Bitumen Test Formet
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7/28/2019 Bitumen Test Formet
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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)
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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
PUBLIC WORKS DEPARTMENT
NH Works, Assam
AP Works Under MOSRT&H, Govt. of India
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
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Packeg No. : Package No.PWD-NH( R)/GHY/08-09/03
Name of Contractor : Bhagya Kalita
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
FOR THE CONTRACTOR FOR THE ENGINEER
Lab Technician
Material Engineer
19 - 45
PUBLIC WORKS DEPARTMENT
NH Works, Assam
AP Works Under MOSRT&H, Govt. of India
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
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Packeg No. : Package No.PWD-NH( R)/GHY/08-09/03
Name of Contractor : Bhagya Kalita
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
PUBLIC WORKS DEPARTMENT
NH Works, Assam
AP Works Under MOSRT&H, Govt. of India
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 (%)
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Packeg No. : Package No.PWD-NH( R)/GHY/08-09/03
Name of Contractor : Bhagya Kalita
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
PUBLIC WORKS DEPARTMENT
NH Works, Assam
AP Works Under MOSRT&H, Govt. of India
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)
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Packeg No. : Package No.PWD-NH( R)/GHY/08-09/03
Name of Contractor : Bhagya Kalita
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
AP Works Under MOSRT&H, Govt. of India
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Packeg No. : Package No.PWD-NH( R)/GHY/08-09/03
Name of Contractor : Bhagya Kalita
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. :_________________________
PUBLIC WORKS DEPARTMENT
NH Works, Assam
AP Works Under MOSRT&H, Govt. of India
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)
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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
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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
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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)
FOR THE CONTRACTOR FOR THE ENGINEER
TEMPARATURE OF BINDER, AGGREGATE & HOT MIX
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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)
FOR THE CONTRACTOR FOR THE ENGINEER
TEMPARATURE OF HOT MIX AT SITE