436517-1 s+s design exception - vertical clearance 2017-05-01 · 2017-08-22 · this project...

Submittal/Approval LetterTo: Patrick Muench, P.E. Date: May 1, 2017 Turnpike Design Engineer

Financial Project ID: 436517-1-52-01 & 436517-3-52-01 New Construction ( ) RRR ( )Federal Aid Number: Not ApplicableProject Name: Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM169.320State Road Number: 91 Co./Sec./Sub.: 94/470/000Begin Project MP: 153.230 End Project MP: 169.320 Full Federal Oversight: Yes ( ) No ( )Request for: Design Exception ( ), Design Variation ( )

Community Aesthetic Feature: Conceptual ( ), Final ( )Re-submittal: Yes ( ) No( ) Original Ref# - -

Requested for the following element(s):( ) Design Speed ( ) Lane Width ( ) Shoulder Width ( ) Cross Slope( ) Design Loading Structural Capacity ( ) Vertical Clearance ( ) Maximum Grade ( ) Stopping Sight Distance( ) Superelevation ( ) Horizontal Curve Radius ( ) Other

This project consists of resurfacing and safety improvements for the Florida’s Turnpike Mainline (SR 91) from MM 153.230 to MM 169.320, County Mile Post 15.078 County Mile Post 31.168, in St. Lucie County (94470-000) for a total length of 16.090 miles. The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders, and the paved median openings. Safety improvements will include construction of ground-in rumble strips, repair of all guardrail openings for maintenance access and adjustment or replacement of guardrail as necessary, cross slope correction to meet governing criteria, shoulder drop-off correction along the edge of pavement, replacement of non-compliant signing within the project limits, bridge deck repair at the L-20 and Angle Road/Belcher canal bridges, bridge railing retrofit at the Picos Road, CR 68, and Minute Maid Road overpass bridges, and repairs to the existing box culverts and farm crossings.

SR 91 is classified as a Rural Principal Arterial – Expressway and is part of the National Highway System (NHS) and the State Highway System (SHS). SR 91 is also a Strategic Intermodal System (SIS) Corridor with a Limited Access Right-of-Way of 400 feet. The corridor has a posted and design speed of 70 MPH. The existing typical section is a four-lane, divided, rural facility with two 12 ft. lanes, an 8 ft. inside shoulder with 4 ft. paved, and a 12ft. outside shoulder with 10 ft. paved, in each direction. The northbound and southbound roadways are separated by a 40-ft. median. An existing median double-faced guardrail with rub rail, predominantly located adjacent to the southbound inside shoulder, runs along the median within the project limits. In some locations, such as the segment between the Belcher Canal and L-20 Canal bridges, standard guardrail is located adjacent to the median shoulders and the outside shoulders for the northbound and southbound directions.

There are seven bridges within the project limits, four of which are a part of SR 91 Mainline. The SR 91 northbound and southbound travel ways have separate bridges at the Belcher canal and the L-20 canal crossings. Structure Nos. 940057 and 940073 cross Angle Road and Belcher Canal, and Structure Nos. 940058 and 940083 cross over the L-20 Canal. The remaining bridges on the project are the three overpasses across SR 91 at Picos Road (Structure No. 940055), County Road 68 (Structure No. 940056), and Minute Maid Road (Structure No. 940059).

The existing vertical clearances at the Picos Road crossing over SR 91 (Structure No. 940055) of 15’-8¼” on the northbound side, and 15’-10 1/8” on the southbound side, do not meet the governing AASHTO or FDOT criteria. In addition, the Minute Maid Road overpass (Structure No. 940059) across southbound SR 91 has an existing vertical clearance of 15’-10 5/8” which also is below the minimum AASHTO or FDOT vertical clearance requirements. As required by Table 25.5.1 of the Turnpike Plans Preparation and Practices Handbook (TPPPH), the vertical clearances were evaluated against the Plans Preparation Manual (PPM) Chapter 25 requirements for a final determination whether a design exception is needed, however, PPM Chapter 25 does not provide any additional criteria regarding vertical clearance. Therefore, in accordance with TPPPH Table 25.5.1, a Design Exception is required for these bridges to remain in place without any improvements.

The County Road 68 overpass (Structure No. 940056) has sufficient vertical clearance to meet AASHTO and FDOT minimum vertical clearance requirements of 16’-0”.

Three of the SR 91 mainline bridges (Structure Nos. 940057, 940083, and 940058) are compliant with FDOT vertical clearance requirement of 16’-0”, as well as the AASHTO requirement of 14’-0”, for local roads passing under bridges. With an existing vertical clearance of 15’-9 ¾”, the northbound SR 91 mainline bridge over Angle Road/Belcher Canal (Structure No. 940073) is compliant with the AASHTO requirement; however, it does not meet the FDOT minimum vertical clearance criterion. Therefore, a Design Variation, which has been applied for under a separate cover, will be required to maintain the bridge as is, without any improvements.

The reconstruction of the facilities at Picos Road and Minute Maid Road to achieve a vertical clearance meeting the FDOT new construction criteria will increase the construction cost significantly as well as impacting the construction duration and schedule. Furthermore, FTE’s customers would be impacted by the extended construction duration. Increasing the vertical clearance will negatively impact the budget and the schedule, however, since there are no documented collisions with the referenced structures, the benefit/cost ratio for providing the improvements will be zero. No quantifiable benefit in terms of safety, operational performance, or level of service can be derived from implementing the improvements discussed in this report. Furthermore, maintaining the current vertical clearances will eliminate any negative impacts on environmental concerns, community considerations, budget, or schedule. Therefore, the approval of this Design Exception is requested for the two bridge crossings over SR 91 at Picos Road and Minute Maid Road to remain in place without any improvements.

Recommended by:

Date 5/1/2017Houman Assari, P.E., Responsible Professional Engineer

Approvals:

Date Date Patrick Muench, P.E., Turnpike Design Engineer Russ Snyder, P.E., Turnpike Structures Design Engineer

N/A Date N/A Date Michael Shepard, P.E., State Roadway Design Engineer State Structures Design Engineer

N/A Date N/A Date State Chief Engineer FHWA Division Administrator

5/11/1705/22/17

Houman Assari Digitally signed by Houman Assari Date: 2017.05.01 14:56:50 -04'00'

Russell D SnyderDigitally signed by Russell D Snyder DN: c=US, o=IdenTrust ACES Business Representative, ou=FLORIDA DEPARTMENT OF TRANSPORTATION, cn=Russell D Snyder, 0.9.2342.19200300.100.1.1=A01097C00000144FEE2E1C900002D8F Date: 2017.05.11 08:09:25 -04'00'

Patrick Muench

Digitally signed by Patrick Muench DN: cn=Patrick Muench, o=Florida Department of Transportation, ou=Florida's Turnpike Enterprise, [email protected], c=US Date: 2017.05.22 10:07:58 -04'00'

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Request for FTE Design Exceptions & Variations Checklist

Date:

BMP: EMP: EMP:

New Construction

District: Project Name: Project Section Exemption FPID: Requested Control Element(s):

Design Speed* Horizontal Curve Radius

Other __________

Lane Width Vertical Clearance** Superelevation

Shoulder Widths Maximum Grade Stopping Sight Distance

RRR

Design Loading Structural Capacity* Cross Slopes

*Requires supplementary review (i.e. Planning/Structures/etc)**Requires Utility Accommodation Manual (UAM) Exception Submittals

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Submittal/Approval Letter (independent file from report) Short description of project, applicable criteria and reason for variation requestApplicable signature fields, names, and titles listed

Design Exception/Variation Report Report Cover

Project Title, FPID, digital sign, seal and date Project description

General project information, typical section, begin/end milepost, county section number Include Work Mix, To – From, Objectives, Obstacles and Schedule.

Description of the variation element and applicable criteria (AASHTO and Department value or standard)

Detailed explanation of why the criteria or standard cannot be complied with or is not applicable Description of any proposed value for project and why it is appropriate

Amount and character of traffic using the facility Description of the anticipated impact on Operations, Adjacent Sections, Level Of Service, Safety, Long and Short Term Effects

Is the variation temporary or permanent? Description of the anticipated Cumulative Effects

A plan view or aerial photo of the variation location Showing right of way lines, and property lines of adjacent property.

A photo of the area. Typical section or cross‐section of variation/exception location The milepost and station location of the variation/exception Any related work programmed or in future work plans

BMP:

Florida's Turnpike Enterprise

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.32015.078

05/01/2017

31.168

436517-1-52-01 & 436517-3-52-01 ✔

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The Project Schedule Management (PSM) Project Schedule Activities submitted

< Phase I Phase I – Phase II Phase II – Phase III Phase III – Phase IV > Phase IV

Letting: All mitigating efforts

An explanation of what if any associated existing or future Limitations as a result of public or legal commitments. Description and explanation of any practical alternatives, the selected treatment and why.

Comments on the most recent 5‐year crash history Including all pertinent crash reports Is the location of the variation on the High Crash List?

Description of the anticipated Cost (Social and to the Department – Benefit/Cost) Summary Conclusions

Summary description of included support documentation such as: Location map or description Typical section Aerial or Photo logs when they best illustrate the element issues Crash History and analysis Plan sheets in the area of the variation elements Profiles in the area of vertical alignment variation elements Tabulation of pole offsets for horizontal clearance variation Applicable Signed and Sealed Engineering Support Documents

For the specified conditions the following additional documentation is required: For design speed on FIHS/SIS

Provide typical sections at mid blocks and at intersections. For lane width

Provide locations of alternative routes that meet criteria Proposal for handling drainage Proposed signing and pavement markings

For shoulder width Proposal for handling stalled vehicles Proposal for handling drainage

For bridge width Plan view of the approaching roadways Existing bridge plans (these may be submitted electronically)

For a bridge with a design inventory load rating less than 1.0 Written evaluation and recommendation by the Office of Maintenance is required Load rating calculations for the affected structure

For vertical clearance Locations of alternative routes that meet criteria

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For cross‐slopeProposal for handling drainage

Details on how the cross slope impacts intersections

For conditions that may adversely affect the roadway’s capacity

Provide the comments on compatibility of the design and operation with the adjacent sections Effects on capacity (proposed criteria vs. AASHTO) using an acceptable capacity analysis procedure Calculate reduction for design year, level of service

For superelevation Provide the side friction factors for the curve for each lane of different cross‐slope at the PC of the curve, the point of maximum cross‐slope, and the PT of the curve using the following equation. f = (V2 – 15Re)/(V2e+15R)

For areas with crash histories or when a benefit to cost analysis is requested Provide a time value analysis between the benefit to society quantified in dollars and the costs to society quantified in dollars over the life of the Exception/Variation.

Roadside Safety Analysis Program (RSAP) Historical Crash Method (HCM)

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Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320

St. Lucie County, Florida

FPID Numbers 436517-1-52-01 and 436517-3-52-01 Contract Number C9R86

VERTICAL CLEARANCE DESIGN EXCEPTION

Prepared For:

Florida Department of Transportation Florida’s Turnpike Enterprise

MAY 2017

Prepared By: Propel Engineering, Inc. 6685 Forest Hill Boulevard, Suite 205 Responsible Engineer: Greenacres, FL 33413 Houman Assari, PE Certification of Authorization No. 31050 State of Florida, Professional Engineer Vendor No. F463316950 License No. 49029

This item has been electronically signed and sealed by Houman Assari, PE on 05/01/2017 using a Digital Signature.

Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.

Houman Assari Digitally signed by Houman Assari Date: 2017.05.01 14:54:34 -04'00'

Table of Contents 1.0 Project Description ....................................................................................................................................................... 1

2.0 Description of the Design Exception ............................................................................................................................. 1 3.0 Design Criteria .............................................................................................................................................................. 3

3.1 American Association of State Highway and Transportation Officials (AASHTO) .................................................... 3

3.2 Florida Department of Transportation (FDOT) ....................................................................................................... 3 4.0 Proposed Criteria .......................................................................................................................................................... 3

5.0 Justification .................................................................................................................................................................. 4

5.1 Operational Conditions .......................................................................................................................................... 4

5.2 Crash History Analysis ............................................................................................................................................ 4 5.3 Costs ...................................................................................................................................................................... 5

5.4 Right-of-Way Impacts ............................................................................................................................................ 6

5.5 Community Impacts ............................................................................................................................................... 6 5.6 Environmental Impacts .......................................................................................................................................... 6

5.7 Mitigation .............................................................................................................................................................. 6

5.8 Alternative Route................................................................................................................................................... 7

6.0 Summary Conclusions ................................................................................................................................................... 7

APPENDICES

Appendix A: Location Map Appendix B: Typical Sections Appendix C: As-Built Plans Appendix D: Photo Log Appendix E: Traffic Data Appendix F: Crash History Appendix G: Cost Estimate Appendix H: Project Schedule

Vertical Clearance Design Exception FPID Nos: 436517-1-52-01 & 436517-3-52-01

Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from MM 153.230 to MM 169.320 1

1.0 Project Description This project consists of resurfacing and safety improvements for the Florida’s Turnpike Mainline (SR 91) from MM 153.230 to MM 169.320, County Mile Post 15.078 County Mile Post 31.168, in St. Lucie County (94470-000) for a total length of 16.090 miles. The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders, and the paved median openings. Safety improvements will include construction of ground-in rumble strips, repair of all guardrail openings for maintenance access and adjustment or replacement of guardrail as necessary, cross slope correction to meet governing criteria, shoulder drop-off correction along the edge of pavement, replacement of non-compliant signing within the project limits, bridge deck repair at the L-20 and Angle Road/Belcher canal bridges, bridge railing retrofit at the Picos Road, CR 68, and Minute Maid Road overpass bridges, and repairs to the existing box culverts and farm crossings. SR 91 is classified as a Rural Principal Arterial – Expressway and is part of the National Highway System (NHS) and the State Highway System (SHS). SR 91 is also a Strategic Intermodal System (SIS) Corridor with a Limited Access Right-of-Way of 400 feet. The corridor has a posted and design speed of 70 MPH. The existing typical section is a four-lane, divided, rural facility with two 12 ft. lanes, an 8 ft. inside shoulder with 4 ft. paved, and a 12 ft. outside shoulder with 10 ft. paved, in each direction. The northbound and southbound roadways are separated by a 40-ft. median. An existing median double-faced guardrail with rub rail, predominantly located adjacent to the southbound inside shoulder, runs along the median within the project limits. In some locations, such as the segment between the Belcher Canal and L-20 Canal bridges, standard guardrail is located adjacent to the median shoulders and the outside shoulders for the northbound and southbound directions. The project is currently scheduled for letting on 01/09/2018, with a production date of 10/06/2017. There are currently no major obstacles to meeting this schedule. The project schedule is included in Appendix H of this document. 2.0 Description of the Design Exception There are seven bridges within the project limits, four of which are a part of SR 91 Mainline. The SR 91 northbound and southbound travel ways have separate bridges at the Belcher canal and the L-20 canal crossings. Structure Nos. 940057 and 940073 cross Angle Road and Belcher Canal, and Structure Nos. 940058 and 940083 cross over the L-20 Canal. The remaining bridges on the project are the three overpasses across SR 91 at Picos Road (Structure No. 940055), County Road 68 (Structure No. 940056), and Minute Maid Road (Structure No. 940059). Based on information gathered from field reviews, the design survey for the project, and review of the ERCAR and the as-built plans, the bridges were evaluated for compliance with American Association of State Highway and Transportation Officials (AASHTO), Florida Department of Transportation (FDOT) and Florida’s Turnpike Enterprise (FTE) criteria for Vertical Clearance. The results of the evaluation have been summarized in Table 2.1. The existing vertical clearances at the Picos Road crossing over SR 91 (Structure No. 940055) of 15’-8¼” on the northbound side, and 15’-10 1/8” on the southbound side, do not meet the governing AASHTO or FDOT criteria. In addition, the Minute Maid Road overpass (Structure No. 940059) across southbound SR 91 has an existing vertical clearance of 15’-10 5/8” which also is below the minimum AASHTO or FDOT vertical clearance requirements. As required by Table 25.5.1 of the Turnpike Plans Preparation and Practices Handbook (TPPPH), the vertical clearances were evaluated against the Plans Preparation Manual (PPM) Chapter 25 requirements for a final determination whether a design exception is needed, however, PPM Chapter 25 does not provide any additional criteria regarding vertical clearance. Therefore, in accordance with TPPPH Table 25.5.1, a Design Exception is required for these bridges to remain in place without any improvements. The Design Exception locations have been included in Appendix A of this document.



The County Road 68 overpass (Structure No. 940056) has sufficient vertical clearance to meet AASHTO and FDOT minimum vertical clearance requirements of 16’-0”. Three of the SR 91 mainline bridges (Structure Nos. 940057, 940083, and 940058) are compliant with FDOT vertical clearance requirement of 16’-0”, as well as the AASHTO requirement of 14’-0”, for local roads passing under bridges. With an existing vertical clearance of 15’-9 ¾”, the northbound SR 91 mainline bridge over Angle Road/Belcher Canal (Structure No. 940073) is compliant with the AASHTO requirement; however, it does not meet the FDOT minimum vertical clearance criterion. Therefore, a Design Variation, which has been applied for under a separate cover, will be required to maintain the bridge as is, without any improvements.

Table 2.1 – Summary of Bridge Vertical Clearances

Structure No.

Mile Marker Road Name

Minimum Required Vertical Clearance

Existing Vertical

Clearance Recommendation

AASHTO FDOT (4) FTE

940055 154.938 Picos Road over SR 91

16’-0” (1&2) 16’-0” 16’-0”

(4)

15’-8 ¼” (NB) Design Exception

15’-10 1/8” (SB)

940056 156.091 CR 68 over SR 91

16’-0” (1&2) 16’-0”

16’-2 ¾” (NB) (5) 16’-2 ¾” (NB) No Action

Required 16’-2 ¼” (SB) (5) 16’-2 ¼” (SB)

940073 157.975 SR 91 NB over Angle Road

14’-0” * (3) 16’-0” 16’-0”

(4) 15’-9 ¾” Design Variation

940057 157.975 SR 91 SB over Angle Road

14’-0” * (3) 16’-0” 16’-1 ¼”

(5) 16’-1 ¼” **Certified Survey Required

940083 158.657 SR 91 NB over Dirt Road

14’-0” * (3) 16’-0” 16’-6”

(5) 16’-6” No Action Required

940058 158.657 SR 91 SB over Dirt Road

14’-0” * (3) 16’-0” 16’-6”

(5) 16’-6” No Action Required

940059 165.420 Minute Maid Rd. over SR 91

16’-0” (1&2) 16’-0”

16’-5 ½” (5) 16’-5 ½” (NB)

Design Exception 16’-0” (4)

15’-10 5/8” (SB)

(1) AASHTO – A Policy on Design Standards – Interstate System (2005), Page 5 (2) AASHTO – A Policy on Geometric Design of Highways and Streets (2011), Section 8.2.9, Page 8-4 (3) AASHTO – A Policy on Geometric Design of Highways and Streets (2011), Section 5.2.3, Page 5-8 * Allowance for resurfacing required (4) FDOT – Plans Preparation Manual, Volume 1, Section 2.10

** Certified survey confirming the as-built minimum vertical clearance is equal to or greater than the existing vertical clearance is required

(5) FTE – Turnpike Plans Preparation and Practices Handbook, Volume 1, Chapter 2, Section 2.10



3.0 Design Criteria 3.1 American Association of State Highway and Transportation Officials (AASHTO)

A Policy on Design Standards – Interstate System – (2005) (AASHTO IS)

Bridges and Other Structures, Vertical Clearance, Page 5: “On all rural sections, the clear height of structures shall be not less than 16 ft. over the entire roadway width, including the width of paved shoulder.”

A Policy on Geometric Design of Highways and Streets (2011)

Chapter 8 – Freeways, Section 8.2.9, Vertical Clearance:

“The vertical clearance to structures passing over freeways should be at least 16 ft. over the entire roadway width, including auxiliary lanes and the usable width of shoulders with consideration for future resurfacing.”

Chapter 5 – Local Roads and Streets, Section 5.2.3, Vertical Clearance: “Vertical clearance at underpasses should be at least 14 ft. over the entire roadway width, with an allowance for future resurfacing.”

3.2 Florida Department of Transportation (FDOT) Plans Preparation Manual (PPM) (January 2017)

Volume 1, Section 2.10 – Vertical Clearance:

For any construction affecting existing roadway or railroad over roadway bridge clearances (e.g., bridge widenings or resurfacing), FDOT minimum vertical clearance is 16'-0".

Turnpike Plans Preparation and Practices Handbook (TPPPH) (March 3, 2017)

Volume 1, Section 2.10 – Vertical Clearance:

“Existing vertical clearances between 16’-0” and 16’-6” must be maintained or increased, unless otherwise approved by the Turnpike Structures Design Engineer.”

4.0 Proposed Criteria The proposed design is to allow the existing vertical clearances at Picos Road and Minute Maid Road overpasses, as identified in Table 2.1 of this document, to remain as existing.



5.0 Justification The main objective of the project is to extend the service life of the existing asphalt pavement and improve safety related features along the corridor. The proposed design provides a balance between pavement improvements and vehicular traffic operation while maintaining the safety of the traveling public.

5.1 Operational Conditions A project Traffic Data Report was provided by FTE. The Traffic Data results were as follows:

Table 5.1.1 – SR 91 Traffic Data

Two-Way AADT Trucks (DDHV) Traffic Factors

2016 2018 2038 2016 2018 2028 KSTD (%) D (%) T24 (%) DHT (%)

32,500 33,900 45,200 145 151 202 10.5 60.7 14.0 7.0 The design and posted speed within the project limits is 70 mph. The Traffic Data is included in Appendix E of this document.

The substandard vertical clearance referenced in this Design Exception is limited to two locations where Picos Road and Minute Maid Road cross over SR 91. A collision with these bridges may potentially cause delays as a result of lanes being closed and debris on the roadway. However, the substandard vertical clearances are an existing condition, therefore no increase in potential adverse impacts on the existing capacity and operation of the facility are anticipated if the vertical clearances are maintained. There are additional design elements that are not in compliance with AASHTO and FDOT criteria, namely shoulder width and cross slope/superelevation, that occur in the vicinity of the areas established for this Design Exception. However, no cumulative effects impacting the operation of the facility are expected. The capacity of the roadway is dependent on the number of lanes and the posted speed limit along the corridor, which will not change after the completion of the proposed improvements. The scope of this project is limited to milling and resurfacing, with the milling depth and resurfacing thickness being the same. There will be no increase in the elevation of the resurfaced pavement, therefore the existing vertical clearances will be maintained. Based on the analysis performed, no long or short term adverse impacts are anticipated on operations, Level of Service, or adjacent roadway sections for the areas identified in this Design Exception, which is expected to be in place through the design life of the project. SR 91 from MM 152 to MM 193 is to be evaluated for widening to by year 2035 which may ultimately impact the bridges at Picos and Minute Maid Roads. A Project Development and Environment (PD&E) study would be required, which will address the vertical clearance deficiency, prior to design and construction. 5.2 Crash History Analysis Safety considerations associated with substandard vertical clearance at the referenced locations are collisions with the bridges, and potential subsequent rear-end crashes. The most recent 5-year crash history from the years 2011 through 2015 was reviewed. The crash data is included in Appendix F of this document. This report covers crash data, field investigations, and assessments of the existing conditions along the corridor. The data provided includes the location of each crash, the type of crash, the date, and the existing conditions.



The analysis of the crash history revealed a total of 376 crashes within the project limits. A review of the crash data revealed that there were no collisions with overhead fixed objects. The maintenance and bridge inspection reports were also reviewed to determine whether any collisions and the possible cost associated with bridge repairs could be found. However, no reported repairs as a result of collisions were found. The analysis further revealed the deficient vertical clearance locations, as identified in this Design Exception, are not on the Turnpike’s Top 30 Crash List.

5.3 Costs Cost estimates have been prepared for three alternatives that can eliminate the substandard vertical clearance at the Picos Road and the Minute Maid Bridges. These three options are: reconstruction of the bridges over SR 91, jacking the bridges over SR 91, and reconstructing SR 91 at a lower elevation to achieve the minimum required vertical clearance. The cost estimate for each alternative is included in Appendix G of this document.

5.3.1 Bridge Reconstruction The reconstruction of the overpass bridges would require an increase in elevation at the critical locations of 9¾” for the Picos Road Bridge, and 7 3/8” for the Minute Maid Road Bridge to meet the FDOT new construction minimum vertical clearance of 16’-6”. The approaches to the bridges would have to be improved to accommodate this increase in elevation. The total length of roadway improvements required for both roadways will be 2,385 feet. Additional improvements would also include drainage modifications, embankment, and guardrail replacement. The placement of the required embankment may have impacts on the environmentally sensitive areas adjacent to the roadway. Furthermore, the additional work will impact the maintenance of traffic by increasing the cost and extending the construction duration and disturbance to the FTE consumers. The estimated cost to construct this alternative will be $7,221,494.81. 5.3.2 Bridge Jacking The Jacking of the overpass bridges would also require an increase in elevation at the critical locations of 9¾” for the Picos Road Bridge, and 7 3/8” for the Minute Maid Road Bridge to meet the FDOT new construction minimum vertical clearance of 16’-6”. The approaches to the bridges would have to be improved to accommodate this increase in elevation. The total length of roadway improvements required would be 2,385 feet. Additional improvements would also include drainage modifications, embankment, and guardrail replacement. The placement of the required embankment may have impacts on the environmentally sensitive areas adjacent to the roadway. Furthermore, the additional work will impact the maintenance of traffic by increasing the cost and extending the construction duration and disturbance to the FTE consumers. The estimated cost to construct this alternative will be $2,423,350.56. The bridge jacking alternative is not the preferred option given the age of the structures, which were constructed in 1960s, and the significant distance that the bridges would need to be raised. Furthermore, whether jacking equipment can be placed under the beams or temporary towers will be needed, would have to be determined. 5.3.3 Lowering of SR 91 Northbound SR 91 must be lowered by 9¾” at Picos Road to meet the FDOT new construction minimum vertical clearance of 16’-6”. Southbound SR 91 would have to be lowered by 7 3/8” at the Picos Road Bridge, and by 7 7/8” at the Minute Maid Road Bridge. In order to transition the sections of SR 91 to lower elevations at the bridge, 2400 feet mainline roadway would require reconstruction. The additional work will impact the maintenance of traffic by increasing the cost and extending the construction duration and disturbance to the local communities. The estimated cost to construct this alternative will be $869,024.88.



A Benefit/Cost analysis would result in a B/C ratio of zero regardless of which alternative is constructed since there were no crashes found to be attributed to the deficient vertical clearance in the analysis of the most recent 5-year crash history. There are no anticipated social costs associated with the deficient vertical clearance. 5.4 Right-of-Way Impacts Whether any of the Alternative Improvements to correct the vertical clearance deficiencies are implemented or the existing vertical clearances are allowed to remain in place, no right-of-way impacts are anticipated. Picos Road and Minute Maid Road are low volume facilities for which the cost of maintaining traffic at the same location during construction may not be justifiable. For ease of construction and expediting construction time, as well as cost savings, diversion of traffic to other crossings is the most viable option. Even if the traffic is to be maintained at the bridge locations, only temporary construction easements would most likely be required with no permanent right of way acquisition required. 5.5 Community Impacts Since the substandard vertical clearances are an existing condition, no adverse community impacts are expected if the existing vertical clearances are maintained. However, if any of the Alternative Improvements to correct the vertical clearance deficiencies are implemented, the additional work will impact the maintenance of traffic on SR 91, thereby increasing the cost and extending the construction duration of the project. This will ultimately result in additional disturbance to the FTE consumers and the local community using the existing bridges. 5.6 Environmental Impacts With the implementation of any of the Alternative Improvements to correct the vertical clearance deficiencies, there may be impacts on the roadside slopes in the vicinity of the Picos Road and the Minute Maid Road Bridges. Belcher Canal requiring extensive permitting through South Florida Water Management District (SFWMD). Gopher tortoise burrows were observed which require coordination with Florida Fish and Wildlife Conservation Commission (FWC). The appropriate habitats must be surveyed during design to confirm whether the burrows are active. If the burrows are impacted, a relocation permit will be required prior to moving the tortoise. Relocation permitting does not typically occur until approximately 90 days prior to the start of construction in the area. Since the substandard vertical clearances are an existing condition, no adverse environmental impacts are expected if the existing vertical clearances are maintained.

5.7 Mitigation To enhance the safety of the current conditions regarding the deficient vertical clearance, advance warning signage was considered for installation to alert the traveling public of the vertical clearance limitation. However, the MUTCD guidelines require the placement of low clearance signs when vertical clearances are less than 12 inches above the statutory maximum vehicle height, which does not apply to the vertical clearance deficiencies identified in this exception. Additional mitigation strategies as outlined in the Federal Highway Administration (FHWA) publication Mitigation Strategies for Design Exceptions, dated July 2007, include detours and prohibiting of large vehicles from using the project segment of SR 91 which are infeasible or impractical for application on an interstate facility. There are no associated existing or future limitations as a result of legal or public commitments known for this project.



5.8 Alternative Route SR 91 is a Limited Access Expressway on the National Highway System (NHS) and the State Highway System (SHS). The project segment lies between the interchange for SR 70, immediately south of the project, and the SR 60 interchange which is approximately 40 miles to the north of SR 70. The only comparable facility to SR 91 is Interstate 95 which may be accessed at the SR 70 interchange. Interstate 95 diverges from SR 91 going north which does not provide for an ideal alternative route, adding approximately 10 additional miles to the route, but is the only facility that may be used to avoid the low structures. The separation between the interchanges hinders the opportunity to guarantee a viable alternative route that will be effective and potentially utilized by oversized vehicles.

6.0 Summary Conclusions The main objective of the project is to extend the life of the existing pavement through milling and resurfacing of the existing northbound and southbound travel lanes, inside and outside shoulders and the paved median openings. Additional safety related improvements would also be provided along the corridor. The proposed design provides a balance between pavement improvements and vehicular traffic operation while maintaining the safety of the traveling public. The reconstruction of the facilities at Picos Road and Minute Maid Road to achieve a vertical clearance meeting the FDOT new construction criteria would increase the construction cost significantly as well as impacting the construction duration and schedule. Furthermore, FTE’s customers would be impacted by the extended construction duration. Increasing the vertical clearance would negatively impact the budget and the schedule, however, since there are no documented collisions with the referenced structures, the benefit/cost ratio for providing the improvements would be zero. No quantifiable benefit in terms of safety, operational performance, or level of service can be derived from implementing the improvements discussed in this report. Furthermore, maintaining the current vertical clearances would eliminate any negative impacts on environmental concerns, community considerations, budget, or schedule. Therefore, the approval of this Design Exception is requested for the two bridge crossings over SR 91 at Picos Road and Minute Maid Road to remain in place without any improvements.

Vertical Clearance Design Exception PID Nos: 436517-1-52-01 & 436517-3-52-01


Appendix A Location Map



Appendix B Typical Sections



Appendix C As-Built Plans



Appendix D Photo Log


Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from 153.230 to 169.320

Figure 1 – Picos Road Over NB SR 91

Figure 3 - Picos Road Over NB SR 91




Turnpike Mainline (SR 91) Resurfacing and Safety Improvements from 153.230 to 169.320

Figure 5 – Picos Road Over SB SR 91

Figure 7 – Minute Maid Road Over SB SR 91

Figure 6 - Picos Road Over SB SR 91

Figure 8 - Minute Maid Road Over SB SR 91



Appendix E Traffic Data

Traffic and Revenue Consultant Florida’s Turnpike Enterprise

Florida Department of Transportation

AECOM P.O. Box 613069 Florida’s Turnpike Milepost 263, Building 5315 Ocoee, Florida 34761-3069 Tel: 407-532-3999 www.aecom.com

MEMORANDUM Date:

To:

From:

Copies:

Subject: Typical Section Traffic Data and Equivalent Single Axle Loading (ESAL) Calculations_Update

FPN:

State Road:

Counties:

FY 2016 Turnpike Annual Traffic Trends Report

Lane Closure Traffic Data Page 2

AECOM P.O. Box 613069 Florida’s Turnpike Milepost 263, Building 5315 Ocoee, Florida 34761-3069 Tel: 407-532-3999 www.aecom.com

U.S. DOT Mitigation Strategies for Design Expectations

Typical Section Traffic Data and Trucks Directional Design Hour Volume

2016 2018 2038 KSTD D T24 (%) DHT (%) 2016 2018 2038

South of Fort Drum Service Plaza (MP 184)

32,500 33,900 45,200 10.5% 60.7% 14.0 7.0 145 151 202

Trucks (DDHV)Segment

Two-Way AADT Traffic Factors

Year AADT Lane Factor ESAL (1000S)

CUM-ESAL(1000S)

2018 33,900 0.763 694 6942019 34,600 0.761 706 1,4002020 35,400 0.759 721 2,1212021 35,900 0.758 730 2,8512022 36,600 0.756 743 3,5942023 37,300 0.755 755 4,3492024 37,900 0.753 766 5,1152025 38,500 0.752 777 5,8922026 39,000 0.751 786 6,6782027 39,600 0.750 797 7,4752028 40,100 0.749 806 8,2812029 40,700 0.748 816 9,0972030 41,200 0.747 825 9,9222031 41,700 0.746 834 10,7562032 42,200 0.745 843 11,5992033 42,700 0.744 852 12,4512034 43,200 0.743 861 13,3122035 43,700 0.742 869 14,1812036 44,200 0.741 878 15,0592037 44,700 0.740 887 15,9462038 45,200 0.739 896 16,842

14.0%

0.5

(1.567 - 0.0826 x Ln(One-Way AADT)-0.12368 x LV)

1.050 *Freeway - Urban - Flexible Pavement

LV = 0.000

ESAL = AADT x T24 x DF x LF x EF x 365

Opening to Mid-Design Year (2025) ESAL Accumulation: 5,198

Opening to Design Year (2032) ESAL Accumulation: 10,905

Opening to Mid-Design Year (2028) ESAL Accumulation: 7,587

Opening to Design Year (2038) ESAL Accumulation: 16,14820-year design

(Years 2018-2038)

14-year design (Years 2018-2032)

Florida's Turnpike - Ticket System

FPN 436517-1 Mainline Resurfacing from MP 153.2 to MP 169.3

Mainline - South of Fort Drum Service Plaza

Two (2) Lanes

(Daily Truck Factor) T24 =

(Directional Distribution Factor) DF =

(Lane Factor) LF =

(Load Equivalency Factor) EF* =



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11

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2014

22.8

516

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2014

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2015

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2015

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2015

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2015

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2015

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1



Appendix G Cost Estimate

PAY

ITEM

NUM

BER

ITEM

DES

CRIP

TIO

NUN

ITUN

IT P

RICE

QUA

NTIT

YCO

ST11

0-1-

1CL

EARI

NG A

ND G

RUBB

ING

AC5,

250.

00$

4.60

24

,150

.00

$

11

0-3

REM

OVA

L OF

EXIS

ITNG

BRI

DGES

SF35

.00

$

21

,315

.00

746,

025.

00$

110-

4-10

REM

OVA

L OF

EXIS

ITNG

CO

NCRE

TESY

20.0

0$

910

18,2

00.0

0$

120-

6EM

BANK

MEN

TCY

6.25

$

3,08

5

19,2

81.2

5$

160-

4TY

PE B

STA

BILI

ZATI

ON

SY3.

25$

10

,600

34,4

50.0

0$

285-

701

OPT

IONA

L BAS

E GR

OUP

1SY

7.50

$

4,24

0

31,8

00.0

0$

285-

706

OPT

IONA

L BAS

E GR

OUP

6SY

15.0

0$

6,36

0

95,4

00.0

0$

334-

1SU

PERP

AVE

ASPH

ALTI

C CO

NCRE

TETN

95.0

0$

465.

0

44,1

75.0

0$

339-

1M

ISCE

LLAE

OUS

ASP

HALT

PAV

EMEN

TTN

210.

00$

14

6.0

30

,660

.00

$

42

5-11

MO

DIFY

EXI

STIN

G DR

AINA

GE S

TRUC

TURE

EA2,

500.

00$

4

10,0

00.0

0$

520-

6SH

OUL

DER

GUTT

ER -

CONC

RETE

LF20

.00

$

4,

770

95

,400

.00

$

53

6-1-

1GU

ARDR

AIL

LF18

.00

$

4,

770

85

,860

.00

$

57

0-1-

2PE

RFO

RMAN

CE T

URF,

SO

DSY

2.

50$

6,

360

15

,900

.00

$

BR

IDGE

REP

LACE

MEN

TSF

150.

00$

24

,860

3,72

9,04

0.00

$

101-

1M

OBI

LIZA

TIO

N10

2-1

MAI

NTEN

ANCE

OF

TRAF

FIC

CONT

INGE

NCY

Cons

truc

tion

Cost

Est

imat

e fo

r Brid

ge R

econ

stru

ctio

nTu

rnpi

ke M

ainl

ine

(SR

91) R

esur

faci

ng a

nd S

afet

y Im

prov

emen

ts

from

MM

153

.230

to M

M 1

69.3

20St

. Luc

ie C

ount

y, F

lorid

a FP

ID N

umbe

rs 4

3651

7-1-

52-0

1 an

d 43

6517

-3-5

2-01

Cont

ract

Num

ber C

9R86 To

tal C

ost

7,22

1,49

4.81

$

Subt

otal

4,98

0,34

1.25

$

10

%

UTIL

ITY

IMPA

CTS

498,

034.

13$

10%

10%

10%

498,

034.

13$

-$

49

8,03

4.13

$

P.

E.C.

E.I.

15%

747,

051.

19$

PAY

ITEM

NUM

BER

ITEM

DES

CRIP

TIO

NUN

ITUN

IT P

RICE

QUA

NTIT

YCO

ST11

0-1-

1CL

EARI

NG A

ND G

RUBB

ING

AC5,

250.

00$

4.60

24

,150

.00

$

11

0-4-

10RE

MO

VAL O

F EX

ISIT

NG C

ONC

RETE

SY20

.00

$

91

0

18

,200

.00

$

12

0-6

EMBA

NKM

ENT

CY6.

25$

3,

085

19

,281

.25

$

16

0-4

TYPE

B S

TABI

LIZA

TIO

NSY

3.25

$

10,6

00

34

,450

.00

$

28

5-70

1O

PTIO

NAL B

ASE

GRO

UP 1

SY7.

50$

4,

240

31

,800

.00

$

28

5-70

6O

PTIO

NAL B

ASE

GRO

UP 6

SY15

.00

$

6,

360

95

,400

.00

$

33

4-1

SUPE

RPAV

E AS

PHAL

TIC

CONC

RETE

TN95

.00

$

46

5.0

44

,175

.00

$

33

9-1

MIS

CELL

AEO

US A

SPHA

LT P

AVEM

ENT

TN21

0.00

$

146.

0

30,6

60.0

0$

425-

11M

ODI

FY E

XIST

ING

DRAI

NAGE

STR

UCTU

REEA

2,50

0.00

$

4

10

,000

.00

$

52

0-6

SHO

ULDE

R GU

TTER

- CO

NCRE

TELF

20.0

0$

4,77

0

95,4

00.0

0$

536-

1-1

GUAR

DRAI

LLF

18.0

0$

4,77

0

85,8

60.0

0$

570-

1-2

PERF

ORM

ANCE

TUR

F, S

OD

SY

2.50

$

6,36

0

15,9

00.0

0$

*BR

IDGE

JACK

ING

1,16

6,00

0.00

$

101-

1M

OBI

LIZA

TIO

N10

2-1

MAI

NTEN

ANCE

OF

TRAF

FIC

250,

691.

44$

Tota

l Cos

t2,

423,

350.

56$

* Th

e ap

proa

ch to

det

erm

ine

the

cost

was

bas

ed o

n a

proj

ect w

here

jack

ing

oper

atio

n w

as n

eede

d fo

r a fo

ur sp

an b

ridge

with

3 n

ight

s of

oper

atio

n to

jack

2" r

angi

ng fr

om $

250k

to $

500k

. Cos

ts a

lso in

clude

subs

truc

ture

reha

bilit

atio

n (i.

e. p

edes

tal r

etro

fits)

.

10%

167,

127.

63$

Cons

truc

tion

Cost

Est

imat

e fo

r Brid

ge Ja

ckin

gTu

rnpi

ke M

ainl

ine

(SR

91) R

esur

faci

ng a

nd S

afet

y Im

prov

emen

ts

from

MM

153

.230

to M

M 1

69.3

20St

. Luc

ie C

ount

y, F

lorid

a FP

ID N

umbe

rs 4

3651

7-1-

52-0

1 an

d 43

6517

-3-5

2-01

Cont

ract

Num

ber C

9R86 Su

btot

al1,

671,

276.

25$

10%

167,

127.

63$

UTIL

ITY

IMPA

CTS

10%

-$

CO

NTIN

GENC

Y10

%16

7,12

7.63

$

P.

E.C.

E.I.

15%

PAY

ITEM

NUM

BER

ITEM

DES

CRIP

TIO

NUN

ITUN

IT P

RICE

QUA

NTIT

YCO

ST11

0-1-

1CL

EARI

NG

AND

GRUB

BIN

GAC

5,25

0.00

$

5.

30

27,8

25.0

0$

120-

6EX

CAVA

TIO

NCY

6.25

$

9,28

0

58,0

00.0

0$

160-

4TY

PE B

STA

BILI

ZATI

ON

SY3.

25$

11

,750

38,1

87.5

0$

285-

701

OPT

ION

AL B

ASE

GRO

UP 1

SY7.

50$

5,

340

40

,050

.00

$

28

5-70

9O

PTIO

NAL

BAS

E GR

OUP

9SY

18.0

0$

6,41

0

115,

380.

00$

334-

1SU

PERP

AVE

ASPH

ALTI

C CO

NCR

ETE

TN95

.00

$

2,

600.

0

247,

000.

00$

339-

1M

ISCE

LLAE

OUS

ASP

HALT

PAV

EMEN

TTN

210.

00$

14

6.0

30

,660

.00

$

53

6-1-

1GU

ARDR

AIL

LF18

.00

$

90

0

16

,200

.00

$

57

0-1-

2PE

RFO

RMAN

CE T

URF,

SO

DSY

2.

50$

10

,410

26,0

25.0

0$

101-

1M

OBI

LIZA

TIO

N10

2-1

MAI

NTE

NAN

CE O

F TR

AFFI

C

P.E.

C.E.

I.15

%89

,899

.13

$

Tota

l Cos

t86

9,02

4.88

$

UTIL

ITY

IMPA

CTS

10%

-$

CO

NTI

NGE

NCY

10%

59,9

32.7

5$

10%

59,9

32.7

5$

Cons

truc

tion

Cost

Est

imat

e fo

r Low

erin

g SR

91

Turn

pike

Mai

nlin

e (S

R 91

) Res

urfa

cing

and

Saf

ety

Impr

ovem

ents

fr

om M

M 1

53.2

30 to

MM

169

.320

St. L

ucie

Cou

nty,

Flo

rida

FPID

Num

bers

436

517-

1-52

-01

and

4365

17-3

-52-

01Co

ntra

ct N

umbe

r C9R

86 Subt

otal

599,

327.

50$

10

%59

,932

.75

$



Appendix H Project Schedule

Activ

ity ID

PSM

Activ

ity N

ame

Orig Dur

Rem Dur

Star

tFi

nish

Dur

atio

n %

Com

plet

eC

alen

dar

Tota

lFl

oat

Free

Floa

t

4365

17-1

RES

4365

17-1

RES

UR

FAC

4365

17-1

RES

UR

FAC

E TP

K M

AIN

LIN

E IN

ST

LUC

IE C

OU

NTY

, (M

P 15

3.23

- 16

9.32

)71

933

605

-Sep

-15

A01

-Jul

-18

53.2

7%0

0

RESU

RFAC

E TP

RESU

RFAC

E TP

K M

AIRE

SURF

ACE

TPK

MAI

NLIN

E IN

ST.

LUC

IE C

OUN

TY, M

P 15

3.23

- 16

9.32

719

336

05-S

ep-1

5 A

01-J

ul-1

853

.27%

00

PE -

DES

IGN

PE -

DES

IGN

PE -

DES

IGN

534

151

05-S

ep-1

5 A

09-O

ct-1

771

.72%

185

0

PUB

LIC

INVO

LVPU

BLI

C IN

VOLV

EMEN

PUB

LIC

INVO

LVEM

ENT

66

24-A

pr-1

701

-May

-17

0%5-

Day

293

0R

3610

020

610

CO

OR

DIN

ATE

W/ E

MO

REG

ARD

ING

PU

BLIC

INVO

LVEM

ENT

55

24-A

pr-1

7*28

-Apr

-17

0%5-

Day

293

0R

3610

030

610

DO

CU

MEN

T PR

OPO

SED

PU

BLIC

INVO

LVEM

ENT

ACTI

VITI

ES1

101

-May

-17

01-M

ay-1

70%

5-D

ay29

329

3

FIN

AL D

ESIG

N

FIN

AL D

ESIG

N -

SCO

PFI

NAL

DES

IGN

- SC

OPE

OF

SER

VIC

ES &

MH

EST

IMAT

E67

005

-Sep

-15

A10

-Dec

-15

A10

0%0

R31

6400

016

4PR

EPAR

E D

RAF

T SC

OPE

OF

SER

VIC

ES -

Obt

ain

Scop

e Te

mpl

, dev

el d

raft

SOS

160

05-S

ep-1

5 A

20-S

ep-1

5 A

100%

7 D

ayR

3724

420

724

DIS

CIP

LIN

E R

EVIE

W D

RAF

T SO

S - D

EVEL

OP

MH

EST

IMAT

ES6

006

-Oct

-15

A12

-Oct

-15

A10

0%5-

Day

R39

9002

072

4R

EQU

EST

CR

ASH

DAT

A FR

OM

TR

AFFI

C O

PS1

015

-Oct

-15

A15

-Oct

-15

A10

0%5-

Day

R37

2443

072

4R

EVIS

E D

RAF

T SC

OPE

OF

SER

VIC

ES5

018

-Nov

-15

A22

-Nov

-15

A10

0%7

Day

R37

2444

072

4D

ISC

IPLI

NES

REV

IEW

PR

E-FI

NAL

SO

S6

020

-Nov

-15

A01

-Dec

-15

A10

0%5-

Day

R31

6410

016

4FI

NAL

IZE

SCO

PE O

F SE

RVI

CES

/MAN

HO

UR

EST

IMAT

E5

004

-Dec

-15

A10

-Dec

-15

A10

0%5-

Day

FIN

AL D

ESIG

N

FIN

AL D

ESIG

N -

CO

NS

FIN

AL D

ESIG

N -

CO

NSU

LTAN

T C

ON

TRAC

T AC

QUIS

ITIO

N21

40

04-J

an-1

6 A

01-N

ov-1

6 A

100%

0R

3724

101

724

CO

NFI

RM

AD

INFO

RM

ATIO

N (M

ajor

& M

inor

Wor

k Ty

pes

Verif

ied)

50

04-J

an-1

6 A

08-J

an-1

6 A

100%

5-D

ayR

3724

105

724

MEE

T W

ITH

TR

C/T

RC

KIC

KOFF

MEE

TIN

G1

009

-Jan

-16

A09

-Jan

-16

A10

0%7

Day

R37

2408

072

4TP

K R

EVIE

W F

INAL

DR

AFT

SOS

(Kat

hy/B

riann

a)5

011

-Jan

-16

A15

-Jan

-16

A10

0%7

Day

R37

2409

072

4SU

BMIT

FIN

AL D

RAF

T SO

S TO

PSU

10

18-J

an-1

6 A

18-J

an-1

6 A

100%

7 D

ayR

3724

100

724

POST

PLA

NN

ED A

D O

N F

DO

T W

EB S

ITE

*1

025

-Jan

-16

A25

-Jan

-16

A10

0%M

onR

3990

000

990

DES

IGN

CO

NSU

LTAN

T C

ON

TRAC

T AC

QU

ISIT

ION

(H

amm

ock)

198

025

-Jan

-16

A01

-Nov

-16

A10

0%5-

Day

R37

2420

572

4H

OLD

TEC

H P

ANEL

MEE

TIN

GS

*2

004

-Feb

-16

A05

-Feb

-16

A10

0%5-

Day

R32

3210

023

2FO

RM

AL A

D A

PPEA

RS

ON

FD

OT

WEB

PAG

E (C

one

of S

ilenc

e)*

10

22-F

eb-1

6 A

22-F

eb-1

6 A

100%

Mon

R39

9005

072

4LE

TTER

S O

F R

ESPO

NSE

LO

Rs

DU

E D

ATE

*1

007

-Mar

-16

A07

-Mar

-16

A10

0%M

onR

3724

130

724

PREP

ARE

LON

G L

IST

PAC

KAG

E *

50

08-M

ar-1

6 A

14-M

ar-1

6 A

100%

5-D

ayR

3724

140

724

TEC

H. R

EV. C

OM

MIT

TEE

EVAL

UAT

E LO

NG

LIS

T PK

G. *

50

15-M

ar-1

6 A

21-M

ar-1

6 A

100%

5-D

ayR

3990

040

724

LON

GLI

ST T

RC

MEE

TIN

G *

10

28-M

ar-1

6 A

28-M

ar-1

6 A

100%

Mon

R34

0110

040

1SE

LEC

TIO

N C

OM

MIT

TEE

SHO

RT

LIST

CO

NSU

LTAN

TS *

10

08-A

pr-1

6 A

08-A

pr-1

6 A

100%

Fri

R37

2418

072

4SE

ND

RFP

*1

018

-Apr

-16

A18

-Apr

-16

A10

0%M

onR

3230

000

230

SCO

PE O

F SE

RVI

CES

MEE

TIN

G (

Shor

tlist F

irms)

*1

025

-Apr

-16

A25

-Apr

-16

A10

0%M

onR

3990

060

230

DEA

DLI

NE

FOR

TEC

HIN

ICAL

QU

ESTI

ON

S *

10

02-M

ay-1

6 A

02-M

ay-1

6 A

100%

Mon

R39

9007

023

0C

ON

SULT

ANT

PAC

KETS

DU

E *

10

09-M

ay-1

6 A

09-M

ay-1

6 A

100%

Mon

R32

4900

024

9R

ECV.

WR

ITTE

N P

RO

POSA

LS/C

ON

DU

CT

OR

AL T

ECH

NIC

ALS

*1

027

-May

-16

A27

-May

-16

A10

0%Fr

iR

3724

220

724

TEC

HN

ICAL

EVA

LUAT

ION

*2

027

-May

-16

A31

-May

-16

A10

0%5-

Day

R39

9008

072

4TR

C S

CO

RES

DU

E *

10

03-J

un-1

6 A

03-J

un-1

6 A

100%

Fri

R34

0210

040

2FI

NAL

SEL

ECTI

ON

CO

MM

ITTE

E M

EETI

NG

S *

10

13-J

un-1

6 A

13-J

un-1

6 A

100%

Mon

R37

2433

072

4PR

EPAR

E C

ON

TRAC

T50

022

-Jun

-16

A31

-Aug

-16

A10

0%5-

Day

R37

2429

572

4SC

OPE

CLA

RIF

ICAT

ION

MEE

TIN

G1

029

-Jun

-16

A29

-Jun

-16

A10

0%5-

Day

R37

2402

072

4U

NIT

S M

EETI

NG

10

14-J

ul-1

6 A

14-J

ul-1

6 A

100%

5-D

ayR

3724

300

724

STAF

FHO

UR

NEG

OTI

ATIO

NS

MEE

TIN

GS

10

15-A

ug-1

6 A

15-A

ug-1

6 A

100%

5-D

ayR

3724

310

724

CO

NSU

LTAN

T SU

BMIT

FIN

AL P

RIC

E PR

OPO

SAL/

AUD

IT P

KG5

025

-Aug

-16

A31

-Aug

-16

A10

0%5-

Day

R37

2432

072

4PR

E-AW

ARD

AU

DIT

EVA

LUAT

ION

30

01-S

ep-1

6 A

06-S

ep-1

6 A

100%

5-D

ayR

3990

100

990

AWAR

D C

ON

TRAC

T

(Ham

moc

k)43

001

-Sep

-16

A01

-Nov

-16

A10

0%5-

Day

R37

2433

572

4TU

RN

PIKE

LEG

AL R

EVIE

W C

ON

TRAC

T1

014

-Oct

-16

A14

-Oct

-16

A10

0%5-

Day

R37

2434

072

4SE

ND

CO

NTR

ACT

TO C

ON

SULT

ANT

50

24-O

ct-1

6 A

28-O

ct-1

6 A

100%

5-D

ayR

3299

000

299

REQ

UES

T FU

ND

S1

027

-Oct

-16

A27

-Oct

-16

A10

0%5-

Day

R37

2436

072

4R

ECEI

VED

SIG

NED

CO

NTR

ACT

10

31-O

ct-1

6 A

31-O

ct-1

6 A

100%

5-D

ayR

3233

000

233

EXEC

UTE

CO

NTR

ACT

(DES

IGN

)1

001

-Nov

-16

A01

-Nov

-16

A10

0%5-

Day

PAVE

MEN

T D

EPA

VEM

ENT

DES

IGN

PK

PAVE

MEN

T D

ESIG

N P

KG

& T

YPIC

AL S

ECTI

ON

149

3421

-Sep

-16

A24

-Apr

-17

77.1

8%5-

Day

200

R31

9710

019

7R

EQU

EST

ESAL

(18

KIP)

CAL

CU

LATI

ON

S &

TRAF

FIC

DAT

AFR

OM

PLA

NN

ING

10

21-S

ep-1

6 A

21-S

ep-1

6 A

100%

5-D

ayR

3257

000

257

REC

EIPT

OF

ESAL

& T

RAF

FIC

DAT

A FR

OM

PLA

NN

ING

10

27-O

ct-1

6 A

27-O

ct-1

6 A

100%

5-D

ayR

3106

100

106

DES

IGN

SU

RVE

Y22

002

-Nov

-16

A05

-Dec

-16

A10

0%5-

Day

R31

0203

010

2LA

NE

CLO

SUR

E AN

ALYS

IS/4

5% T

CP

MEE

TIN

G1

007

-Mar

-17

A07

-Mar

-17

A10

0%5-

Day

EXC

EPTI

ON

S EX

CEP

TIO

NS

& V

ARIA

EXC

EPTI

ON

S &

VAR

IATI

ON

S11

134

14-N

ov-1

6 A

24-A

pr-1

769

.37%

5-D

ay20

0

R32

9401

029

4PR

EPAR

E D

RAF

T D

ESIG

N E

XCEP

TIO

NS,

VAR

IATI

ON

S &

TEC

H M

EMO

200

14-N

ov-1

6 A

13-D

ec-1

6 A

100%

5-D

ayR

3294

030

294

REV

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