bitumen test formet

7/28/2019 Bitumen Test Formet

1/12

Package No.PWD-NH(R)/GHY/09-10/04

Name of Contractor : Sri Bhagya Kalita

Date Bitumen

Temp0C

Aggregate

Temp0C

Mixing

Temp0C

Lorry

No.

Lorry

Departure

Temp0C

Lorry

Departure

Time

Remarks

Bitumen

Temp0C

Aggregate

Temp0C

Mixed

material

Temp0C

Laying

Temp0C

Rolling

Temp0C

1500-165

0150

0-170

0130

0-160

0140

0(min) 90

0(min)

FOR THE CONTRACTOR FOR THE ENGINEER

Lab Technician

Material Engineer

HOT MIX PLANT

PUBLIC WORKS DEPARTMENT

NH Works, Assam

AP Works Under MOSRT&H, Govt. of India

Name of Work: Construction of 4-Lane Guwahati University by-pass to NH-37 from km

140.000 to 146.300 (Total=6.30 km) in the state of Assam. (Job No 037-AS-2008-09-079)


2/12

Packeg No. : Package No.PWD-NH( R)/GHY/08-09/03

Name of Contractor : Bhagya Kalita

Date :____________________

RFI No. :_________________________ Location :___________________________

Type of Work :________________________

PARTICULARS

Chainage

1. Container Ref. : / Mass (Gms)

2. Container+Bitumen, (Mass) (gms)

3. Bitumen (2-1) only (Gms)

4. Tray Size (Mtr)2

5. Rate of Spray = (3/4) Kg/m2

Average

Remarks : _________________________________________________________________________________________

FOR THE ENGINEER

FOR THE CONTRACTOR

Lab Technician

Material Engineer


NH Works, Assam


Name of Work:: 4-lanning of existing NH-37 from km 134.00 to 140.00 (Total=6km) including construction of flyover at LGBI Airport

junction. (Job No 037-AS-2008-09-061)

PRIME COAT / TACK COAT SPRAY TEST

Test No. 1 Test No. 2 Test No. 3 Test No. 4


3/12



Date : ____________________

37.500 26.500 13.200 4.750 2.360 0.300 0.750BIN - 1

BIN - 2

BIN - 3

BIN - 4

FILLER

% BLEND AS PER PROPOSAL 1A

SIEVE SIZE % PASSING JMF LIMIT

37.500

26.500

13.200

4.750

2.360

0.300

0.075


Lab Technician

Material Engineer

19 - 45


NH Works, Assam


Name of Work:: 4-lanning of existing NH-37 from km 134.00 to 140.00 (Total=6km) including

construction of flyover at LGBI Airport junction. (Job No 037-AS-2008-09-061)

HOT BIN GRADATION

INDIVIDUAL GRADATION

5 - 17

SIEVE SIZE

1 - 7

SPEC. LIMIT

100

90 - 100

56 - 80

BIN-1 ________% BIN-2 _______% BIN-3_______% BIN-4 ________%

FILLER________%

29 - 59


4/12


5/12



Date :_____

Lab No :____________

In Air In Water Sat

Surface

dry in air

Total Mix In mineral

aggregate

Filled

Bitumen

Observed Correlat

Ratio

% % Gram Gram cc gm/cc % % % kg

a b c d e f g h i j k l m n

100-b f-e d/g 100

(b/Gb)+(100-

b)/Gac

100-

100h/i

100-

((cxh)/Gab

[(k-j) k]x100

1

23

Avg.

1.040

60/70

FOR T

FOR THE CONTRACTOR

Lab Technician

Material Engineer

Aggregate

percentage

by total

weight

Sample No. :_________________________

Stability

Apparent Specific Gravity of Aggregate:

Effective Specific Gravity of Aggregate (Gac):

Bitumen Grade:

Specific Gravity of Bitumen (Gb):

Bulk Specific Gravity of Aggregate (Gab):

Spec

No

% of

Bitumen

by wt.

of mix

Specific

Gravity of

mix

(max. Theo)

Bulk

Density

Bulk

Volume


NH Works, Assam


Name of Work:: 4-lanning of existing NH-37 from km 134.00 to 140.00 (Total=6km) including construction of flyover at LGBI Airport junction. (Jo

09-061)

Weight

DENSE BITUMINOUS MACADAM

Voids (%)


6/12



Type of Material :_________________________ Date :____________________

1 Time

2 Sample No.

3 Initial weight of material (with moisture)

4 Weight of material after drying

5 Weight of water

6 Moisture Content %

Remarks : _________________________________________________________________________________________

FOR THE ENGINEER

FOR THE CONTRACTOR

Lab Technician

Material Engineer

Description

MOISTURE CONTENT OF MATERIAL


NH Works, Assam


Name of Work:: 4-lanning of existing NH-37 from km 134.00 to 140.00 (Total=6km) including construction of flyover at LGBI Airport

junction. (Job No 037-AS-2008-09-061)


7/12



Source. : _______________________ Date :____________________

Weight In Air Weight InWater

S.S.Dweight

Density

(gms.)

a

(gms.)

b

(gms.)

ca / (c-d)

1

2

3

4

5

6

Average

Remarks :

FOR THE ENGINEER

FOR THE CONTRACTOR

Lab Technician

Material Engineer

Name of Work: : 4-lanning of existing NH-37 from km 134.00 to 140.00 (Total=6km)including construction of flyover at LGBI Airport junction. (Job No 037-AS-2008-09-061)

DENSITY TEST RESULTS ON BITUMINOUS MATERIAL

Sl. No

PUBLIC WORKS DEPARTMENTNH Works, Assam



8/12



Date :____________

Layer :____________

Stage of Work :____________

Tested by :____________

1 TEST NUMBER 1 2 3 4 5 6 7 8 9 10 11

2 CHAINAGE

3 % COMPACTION

4 AVG. % COMPACTION

1 TEST NUMBER

2 CHAINAGE

3 % COMPACTION

4 AVG. % COMPACTION

Remarks : ____________________________________________________________________________________________________________

FOR THE ENGINEER

Lab Technician

Material Engineer

Location :_________________________

Compaction required :_________________________

FOR THE CONTRACTOR

BITUMINOUS MATERIAL COMPACTION DATARFI No. :_________________________


NH Works, Assam


Name of Work:: 4-lanning of existing NH-37 from km 134.00 to 140.00 (Total=6km) including construction of flyover at LGBI Airport junction. (Job N

2008-09-061)


9/12

Job No: 037-AS-2008-09-079

Location :______________Km Tested By:

Date of Test:

Test Nos. 1 2 3 4

Area considered for the test, m2

Wt. of aggregate, Kg.

Rate of spread, Kg./m2

Avg. rate of spread,Kg./m2

% variation

Remarks:

APWD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE

Acceptable limits: The variation in the rate of spread of aggregate should be within 20% of

the mean

RATE OF SPREAD OF AGGREGATE IN SURFACE DRESSING


10/12

Job No: 037-AS-2008-09-079

Location :______________Km Tested By:

Material : Date of Test:

TRAY SIZE=20 x 20 x 3 cm

Tray No. 1 2 3 4

1. Wt. of Tray, gms.

2. Wt. of (Tray + Bitumen), gms.

3. Wt. of Bitumen on Tray, gms.

(2-1)

4. Area of tray cm2 400 400 400 400

5. Rate of spread, gm/cm2

(3/4)

6. Rate of spread, Kg/m2

(5/0.1)

7. Avg. rate of spread, Kg/m2

Remarks:

APWD REPRESENTATIVE CONTRACTOR'S REPRESENTATIVE

CHECKING RATE OF SPREAD OF BINDER

(SD/prime coat/tack coat)

Acceptable limits: Maximum long. distribution error shall be within 10% of the

specification


11/12

JOB No: 037-AS-2009-10-079

Location :

Material type:

Date BitumenTemp

0C

AggregateTemp

0C

MixingTemp

0C

LorryNo.

LorryDeparture

Temp0C

LorryDeparture

Time

Remarks/sign.

Acceptable limit: Bitumen

Temp0C

Aggregate

Temp0C

Mixed

material

Temp0C

Laying

Temp0C

Rolling

Temp0C

1500-165

0150

0-170

0130

0-160

0140

0(min) 90

0(min)


TEMPARATURE OF BINDER, AGGREGATE & HOT MIX


12/12

JOB No: 037-AS-2009-10-079

Location : Chainage from___________to____________

Material type:

Date LorryNo.

LorryArrival

Time

MixTemp

0C

LayingTemp

0C

RollingTemp

0C

Remarks/sign.

Acceptable limit: Mixedmaterial

Temp0C

Laying

Temp0C

Rolling

Temp0C

1300-160

0140

0(min) 90

0(min)


TEMPARATURE OF HOT MIX AT SITE

bitumen test formet

Documents