Record of testQuality Control Register Part 1Recored of Tests :
Section - 3 Bitumen ConstructionAbstract of tests ConductedTest
No.Name of TestTest NoDate of TestResult, Qualified / Not
QualifiedIf No, Page No. and Date of NCRPage No & Date on which
Test Qualified1234567Tests for Priming and Tack CoatBL- 1Quality of
BitumeTest 1BL- 1 (J)Sieve Test for Bitumen EmulsionTest 1BL- 1
(K)Stability to Mixing with Course Aggregate on Bitumen
EmulsionsTest 1BL- 1 (L)Viscosity of Bitumen Emulsions by Standard
Saybolt-Furol ViscometerTest 1BL- 1 (M)Storage Stability test on
Bitumen EmulsionsTest 1BL- 1 (N)Particle change of Bitumen
EmulsionsTest 1BL- 1 (O)Miscibility of Bitumen Emulsions with
waterTest 1BL- 1 (P)Stability of Bitumen Emulsions with cementTest
1Tests for Premix Carpet, Surface Dressing and Modified Penetration
MacadamBL - 1Quality of BitumeBL - 1 (A)PenetrationTest 1Test 2Test
3BL - 1 (B)DuctilityTest 1Test 2Test 3BL - 1 (C)Softening PointTest
1Test 2Test 3BL - 1 (D)Specific GravityTest 1Test 2Test 3BL - 1
(E)Water ContentTest 1Test 2Test 3BL - 1 (F)Flash PointTest 1Test
2Test 3BL - 1 (G)ViscosityTest 1Test 2Test 3BL - 1 (H)Loss on
HeatingTest 1Test 2Test 3BL - 1 ( I
)Solubility(Trichoroethylene)Test 1Test 2Test 3BL - 1 (Q)Wax
ContentTest 1Test 2Test 3BL - 2Temparature of BinderTest 1Test
2Test 3BL - 4Aggregate Impact ValueTest 1Test 2Test 3BL -
5Flakiness IndexTest 1Test 2BL - 6Stripping of AggregateTest 1BL -
7Water AbsorptionTest 1Tests for Premix CarpetBL - 7ThicknessTable
Test.BL - 8Grading of AggregateTest 1Test 2Test 3Test 4Test 5Test
6Test 7Test 8BL - 13SoundnessBL - 14Binder ContentTests for Surface
Dressing and Modified Penetration MacadamBL - 3Rate of Spread of
BinderBL - 12Rate of Spread of AggregateAdditional Tests for
Modified BitumenBL - 1 (R)Elastic Recovary TestTest 1Test 2Test 3BL
- 1 (S)Separation TestTest 1Test 2Test 3
RedgQuality Control Register Part 1Section - 3 : Bitumen
ConstructionQuantities of Items, Frequancies of Tests and Number of
Tests RequiredSl. No.Description of Item of WorkUnitQuantityTest
No.Name of TestFrequency of TestNo. of Tests
Required123456781Priming Coat and Tack CoatTests of Bitume
Emulsions for Tack Coat/Priming Coat and other Bituminous
ConstructionBL- 1Quality of BitumeBL- 1 (J)Sieve Test for Bitumen
Emulsion1 test per lot or 10 TonneBL- 1 (K)Stability to Mixing with
Course Aggregate on Bitumen Emulsions2 test per lot or 10 TonneBL-
1 (L)Viscosity of Bitumen Emulsions by Standard Saybolt-Furol
Viscometer3 test per lot or 10 TonneBL- 1 (M)Storage Stability test
on Bitumen Emulsions4 test per lot or 10 TonneBL- 1 (N)Particle
change of Bitumen Emulsions5 test per lot or 10 TonneBL- 1
(O)Miscibility of Bitumen Emulsions with water6 test per lot or 10
TonneBL- 1 (P)Stability of Bitumen Emulsions with cement7 test per
lot or 10 TonneBL - 3Rate of Spread of Binder2 Tests per day or per
1000 Sq.m.22. Coat Surface Dressing/ Open Graded Premix Carpet with
Seal CoatTest of Bitumen/Modified Bitumen for Open Graded Pre Mix
Carpet/Surface DressingBL - 1Quality of BitumeBL - 1
(A)Penetration1 test per lot or 10 TonneBL - 1 (B)Ductility2 test
per lot or 10 TonneBL - 1 (C)Softening Point3 test per lot or 10
TonneBL - 1 (D)Specific Gravity4 test per lot or 10 TonneBL - 1
(E)Water Content5 test per lot or 10 TonneBL - 1 (F)Flash Point6
test per lot or 10 TonneBL - 1 (G)Viscosity7 test per lot or 10
TonneBL - 1 (H)Loss on Heating8 test per lot or 10 TonneBL - 1 ( I
)Solubility(Trichoroethylene)9 test per lot or 10 TonneBL - 1
(Q)Wax Content1test per lot or 10 TonneBL - 2Temperature of
BinderRegularlyBL - 4Aggregate Impact Value1 test per 250 cum. Per
sourceBL - 5Flakiness Index1 test per 250 cum. Per dayBL -
6Stripping of Aggregate1 test per sourceBL - 7Water Absorption1
test per sourceTest of Bitumen/Modified Bitumen for Open Graded Pre
Mix CarpetBL - 8Grading of Aggregate1 test per 50 cum. Per dayBL -
10ThicknessRegularlyBL - 13Soundness1 test per sourceBL - 14Binder
ContentTest 1BL - 1 (R)Elastic Recovery1 test per lot or 10 TonneBL
- 1 (S)Separation Deference1 test per lot or 10 TonneTest of
Bitumen/Modified Bitumen for Surface DressingBL - 3Rate of Spread
of Binder1 test per 1000 m2 or Per dayBL - 12Rate of Spread of
Aggregate1 test per 1000 m2 or Per day
Sieve Tests of Bitumen Emulsions for Prime Coat and Other
SurfacesFrom No. BL - 1 (J)Sieve Test for Bitumen EmulsionTest
1Sample Ref. :Date :Tanker No. :Type of Emulsion :Sample NoWt. of
Sieve (W1)Wt. of Sieve + sample (W2)Wt. of Sieve + sample after
heating (W2)Sample Wt. Retained after heating (W3 - W1)Percentage
{(W3-W1)/ (W2-W1)} 100As per IS:8887-1995LayerValuePermissible
LimitMax. 0.05%Checked By:Tested By:
Stability Aggr.From No. BL - 1 (K)Stability to Mixing with
Coarse Aggregate on Bitumen EmulsionTest 1Sample Ref. :Date :Tanker
No. :Aggregate : Wet/DrySample NoCoating of the total aggregate
surface area by the emulsionGood/Fair/PoorAs per IS:8887-1995Good
=Fully coatedFair =Coating applies to the condition of an excess of
coated area over on coated area,Poor =Applies to the condition of
an excess of uncoated area over on coated
area,LayerValuePermissible LimitAs per SpecificationChecked
By:Tested By:
ViscosityFrom No. BL - 1 (L)Viscosity of Bitumen by standerd
Saybolt - Furol ViscometerTest 1Sample Ref. :Date :Tanker No. :Type
of Emulsion :Sample NoTest TemparatureViscosityAcceptable Limit25
OCAs per IS: 8887-1995As per IS:8887-1995LayerValuePermissible
Limit50-400 Seconds at 50OAs Per IS: 8887-1995Checked By:Tested
By:
Storage stabilityFrom No. BL - 1 (M)Storage Stability Test on
Bitumen EmulsionTest 1Sample Ref. :Date :Tanker No. :Sample No% of
residue from top sample (A)% of residue from top sample
(B)Settlement (B-A)Acceptable LimitAs per IS: 8887 -
1995LayerValuePermissible Limit50-400 Seconds at 50OAs Per IS:
8887-1995Checked By:Tested By:
Particle changeFrom No. BL - 1 (N)Particle change of
EmulsionTest 1Sample Ref. :Date :Tanker No. :Type of Emulsion
:Sample NoWt. of SampleWt. of Emulsion on Cathode% of Cationic
emulsionAcceptable LimitAs per IS: 8887 - 1995LayerValuePermissible
Limit+veChecked By:Tested By:
MiscibilityFrom No. BL - 1 (O)Miscibility of Bitumen Emulsion
with WaterTest 1Sample Ref. :Date :Tanker No. :Type of Emulsion
:Sample NoTotal Volume (Distilled Water + Emulsion) (V)%
appreciable coagulation of asphalt contentAcceptable Limit25 OCAs
per IS: 8887-1995As per IS:8887-1995LayerValuePermissible
LimitNilChecked By:Tested By:
StabilityFrom No. BL - 1 (J)Sieve Test for Bitumen EmulsionTest
1Sample Ref. :Date :Tanker No. :Type of Emulsion :Sample NoWt. of
Sieve (W1)Wt. of Sieve + Wt. of sample Mixed with emulsion (W2)Wt.
of Sieve + weight of sample after washing (W2)Stability % with
Cement {(W3-W1)/ (W2-W1)} 100Acceptable LimitAs per
IS:8887-1995LayerValuePermissible LimitMax. 2% (SS)Checked
By:Tested By:
Rate of SpreadFrom No. BL - 3Test for Rate of Spread of
BinderTest No.Reference of the sampleDateTimeWeight of Binder on
TreyRate of SpreadWhether within Prescribed Limits (Yes/No)If No,
Date of Issue of NCR/Page No of O/CTested ByChecked
By123456789101234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950
PenetrationForm No. BL-1 (A)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamPenetration of BitumenTest
1Sample No.Date of TestingTanker No.1Pouring Temperature, OC2Period
of cooling in atmosphere, minutes3Room Temperature, OC4Period of
cooling in water Bath, minutes5Actual Test Temperature,
OCPenetrometer dial readingSample No.Sample No.Test 1Test 2Test
3Mean ValueTest 1Test 2Test 3Mean ValueInitialFinalPenetration
valueMean Penetration valueLayerValuePermissible LimitDepending
upon grade specifiedChecked by:Tested By:Form No. BL-1 (B)Bitumen
for Premix Carpet/ Surface Dressing/ Modified Penetration
MacadamDuctility of BitumenTest 1Sample No.Date of SamplingTanker
No.Date of Testing1Grade of bitumen2Pouring Temperature, OC3Test
Temperature, OC4Period of cooling , minutes4.1in Air4.2In Water
bath before trimming4.3In Water bath after trimmingTest
PropertyBriquette numberMean Value(a)(b)(c)Ductility value
(cm)LayerValuePermissible LimitMore then 75 UnitChecked by:Tested
By:
Soft... pointForm No. BL-1 (C)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamSoftning Point of BitumenTest
1Sample No.Date of SemplingTanker No.Date of Testing1Grade of
bitumen2Approximate softening Point3Liquide used in water bath
(water / Glycerin)4Period of Air Cooling (minutes)5Period of
cooling in water bath (minutes)Test PropertiesSample No. 1Sample
No. 2Ball No.Ball No.Temp. at which sample touch bottom palate
(OC)1212Mean value, Softening PointLevelValuePermissible PointMore
than 40OCTested By:Checked By:Form No. BL-1 (D)Bitumen for Premix
Carpet/ Surface Dressing/ Modified Penetration MacadamSpecific
Gravity of BitumenTest 1Sample No.Date of SemplingBitume GradeDate
of TestingSample No.Wt. of Bottle (gm)Wt. of Bottle + distilled
water (gm)Wt. of Bottle + half filled material(gm)Wt. of Bottle +
half filled material + distilled water (gm)Specific
gravity123AverageLevelValuePermissible PointNot less than 0.99
gm/ccTested By:Checked By:
IS73Form No. BL-1 (E)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamWater Content of BitumenIS:
73 - 1992Test 1Sample Ref. :Date of testing:Tanker No. :Bitume
Grade :Sample NoWt. of Sample before heating (w1)Wt. of Sample
after heating (w2)Water loss(W1-W2)Precentage water
contentLayerValuePermissible LimitMax 0.2 %Checked By:Tested
By:Form No. BL-1 (F)Bitumen for Premix Carpet/ Surface Dressing/
Modified Penetration MacadamFlash Point of BitumenTest 1Sample Ref.
:Date of testing:Tanker No. :Bitume Grade :Sample No.Flash Point
oCCorrected flash PointLayerValuePermissible LimitMin. 220oCChecked
By:Tested By:
Viscosity2Form No. BL-1 (G)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamViscosity of BitumenTest
1Sample Ref:Date of Testing:Tanmer No :Bitumen Grade :Sample
No.Flash TimeAtmospheric PressureViscosityLayerValuePermissible
LimitAs per SpecificationTested By:Checked By:Form No. BL-1
(H)Bitumen for Premix Carpet/ Surface Dressing/ Modified
Penetration MacadamLoss heat of BitumeTest 1Sample Ref:Date of
Testing:Tanmer No :Bitumen Grade :(a) Per Cent loss on heatSample
NoWt. of Bitumen before heating (W1)Wt. of Bitumen after heating
(W2)Precentage loss in wt. [(W1-W2)/W1]x 100(b) Retained
Penetration PercentageSample No.Penetration before heating
(l1)Penetration after heating (l2)Retained Penetration Percentage
(l1/l2) x 100LayerValuePermissible LimitAs per SpecificationTested
By:Checked By:
SolubilityForm No. BL-1 (I)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamSolubility of BitumenTest
1Sample Ref:Date of Testing:Tanmer No :Bitumen Grade :Sample NoWt.
of Sample (w1)Wt. of insoluble material (w1)Percentage of Soluble
material[(W1-W2)/W1]x 100LayerValuePermissible LimitMin 99%Tested
By:Checked By:Form No. BL-1 (Q)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamSolubility of BitumenTest
1Sample Ref:Date of Testing:Tanmer No :Bitumen Grade :Sample
No.Mass Weighting flask in gm (W1)Mass Weighting flask plus wax gm
(W2)Mass of sample in gm (S)Wax%[(W1-W2)/S]x
100LayerValuePermissible LimitMin 4.5%Tested By:Checked By:
Pene. BitumenForm No. BL-1 (A)Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamPenetration of BitumenTest
1Sample No.Date of TestingTanker No.1Pouring Temperature, OC2Period
of cooling in atmosphere, minutes3Room Temperature, OC4Period of
cooling in water Bath, minutes5Actual Test Temperature,
OCPenetrometer dial readingSample No.Sample No.Test 1Test 2Test
3Mean ValueTest 1Test 2Test 3Mean ValueInitialFinalPenetration
valueMean Penetration valueLayerValuePermissible LimitDepending
upon grade specifiedChecked by:Tested By:Form No. BL-1 (B)Bitumen
for Premix Carpet/ Surface Dressing/ Modified Penetration
MacadamDuctility of BitumenTest 1Sample No.Date of SamplingTanker
No.Date of Testing1Grade of bitumen2Pouring Temperature, OC3Test
Temperature, OC4Period of cooling , minutes4.1in Air4.2In Water
bath before trimming4.3In Water bath after trimmingTest
PropertyBriquette numberMean Value(a)(b)(c)Ductility value
(cm)LayerValuePermissible LimitMore then 75 UnitChecked by:Tested
By:
Temp. binderFrom No. BL - 2Tests for Temperature of Binder
BitumenTest No.Reference of the sampleDetails of
thermometerDateTimeTemperature in OCWhether within Prescribed
Limits (Yes/No)If No, Date of Issue of NCR/Page No of O/CTested
ByChecked
By123456789101234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950
AIVForm No. BL- 4Bitumen for Premix Carpet/ Surface Dressing/
Modified Penetration MacadamAggregate Impact Value of Aggregate
(IS: 2386 - Part 4)Test 1Sample No :Date of Testing :Name of
Quarry/ Location :Weight of Sample taken:ObservationTest
Nos.Average123Weight of aggregate sample filling in the cylinder =
W1 (gm)Weight of aggregate passing 2.36mm sieve after the test = W2
(gm)A.I.V. = (W2/W1) x 100LayerValuePermissible LimitSub base
CourseNot more than 50Base CourseNot more than 40Wearing CourseNot
more than 30Checked by :Tested by:Form No. BL- 4Bitumen for Premix
Carpet/ Surface Dressing/ Modified Penetration MacadamAggregate
Impact Value of Aggregate (IS: 2386 - Part 4)Test 2Sample No :Date
of Testing :Name of Quarry/ Location :Weight of Sample
taken:ObservationTest Nos.Average123Weight of aggregate sample
filling in the cylinder = W1 (gm)Weight of aggregate passing 2.36mm
sieve after the test = W2 (gm)A.I.V. = (W2/W1) x
100LayerValuePermissible LimitSub base CourseNot more than 50Base
CourseNot more than 40Wearing CourseNot more than 30Checked by
:Tested by:Form No. BL- 4Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamAggregate Impact Value of
Aggregate (IS: 2386 - Part 4)Test 3Sample No :Date of Testing :Name
of Quarry/ Location :Weight of Sample taken:ObservationTest
Nos.Average123Weight of aggregate sample filling in the cylinder =
W1 (gm)Weight of aggregate passing 2.36mm sieve after the test = W2
(gm)A.I.V. = (W2/W1) x 100LayerValuePermissible LimitSub base
CourseNot more than 50Base CourseNot more than 40Wearing CourseNot
more than 30Checked by :Tested by:
FlakinessForm BL - 5Tests for Aggregate for Bituminous
ConstructionFlakiness Index of AggregateTest 1Sample No.Date of
Sempling :Name of Quarry / Location:Date of Testing :Size of
AggregateWt. of the fraction consisting of at least 200 pieces
(gm)Thickness gauge size, (0.6 times the mean sieve) (mm)Weight of
aggregate in each fraction passing thickness gauge (gm)Passing
through I.S. Sieve (mm)Retained on I.S. Sieve (mm)6350W1 =23.90W1
=5040W2 =27.00W2 =4031.5W3 =19.50W3 =31.525W4 =16.95W4 =2520W5
=13.50W5 =2016W6 =10.80W6 =1612.5W7 =8.55W7 =12.510W8 =6.75W8
=106.3W9 =4.89W9 =TotalW =W =wFlakiness index (F.l.) = x 100 = (%)
WLayerValuePermissible LimitWhether Confirms to the Prescribed
limits (Yes/No)If results don't conform to the prescribed Limits,
non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy
preserved.Page No Date of Issue .Checked by:Tested by:Date:
________________Date: _______________
StrippingvalueBitumen for Premix Carpet/ Surface Dressing/
Modified Penetration MacadamStripping Value of AggregateTest
1Sample No :Date of Sampling:Name of Quarry/ Location :Date of
Testing :Type of AggregateType of BinderPercentage of Binder
usedTotal Weight of AggregateTotal weight of BinderTemperature of
water bathNumber of observationsStripping (%)123Average
ValueLayerValuePermissible LimitNot more then 15 per centChecked
By:Tested By:From No. BL - 7Bitumen for Premix Carpet/ Surface
Dressing/ Modified Penetration MacadamWater absorption of
AggregateIS:2386 (Part 3)Test 1Sample No. :Date of Sampling :Name
of Quarry / Location :Date of Testing :Size of Aggregate :Type of
Aggregate :ObservationTest Nos.12Mean ValueWt. of Saturated
aggregate and basket in water (W1) gmWt. of basket in water (W2)
gmWt. of Saturated surface dry ggregate in air (W3) gmWt. of oven
dried aggregate in air (W4) gmSpecific Gravity = W4 / W3 - (W1 -
W2)Apparent Specific Gravity = W4 / W4 - (W1 - W2)Water Absorption
= (W3 - W4) x 100/ W4 (%)Mean Value of Specific Gravity =Mean Value
of Apparent Specific Gravity =Mean Value of Water Absorption
=LayerValuePermissible LimitNot more then 2 per centChecked
By:Tested By:
SieveForm BL - 8Aggregate for Premix CarpetSieve Analysis (IS:
2386 (Part 4) - 1985)Test 1Road / Section DetailsDate of Testing
:Sample No.Weight of Sample taken: (gm)I.S. Sieve designationWeight
of sample retained (gm)Percent of Wt. retained (%)Cummulative
Percent of Wt. retained (%)Percent of Wt. Passing (%)Prescribed
ValueWhether Confirms to the Prescribed limits (Yes/No)If results
don't conform to the prescribed Limits, non conformance Reports
will be issued by the PIU. The rferance of the page No. of this
Register on which Non Conformance Reports copy preserved.Page No
Date of Issue .Checked byTested byInstruction for Blending(Date
& Signature)(Officer in charge)Form BL - 8Aggregate for Premix
CarpetSieve Analysis (IS: 2386 (Part 4) - 1985)Test 2Road / Section
DetailsDate of Testing :Sample No.Weight of Sample taken: (gm)I.S.
Sieve designationWeight of sample retained (gm)Percent of Wt.
retained (%)Cummulative Percent of Wt. retained (%)Percent of Wt.
Passing (%)Prescribed ValueWhether Confirms to the Prescribed
limits (Yes/No)If results don't conform to the prescribed Limits,
non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy
preserved.Page No Date of Issue .Checked byTested byInstruction for
Blending(Date & Signature)(Officer in charge)Form BL -
8Aggregate for Premix CarpetSieve Analysis (IS: 2386 (Part 4) -
1985)Test 3Road / Section DetailsDate of Testing :Sample No.Weight
of Sample taken: (gm)I.S. Sieve designationWeight of sample
retained (gm)Percent of Wt. retained (%)Cummulative Percent of Wt.
retained (%)Percent of Wt. Passing (%)Prescribed ValueWhether
Confirms to the Prescribed limits (Yes/No)If results don't conform
to the prescribed Limits, non conformance Reports will be issued by
the PIU. The rferance of the page No. of this Register on which Non
Conformance Reports copy preserved.Page No Date of Issue .Checked
byTested byInstruction for Blending(Date & Signature)(Officer
in charge)Form BL - 8Aggregate for Premix CarpetSieve Analysis (IS:
2386 (Part 4) - 1985)Test 4Road / Section DetailsDate of Testing
:Sample No.Weight of Sample taken: (gm)I.S. Sieve designationWeight
of sample retained (gm)Percent of Wt. retained (%)Cummulative
Percent of Wt. retained (%)Percent of Wt. Passing (%)Prescribed
ValueWhether Confirms to the Prescribed limits (Yes/No)If results
don't conform to the prescribed Limits, non conformance Reports
will be issued by the PIU. The rferance of the page No. of this
Register on which Non Conformance Reports copy preserved.Page No
Date of Issue .Checked byTested byInstruction for Blending(Date
& Signature)(Officer in charge)Form BL - 8Aggregate for Premix
CarpetSieve Analysis (IS: 2386 (Part 4) - 1985)Test 5Road / Section
DetailsDate of Testing :Sample No.Weight of Sample taken: (gm)I.S.
Sieve designationWeight of sample retained (gm)Percent of Wt.
retained (%)Cummulative Percent of Wt. retained (%)Percent of Wt.
Passing (%)Prescribed ValueWhether Confirms to the Prescribed
limits (Yes/No)If results don't conform to the prescribed Limits,
non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy
preserved.Page No Date of Issue .Checked byTested byInstruction for
Blending(Date & Signature)(Officer in charge)Form BL -
8Aggregate for Premix CarpetSieve Analysis (IS: 2386 (Part 4) -
1985)Test 6Road / Section DetailsDate of Testing :Sample No.Weight
of Sample taken: (gm)I.S. Sieve designationWeight of sample
retained (gm)Percent of Wt. retained (%)Cummulative Percent of Wt.
retained (%)Percent of Wt. Passing (%)Prescribed ValueWhether
Confirms to the Prescribed limits (Yes/No)If results don't conform
to the prescribed Limits, non conformance Reports will be issued by
the PIU. The rferance of the page No. of this Register on which Non
Conformance Reports copy preserved.Page No Date of Issue .Checked
byTested byInstruction for Blending(Date & Signature)(Officer
in charge)Form BL - 8Aggregate for Premix CarpetSieve Analysis (IS:
2386 (Part 4) - 1985)Test 7Road / Section DetailsDate of Testing
:Sample No.Weight of Sample taken: (gm)I.S. Sieve designationWeight
of sample retained (gm)Percent of Wt. retained (%)Cummulative
Percent of Wt. retained (%)Percent of Wt. Passing (%)Prescribed
ValueWhether Confirms to the Prescribed limits (Yes/No)If results
don't conform to the prescribed Limits, non conformance Reports
will be issued by the PIU. The rferance of the page No. of this
Register on which Non Conformance Reports copy preserved.Page No
Date of Issue .Checked byTested byInstruction for Blending(Date
& Signature)(Officer in charge)Form BL - 8Aggregate for Premix
CarpetSieve Analysis (IS: 2386 (Part 4) - 1985)Test 8Road / Section
DetailsDate of Testing :Sample No.Weight of Sample taken: (gm)I.S.
Sieve designationWeight of sample retained (gm)Percent of Wt.
retained (%)Cummulative Percent of Wt. retained (%)Percent of Wt.
Passing (%)Prescribed ValueWhether Confirms to the Prescribed
limits (Yes/No)If results don't conform to the prescribed Limits,
non conformance Reports will be issued by the PIU. The rferance of
the page No. of this Register on which Non Conformance Reports copy
preserved.Page No Date of Issue .Checked byTested byInstruction for
Blending(Date & Signature)(Officer in charge)
thicknessFrom No. GB - 6Thickness of Layer Test Water Bound
Macadam Grade 3Test No.Date of TestingLocation ReferenceMesurement
of Thickness using Wooden Blocks (mm)Specified depth (mm)Deviation
to be corrected more then or less then specifid (cm)Variation in
Prescribed limits (Yes/No)If No. Date of NCR/ Page no. of O/CTested
byChecked by123456789101Average Depth (cm.)2Average Depth
(cm.)3Average Depth (cm.)4Average Depth (cm.)5Average Depth
(cm.)6Average Depth (cm.)7Average Depth (cm.)8Average Depth
(cm.)9Average Depth (cm.)10Average Depth (cm.)11Average Depth
(cm.)12Average Depth (cm.)13Average Depth (cm.)14Average Depth
(cm.)15Average Depth (cm.)16Average Depth (cm.)17Average Depth
(cm.)18Average Depth (cm.)19Average Depth (cm.)20Average Depth
(cm.)21Average Depth (cm.)22Average Depth (cm.)23Average Depth
(cm.)24Average Depth (cm.)25Average Depth (cm.)26Average Depth
(cm.)27Average Depth (cm.)28Average Depth (cm.)29Average Depth
(cm.)30Average Depth (cm.)31Average Depth (cm.)32Average Depth
(cm.)33Average Depth (cm.)34Average Depth (cm.)35Average Depth
(cm.)36Average Depth (cm.)37Average Depth (cm.)38Average Depth
(cm.)39Average Depth (cm.)40Average Depth (cm.)41Average Depth
(cm.)42Average Depth (cm.)43Average Depth (cm.)44Average Depth
(cm.)45Average Depth (cm.)46Average Depth (cm.)47Average Depth
(cm.)48Average Depth (cm.)49Average Depth (cm.)50Average Depth
(cm.)51Average Depth (cm.)52Average Depth (cm.)53Average Depth
(cm.)54Average Depth (cm.)55Average Depth (cm.)56Average Depth
(cm.)
Sheet3From No. BL - 13Aggregate for Premix CarpetTest 1Soundness
of AggregateSample No:Date of Sampling :Name of Quarry /
LocationDate of Testing :Type of reagent used:Number of Cycles:Type
of Coarse Aggregate Sample:Sieve Size, mm.Grading of original
Samples (%)Wt. of each fraction before test (gm)Percentage passing
finer sieve after test (actual percent loss)Weighted average
(corrected percentage
loss)PassingRetained123456604040202010104.75Number of Particles
coarser than 20mm before testNumber of particles affected,
classified as to the number disintegrating, splitting, crumbing,
cracking or flankingPassingRetainedNumber before
test40mm20mm60mm40mmLayerValuePermissible LimitMaximum 12 per cent
(Sodium Sulphate Solution)Maximum 18 per cent (Sodium Sulphate
Solution)Checked by :tested By :
Binder ContentFrom No. BL - 14Test for Binder ContentTest
No.Referance of the sampleDateWt. of mix taken before extraction
(A)Wt. of Filter paper before extraction (B)Wt. of mix after
extraction (C)Wt. of Filter paper after extraction (D)Wt. of filter
collected from extract after allowing for setting (E)Wt. of filter
collected in filter Paper (B-D) = FWt. of Aggregate + filter
collected after Extraction (C+E+F) = GPercentage of Bitumen (in the
mix) (A-G) x 100 / AIf No. Date of NCR/ Page no. of O/CTested
byChecked
by12345678910111213141234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950
Rate of Spread (2)From No. BL - 12Test for Rate of Spread of
BinderTest No.Reference of the sampleDateTimeWeight of Binder on
TreyRate of SpreadWhether within Prescribed Limits (Yes/No)If No,
Date of Issue of NCR/Page No of O/CTested ByChecked
By123456789101234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950
Rate of Spread aggrFrom No. BL - 3Test for Rate of Spread of
AggregateTest No.Reference of the sampleDateTimeArea Considered for
testWt. of aggregateRate of SpreadWhether within Prescribed Limits
(Yes/No)If No, Date of Issue of NCR/Page No of O/CTested ByChecked
By12345678910111234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950
Elastic RecovaryForm No. BL-1(R)Test for Elastic Recovery for
Modified BitumenTest 1Sample No:Date of Testing:Tanker No.Bitumen
Grade:Sample NumberInitial Deformation of SpecimenLength of
Recombined Specimen (X) Cm.Elastic Recovery in Percentage (10-X) /
10x100Average =Tested byChecked ByForm No. BL-1(S)Separation Test
for Modified BitumenTest 1Sample No:Date of Testing:Tanker
No.Bitumen Grade:Sample NumberSoftening Point of Top Sample
(X)Softening Point of Bottom Sample (Y)Difference(X-Y)Average
=Tested byChecked ByForm No. BL-1(R)Test for Elastic Recovery for
Modified BitumenTest 2Sample No:Date of Testing:Tanker No.Bitumen
Grade:Sample NumberInitial Deformation of SpecimenLength of
Recombined Specimen (X) Cm.Elastic Recovery in Percentage (10-X) /
10x100Average =Tested byChecked ByForm No. BL-1(S)Separation Test
for Modified BitumenTest 2Sample No:Date of Testing:Tanker
No.Bitumen Grade:Sample NumberSoftening Point of Top Sample
(X)Softening Point of Bottom Sample (Y)Difference(X-Y)Average
=Tested byChecked ByForm No. BL-1(R)Test for Elastic Recovery for
Modified BitumenTest 3Sample No:Date of Testing:Tanker No.Bitumen
Grade:Sample NumberInitial Deformation of SpecimenLength of
Recombined Specimen (X) Cm.Elastic Recovery in Percentage (10-X) /
10x100Average =Tested byChecked ByForm No. BL-1(S)Separation Test
for Modified BitumenTest 3Sample No:Date of Testing:Tanker
No.Bitumen Grade:Sample NumberSoftening Point of Top Sample
(X)Softening Point of Bottom Sample (Y)Difference(X-Y)Average
=Tested byChecked By
