Appendix 1
TEST PLAN FOR CONCRETING WORKS
CONTROL ITEM
SAND
Coarse Aggregate
Water
FREQUENCY OF TESTING
once per stockpile per 100 ton
once per stockpile per 1000 ton
once per stockpile per 1000 ton
once per stockpile per 100 ton
once per stockpile per 1000 ton
once per stockpile per 1000 ton
At least Once or as directed by SO
TEST IS TO BE PERFORMED
Grading (MS30)
Organic Content (MS30)
Slit Content
Chloride Content
Sulphate Content
Grading (MS30)
Water Absportion
Flakinesss Index
Elongation Index
Crushing Value
Soundness Test
Chemical Analysis, Mortar Setting and Compressive
Strength
13 KG
13 KG
13 KG
MINIMUM NO. OF
TESTS REQUIRED
1
1
1
Size : 20mm -25 Kg,
40mm - 50 Kg
1
1
1
SAMPLE SIZE
Chemical Analysis : 5
liters, Mortar Cube:
-10 liters
REMARKS
1
Sirim Certificate & Certificate of
Compliance
Cement
Steel Bars
At least Once or as directed by SO
Physical & Mechanical Proporties
Mill Certificate
Steel Fabric
At least Once or as directed by SO
Physical & Mechanical Proporties
Mill Certificate
Concrete
Random batches as directed by SO
Representative
Slump Test
Random batches minimum 6 Nos. Per
day
Random batches as directed by SO
Representative
Compacting Factor
Random batches minimum 6 Nos. Per
day
Random batches as directed by SO
Representative
Cubes
Random batches minimum 6 Nos. Per
day
QUALITY CONTROL TESTING REQUIREMENTS
TEST IS TO BE PERFORMED
CONTROL ITEM
LAB TESTS
Earthworks
FREQUENCY OF TESTS
FIELD TESTS
(I) Atterburg Limits and Plasticity
One Test for every 1500m3 and at (I) Insitu Density Test
Index (II) BS1377 Compaction Test (III) each change of source
4 days Soak CBR Test.
FREQUENCY OF
TESTS
One Test for every
500m2
(I) Atterburg Limits and Plasticity
One Test for every 1500m3 and at (I) Insitu Density Test
Index
(II)
BS1377
Compaction
Test
(III)
each change of source. Minimum
Subgrade (top
4
days
Soak
CBR
Test.
Frequency will be 1-2 tests per
300mm below
KM
Formation Level)
One Test for every
300m2 of each
compacted layer
(I) Atterburg Limits and Plasticity
One Test for every 1500m3 and at (I) Insitu Density Test
Index (II) BS1377 Compaction Test (III) each change of source. Minimum
4 days Soak CBR Test.
Frequency will be 1-2 tests per
KM
One Test for every
300m2 of each
compacted layer
(I)Gradation Analysis (II) BS1377
One Test for every 750m3 of
Compaction Test (III) 4 days Soak CBR materials or change of source
Test. (IV) Flakiness Index (v) Sodium
Sulphate Soundness Test (VI)
Aggregate crushing Value (VII)
Atterberg Limits & Plasticity Index
(I) Insitue Density Test
One Test for every
200m2 of each
compacted layer
(I)Gradation Analysis (II) BS1377
One Test for every 750m3 of
Compaction Test (III) 4 days Soak CBR materials or change of source
Test. (IV) Flakiness Index (v) Sodium
Sulphate Soundness Test (VI)
Aggregate crushing Value (VII)
Atterberg Limits & Plasticity Index
(I) Insitue Density Test
One Test for every
150m2 of each
compacted layer
Earth Shoulder
Subbase
Road Base
(I) Gradation analysis of stockpiled
1 test per stockpile per 2,500
aggregate(II) Particle Shape Tests(III) tons (or 1,000 m3) of asphaltic
Determination of % particles with
concrete produced
Asphaltic Wearing fractured face (IV) Specific gravity and
water absorption of stockpiled
Course
aggregates
(V) Gradation analysis of aggregates 1 test per day of production
in mixing plant hot bins (VI) Gradation
analysis of mineral filler
(VII) Comprehensive Marshall Test
1 test per 200 tons of asphaltic
(Preparation of specimen for standard concrete produced
stability and flow test, determination
of bulk specific gravityof specimen,
determine % of voids in compacted
aggrgate, % of these voids filled with
bitumen, and % of air voids in
compacted mix
(VIII) Extraction of bitumen from
Asphaltic concrete
(IX) Gradation analysis of aggregate
extracted from asphaltic concrete
1 test per 200 tons of asphaltic
concrete produced
1 test per 200 tons of asphaltic
concrete produced
(X) Determination of maximum
specific gravity of asphaltic concrete
1 test per 200 tons of asphaltic
concrete produced
(XI)Coring Test
1 sample per 500 m2 of
mix laid but not less
than 2 samples for the
work completed in each
paving
(XII) Temperature of asphaltic
concrete at the time of laying
1 Test per every load delivered
for Paving
Appendix 1
OL TESTING REQUIREMENTS
SAMPLE
SIZE (KG)
REMARKS
Appendix 2
Appendix 1
QUALITY CONTROL TESTING REQUIREMENTS FOR ROAD ACCORDING TO SSRW
TEST IS TO BE PERFORMED
CONTROL ITEM
TESTS
Check
RECOMMENDED FREQUENCY
OF TESTS
(I) Atterberg Limits and Plasticity Index
REMARKS
Check
PASSING CRITERIA
PI<=55, LL<=80
Exisitng Ground
(ii) Organic Content
(I) Atterberg Limits and Plasticity Index
Embankment Fill
(I) Atterberg Limits and Plasticity Index
(II) BS1377 Compaction Test
(I) Atterberg Limits and Plasticity Index
(II) BS1377 Compaction Test
(I) Atterberg Limits and Plasticity Index
Subbase
90%
One Test for every 1500m3 and at
each change of source. Minimum
Frequency will be 1-2 tests per
KM
PI<=20, LL<=45
NA
5
One Test for every 300m2 of each
compacted layer
95%
One Test for every 1500m3 and at
each change of source. Minimum
Frequency will be 1-2 tests per
KM
PI<=55, LL<=80
NA
<= 2.5%
One Test for every 300m2 of each
compacted layer
One Test for every 750m3 of
materials or change of source
95%
PI<=6, LL<=25
(II) BS1377 Compaction Test
NA
(III) 4 days Soak CBR Test.
>=30
(IV) Aggregate crushing Value (ACV)
<=35
(V) Flakiness Index (FI)
<=30
(VI)Gradation Analysis
Grading curve; Table 4.1
SSRW
(VII) Fielde Density Test (FDT)
(I) BS1377 Compaction Test
Road Base
One Test for every 500m2
(III) Organic Content
(I) Field Density Test (FDT)
PI<=55, LL<=80
NA
(III) 4 days Soak CBR Test.
(IV) Field Density Test (FDT)
Earth Shoulder
One Test for every 1500m and at
each change of source
(II) BS1377 Compaction Test
(iii) Field Density Test (FDT)
Subgrade (top
300mm below
Formation Level)
<=2.5%
3
One Test for every 200m2 of each
compacted layer
One Test for every 750m3 of
materials or change of source
95%
NA
(II) 4 days Soak CBR Test.
>=80
(III) Aggregate crushing Value (ACV)
<=30
(IV) Sodium Sulphate Soundness Test
<=12%
(V) Flakiness Index
<=30
(VI)Gradation Analysis
grading curve; Table 4.3
SSRW
(VII) Fielde Density Test (FDT)
(I) water absorption of stockpiled
aggregates
(II) Flakiness Index of stockpiled
aggregates
(III) ACV of stockpiled aggregates
One Test for every 150m2 of each
compacted layer
1 test per stockpile per 2,500
tons (or 1,000 m3) of asphaltic
concrete produced
97%
<=2%
<=30
<=30
(IV) soundness of stockpiled aggregate
<=12%
(V) PSV Of stockpiled aggregate
>=40
(VI) Gradation analysis of aggregates in
mixing plant hot bins
(VII) Comprehensive Marshall Test
1 test per day of production
Grading curve; Table 4.8
SSRW
1 test per 200 tons of asphaltic
concrete produced
Stability: ACW 500 ;
ACB 450, Flow: 4.0
- 2.0; Stiffness: ACW
250; ACB 200
(VIII) Extraction of bitumen from Asphaltic
concrete
1 test per 200 tons of asphaltic
concrete produced
ACW = 4.5-6.5; ACB
= 4.0-6.0
(IX) Gradation analysis of aggregate
extracted from asphaltic concrete
(X) Determination of maximum specific
gravity of asphaltic concrete
(XI)Coring Test
1 test per 200 tons of asphaltic
concrete produced
1 test per 200 tons of asphaltic
concrete produced
1 sample per 500 m2 of mix laid
but not less than 2 samples for
the work completed in each
paving
(XII) Temperature of asphaltic concrete at
the time of laying
1 Test per every load delivered
for Paving
Asphaltic
Binder/Wearing
Course
Grading curve
Specified thickness
110-130 C
Check
TEST PLAN FOR CONCRETING WORKS
CONTROL ITEM
Steel Bars
Steel Fabric
TEST IS TO BE PERFORMED
Physical & Mechanical
Properties
Physical & Mechanical
Properties
FREQUENCY OF TESTING
At least Once or as directed by SO
At least Once or as directed by SO
Passing Criteria
T = 460 Mpa,
R=250Mpa
485 Mpa
Slump Test
Every ready mix truck or 4m3 of
production
As specified
Cubes
20m3 for beam, slab; 10m3 for
foundation and column
As per grade
Concrete
Appendix 1
REMARKS
Mill Certificate
Mill Certificate
