60 WMM-250

Slab Culvert 2*2.25 x 1.5

-

38 41

Gakul Dairy to Degloor Road Junction

1.878 1) From 0-1878 (2.5(up)+10-11(BT)+2.5(up)),

3 4 1.20 7.50 1.50 0.00 1.50 3.90 30.00 Rural BT-Fair, a) Overlay on old pavement b)widening with new crustFlexible

30 5 BC-40, DBM-140 WMM-250

1 No. Pipe Culvert (1200 φ ) & 1 No. Pipe Culvert (2 x 1200 φ )


39 42

Degloor Road Junction to Old Godawari river bridge

1.256 1) From 0-1160 (1.0-2.0(up)+7-9.9(BT)+1.0-2.0(up)),

2 4 1.20 7.50 1.50 0.00 1.50 3.90 30.00 Rural BT-Fair, a) Overlay on old pavement b)widening with new crustFlexible

67 5 BC-50, DBM-150 WMM-250



Total Length 50.422

Notes:1) As per discussion with Collector, NWMC on 02/0/06,roads of no.1,2,3,5,7,8,16,17,18,19,28,28A,32 are proposed as Rigid Pavement.2) Total length of rigid pavement is 18.306 Km.3) Minimum Pavement crust is proposed for Road No. 4,5,6,15,16,23,26 & 35 as there will be no commercial traffic expected4) On Road No. 38A at present there is less commercial traffic.However pavement is designed for traffic of 50 MSA as Road No. 38A is part of Western bypass5) As Road No. 11, 12, 13 & 15 are part of Parikrama, Pavement is designed for 4% CBR , 7 MSA.

Abbreviation :

BT : Bituminous TopCC: Cement Concrete Roadup: Unpaved Shoulderp: Paved ShoulderMT: Metal Roaddr: Drain


Project : DPR for Development of Nanded City Roads Under JNNURM Annexure 4.1Life Cycle Cost Analysis

LIFE CYCLE COST ANALYSIS

A ) Life Cycle Costing of Flexible Pavement

I) Initial Cost

Cost/km Length (m) Thickness(mm) Width(m) Rate (Rs)1,181,880 1000 40 7 4221/Cu m3,452,540 1000 140 7 3523Cu m

820,750 1000 250 7 469/Cu m593,600 1000 200 7 424/Cu m506,800 1000 200 7 362/Cu m112,000 1000 1 Coat 7 16/Sq m126,000 1000 2 Coats 7 9/Sq m

6,793,570

Investment Cost

Construction Cost (Rs.)Year #@11%

1st 3,396,785 3,396,785 2nd 3,396,785 3,060,167

Total 6,793,570 6,456,952

II) Overlay Cost

Overlay shall be provided at every 10 th year

Cost/km Length (m) Thickness(mm) Width(m) Rate (Rs)1,181,880 1000 40 7 4221/Cu m

975,100 1000 50 7 2786/Cu m975,100 1000 50 7 2786/Cu m

3,132,080

Overlay Initial Cost (Rs)#@11%

1,702,106 Total 3,132,080 1,702,106

III) Maintainance Cost

Periodic Maintenance in every 5 years by roviding BC of 40 mmCost/km Length (m) Thickness(mm) Width(m) Rate (Rs)

1,181,880 1000 40 7 4221/Cu m

Year Cost#@11%

Total 2,363,760 1,968,545 - -

5th

10th

15th

3,132,080 10th Year

Pavement Crust

Profile Correction Course (BM)

BC

Initial Cost

1,181,880

1,181,880

1,181,880

Initial Cost

Overlay CrustBCBM

GSBIGSBIIPrime CoatTack Coat

Pavement CrustBCDBMWMM

1,897,362

Inflated [email protected]%

6,902,993

1,719,256.21

2,246,999.10

2,936,737.96

882,250 828,094

5,954,734 1,528,432

576,749

427,719

642,284

498,167

Inflated [email protected]%

5,954,733.94

Discounted Cost(Rs)

715,963

1,897,362

6,429,629

3,087,986

1,782,172 2,179,231

#@12% #@10%

1,528,432

#@12% #@10%

777,704

581,018

Discounted Cost (Rs.)#@12%

3,032,844

Discounted Cost(Rs)

#@10%

3,396,785

6,484,771

3,396,785

Detailed Project Road

Sheet 1 of 24August 2006


Total Life cycle Cost of Flexible Pavement

Life Cycle Cost#@11%

Initial Cost 6,456,952 Maintenance Cost 1,968,545 Overlay 1,702,106 Total 10,127,603

B) Life Cycle Costing for Unreinforced Jointed Concrete Pavement

I) Initial Cost

Cost/km Length (m) Thickness(mm) Width(m) Rate (Rs)6,350,400 1000 300 7 3024/Cu m1,074,150 1000 150 7 1023/Cu m

593,600 1000 200 7 424/Cu m506,800 1000 200 7 362/Cu m

8,524,950

Year of Construction Ori. cost1st 4,262,475 #@11%2nd 4,262,475 4,262,475 Total 8,524,950 3,840,068

8,102,543

II) Maintainance Cost

A)Joint Sealing

50 % of the joint sealants are to be replaced in every 5 yearJoint LengthContraction Joint length 1556 mLongitudinal Joint length 2000 m

Length to be replaced every 5 yearsContraction Joint 778 mLongitudinal Joint 1000 m

Joint Seals (Preformed Seals)Unit Quantity Rate Cost

Contraction Joint m 778 20 15560Longitudinal Joint m 1000 20 20000

Total 35560

Repairs for Concrete Spalling Sq m 9.47 3000 28410Re-texturing Sq m 8000 80 640000

Initial Cost

GSBIGSBII

Pavement CrustPQCDLC

12,289,410

Inflated Cost @5.5% Discounted Cost

6,902,993

Discounted Cost#@12% #@10%

4,262,475 4,262,475

8,068,256

6,484,771

3,874,977 8,137,452

9,740,233

3,805,781

10,561,365

2,179,231

Original Cost

5,954,734 1,782,172 6,429,629

#@10%#@12%6,793,570 2,363,760 3,132,080 1,528,432 1,897,362




Cost 35560

Year Cost Inflated [email protected]% #@12% #@11% #@10%

5th 35,560 51,728.39 23,399 24,915 26,545

10th 35,560 67,606.94 17,353 19,325 21,542

15th 35,560 115,482.42 16,819 19,590 22,848

Total 106,680 234,818 57,572 63,830 70,934

Concrete Spalling

0.5% of Joint length for a width of .50m in every 10 years

10th year spalling concrete =9.465 Sqm

Cost = 33600

Year Cost Inflated [email protected]% #@12% #@11% #@10%

10th 33,600 33,600 8,624 9,604 10,706

Total 33,600 33,600 8,624 9,604 10,706

Surface Texture

1 Times in 20 years ie at 12th year

Cost = 640,000

Discounted CostYear Cost Inflated Cost #@12% #@11% #@10'%

12th 640,000 640,000 130,957 148,477 168,532

Total 640,000 640,000 130,957 148,477 168,532

Life Cycle Cost for Unreinforced Jointed Concrete Pavement

Discounted CostStages Ori.Cost Inflated Cost #@12% #@11% #@10%

Initial Cost 8,524,950 8,068,256 8,102,543 8,137,452

Maintenance cost

Joint sealing 106,680 234,818 57,572 63,830 70,934

Conc. Spalling 33,600 33,600 8,624 9,604 10,706

Texturing 640,000 640,000 130,957 148,477 168,532

Total 9,305,230 908,418 8,265,409 8,324,453 8,387,624

Discounted Cost




COMPARISON

Pavement Type

A) Flexible

Life Cycle Cost

Stages

Initial Cost

Maintenance Cost

Overlay

Total

B) Concrete

Stages

Initial Cost

Maintenance cost

Joint sealing

Conc. Spalling

Texturing

Total 8,265,409

9,604

148,477

8,387,624 8,324,453

8,068,256

8,624

168,532

Ori.Cost

8,524,950

106,680

33,600

640,000

9,305,230

8,137,452

1,968,545 1,782,172

1,702,106 1,897,362

2,179,231

1,528,432

10,561,365

130,957

10,706

57,572 70,934

8,102,543

63,830

Original Cost Discounted Cost

6,793,570 12% 11% 10%

6,429,629 6,456,952

2,363,760

6,484,771

#@12% #@11% #@10%Discounted Cost

3,132,080

12,289,410 9,740,233 10,127,603



nanded waghala city municipal corporation, nanded

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