LAB ID: Client Nameof the Work Contractor 13.06.2013 SPECIFIC GRAVITY AND WATER ABSORPTION TEST IS:2386 Part 111 ExecutiveEngineer JobCodeNo: 194-13-000042 SampleRegestierNo: 060513-002 SampleID No: 30600-187/07 SampleCollectedIn PresenceOf: StageOf Work: Type/Nature Of Work: Typeof Mix BangaloreSouth Division,BBMP,Bangalore-62. Improvementsand developmentalworksto roadsand drainsat Jambusavaridinne at 1st, 2nd and 3rd crossin Gottigere in Ward No.194 Technicalmanager(east)KRIDL,ProjectImplementationUnit, Madhavanagar,Bangalore S60001 No.EE/B.S.D/W.0/417/2012-13Dated:08.03.2013 Yetto start. Developmentsworks to roadsand drains. BituminousMacadam Dateof Testing 13.06.2013 SI. No. 1 2 Details Weight of aggregatesuspendedin water with the basket Weight of basketsuspendedin water Notation Test Number Mean Value Test 1 Test2 Wlg 2038 2034 W2g 750 750 3 4 5 6 7 8 Weight of saturatedaggregatein water Weight of saturatedsurfacedry aggregatein air Weight of water equalto the volume of the aggregate Weight of ovendried aggregate SpecificGravity ApparentSpecificgravity (Wl-W2) = Wsg 1291 1284 W3g 2046 2040 (W3-WS) g 755 756 W4g 2022 2018 W4/(W3-WS) 2.68 2.67 2.67 W4/(W4-WS) 2.77 2.75 2.76 9 Water Absorption ((W3-W4)*100)/ W4 0.01 0.01 0.01 Tectmical Manc:ger \
Lab ID: 15.06.2013 TEST RESULTS OF STRIPPING VALUE OF ROAD AGGREGATES (Static Immersion Test) IS:6241 Executive Engineer BangaloreSouth Division, BBMP,Bangalore-62. Improvements and developmental works to roads and drains at Jambusavaridinne at 1st, 2nd and 3rd cross in Gottigere in Ward No.194 Job Code No: Sample Regestier No: Sample ID No: Sample Collected In Presence Of: StageOf Work: Type/Nature Of Work: Type of Mix: Technical manager (east) KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001 No.EE/B.S.D/W.0/417/2012-13 Dated: 08.03.2013 194-13-000042 060513-002 30600-187/08 Yet to start. Developments works to roads and drains. Bituminous Macadam Date of test: 15.06.2013 Type of binder: 80/100 Percentageof binder used: Total weight of aggregate: Total weight of binder: Temperature of water-bath: 5.0 % by wt. 200 g 10.0 g 40 c Observation Number Stripping, % Average% Average Retained Coating% 1 9 2 4 6.00 94.00 NOTE: 3 5 Note: Thistest report should not be reproduced except in full, without written approval of the laboratory \
Lab ID: 15.06.2013 TEST RESULTS OF AGGREGATE GRADATION TEST ExecutiveEngineer BangaloreSouth Division, BBMP,Bangalore-62. Improvements and developmental works to roads and drains at Jambusavaridinne at 1st, 2nd and 3rd crossin Gottigere in Ward No.194 Job code: SampleRegestierNo: SampleID No: SampleCollected In PresenceOf: StageOf Work: Type/Nature Of Work: SampleIdentification: Technicalmanager(east) KRIDL,Project Implementation Unit, Madhavanagar,Bangalore-560001 No.EE/B.S.D/W.0/417/2012-13 Dated:08.03.2013 194-13-000042 060513-002 30600-187/08 Yet to start. Date of test: 15.06.2013 Developmentsworks to roads and drains. SemiDenseBituminous ConcreteGradeII.TOTAL WEIGHT OFSAMPLE: 470 grams SIEVESIZE (mm) Weight %Retained Cumulative % % Passing Requirements as Remarks Retained in Retained permorth (gm) 13.2 0 0 0 100 100 9.5 Gradation 41 8.72 8.72 91.28 90-100 satisfiessemi 4.75 190 40.43 49.15 50.85 35-51 Dense 2.36 85 18.09 67.23 32.77 Bituminous 24-39 1.18 concrete Grade- 75 15.96 83.19 16.81 15-30 II specification 0.3 27 5.74 88.94 11.06 9-19 asper MORTH 0.075 20 4.26 93.19 6.81 Table500.15 3-8 Pagel/
TOTAL WEIGHT OF SAMPLE: 463 grams SIEVESIZE (mm) Weight %Retained Cumulative % % Passing Requirements as Remarks Retained in Retained permorth (gm) 13.2 0 0 0 100 100 9.5 Gradation 40 8.64 8.64 91.36 90-100 satisfies Semi 4.75 195 42.12 50.76 49.24 35-51 Dense 2.36 Bituminous 89 19.22 69.98 30.02 24-39 concrete Grade- 1.18 40 8.64 78.62 21.38 15-30 II specification 0.3 35 7.56 86.18 13.82 9-19 as per MORTH 0.075 55 11.88 98.06 1.94 Table 500.15 3-8 c:-- t.: GAolv,,Qf.. Sushma Page1/2 Technica l'ij~napr~1""0 Techntcai'Ma'h~ger"._.
Lab ID: 16.06.2013 TEST RESULTS OF AGREGATE IMPACT VALUE Executive Engineer IS: 2386 Part IV Bangalore South Division, BBMP, Bangalore-62. Improvements and developmental works to roads and drains at Jambusavari dinne at 1st, 2nd and 3rd cross in Gottigere in Ward No.194 Technical manager (east) KRIDL,Project Implementation Bangalore-560001 Job code: No.EE/B.S.D/W.0417/2012-13 194-13-000042 Dated: 08.03.2013 Sample Regestier No: 060513-002 Sample ID No: 30600-187 /08 Sample Collected In Presence Of: Stage Of Work: Yet to start. Unit, Madhavanagar, Type/Nature Of Work: Developments works to roads and drains. Type of Mix: Semi Dense Bituminous Concrete Date of test: 16.06.2013 SINo. Details Trial No. Average 1 Total weight of aggregate sample filling the cylindrical measure= Wl g 1 2 400 400 Weight of aggregate passing 2.36 mm sieve 2 after the test = W2 g 64 68 3 Weight of aggregate retained 2.36 mm sieve after the test= W3 g 336 332 5 Comments: Aggregate Impact value= percent fines 100* (W2/Wl) percent 16.00 17.00 16.50 ~Maximum allowable Aggregate Impact value for Bituminous Concrete is 27% Vide Table 500-14 of ~~::::'.lfi<atlo". ' >l \ \ / f ' fr. :;~ ""'it;<;< Sushma Technical Manager ~ ;;-it
Lab ID: 17.06.2013 TEST RESULTS OF BITUMEN CONTENT & GRADATION DETERMINATION OF BITUMINOUS CONCRETE AASHTOT 164 & AASHTOT 30 Executive Engineer Bangalore South Division, BBMP, Bangalore-62. Improvements and developmental works to roads and drains at Jambusavari dinne at 1st, 2nd and 3rd cross in Gottigere in Ward No.194 Technical manager (east) KRIDL,Project Implementation Unit, Madhavanagar, Bangalore- 560001 No.EE/B.S.D/W.0/417/2012-13 Dated: 08.03.2013 Job code: 194-13-000042 Sample Regestier No: 060513-002 Sample ID No: 30600-187/08 Sample Collected In PresenceOf: Stage Of Work: Yet to start. Type/Nature Of Work: Developments works to roads and drains. Type of Mix: Semi Dense Bituminous Concrete Date of test: 17.06.2013 BITUMEN CONTENT DETERMINATION Description Sample 1 Sample2 1. Weight of Mixture before Test, gm 500 500 2. Weight of Mixture after Test, gm 474 473 3. Weight of Asphalt and Mineral matter Extracted, gm 26 27 For Grade 2 Vide 4. Weight of Mineral Matter, gm - Table 500.15-5. Weight of Ash, gm Bitumen Content - - 6. Weight of Bitumen Extracted, gm (corrected) min.5.0 26 27 7. Bitumen content in% 5.2 5.4 Average 5.3 Pagel/'}. l\ t. I l; \_,. r,, 1 "".. "\ l"l J - {''
GRADATION AFTER EXTRACTION TABLE 1 SIEVE SIZE, mm Percent Passing, % Requiremen Sample 1 Sample 2 ts as per MORTH Prepared By: Su sh ma 13.2 100 100 100 9.5 95 91 90-100 4.75 40 41 35-51 2.36 30 35 24-39 1.18 24 28 15-30 0.3 15 18 9-19 0.075 5 7 3-8 Page'.l/2
lab ID: TEST 16.06.2013 RESULTS OF AGREGATE SHAPE TEST (Flakiness & Elongation) IS:2386 Part I Executive Engineer Bangalore South Division,BBMP,Bangalore-62. Improvements and developmental works to roads and drains at Jambusavari dinne at 1st, 2nd and 3rd cross in Gottigere in Ward No.194 Technical manager (east) KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001 No.EE/B.S.D/W.0/417/2012-13 Dated: 08.03.2013 Job code: 194-13-000042 Sample Regestier No: 060513-002 Sample IDNo: 30600-187/08 Sample Collected In Presence Of: Stage Of Work: Type/Nature Of Work: Type of Mix: Date of test: Yet to start. Developments works to roads and drains. Semi Dense Bituminous Concrete 16.06.2013 Size of Aggregates Weight of Fraction Thickness Weight of Length Weight of Passing through IS Retained consisting of atleast guagesize aggregate in guage aggregate in sieve(mm) on IS 200 pieces (gm) (mm) each fraction size each fraction sieve passing (mm) retained on (mm) thickness guage length guage (gm) (gm) 63 50 Wl 0 23.90 wl 0 -- xl 0 Flakiness Index: Elongation Index: 50 40 W2 0 27.00 w2 0 81.00 x2 0 40 25 W3 0 19.50 w3 0 58.00 x3 0 32 25 W4 0 16.95 w4 0 -- x4 0 25 20 W5 2165 13.50 w5 222 40.50 x5 165 20 16 W6 1422 10.80 w6 212 32.40 x6 165 16 13 W7 840 8.55 w7 134 25.50 x7 145 12.5 10 W8 484 6.75 w8 88 20.20 x8 98 10 6 W9 250 4.89 w9 54 14.70 x9 75.. Combined Flakiness & Elongation Index: Comments: 13.76% 12.56% 26.31% Max. allowable Combined Flakiness and Elongation Index for Semi Dense Bituminous Concrete is 30%.Videtable 500-14 of MORTHSpecification. Fer Mis. ~~ce~ Prepared By: Sathya Prakash. K Sushma \ \.1 ' -,-! Technical Manager Technicat Managar
lab ID: 14.06.2013 TEST RESULTS OF SPECIFIC GRAVITY AND WATER ABSORTION TEST IS:2386Part 111 ExecutiveEngineer BangaloreSouth Division,BBMP,Bangalore-62. Improvementsand developmentalworksto roadsand drainsat Jambusavaridinne at 1st, 2nd and 3rd crossin Gottigere in Ward No.194 Jobcode: 194-13-000042 SampleRegestierNo: 060513-002 SampleID No: 30600-187/08 SampleCollectedIn PresenceOf: StageOf Work: Type/Nature Of Work: Typeof Mix: Technicalmanager(east)KRIDL,ProjectImplementation Unit, Madhavanagar,Bangalore- 560001 No.EE/B.S.D/W.0/417/2012-13Dated:08.03.2013 Yetto start. Dateof test: 14.06.2013 Developmentsworksto roadsand drains. SemiDenseBituminousConcrete SI No. Details Notation Trial No. Mean 1 2 Value 1 Weight of aggregatesuspendedin water with the basket 2 Weight of basketsuspendedin water Wlg 2036 2030 W2g 731 751 3 Weight of saturatedaggregatein water 4 Weight of saturatedsurfacedry aggregatein air 5 Weight of water equalto the volume of the aggregate (Wl - W2) = Wsg 1305 1279 W3g 1998 2000 (W3-WS) g 693 721 6 Weight of oven dried aggregate W4g 1980 1986 7 SpecificGravity 8 ApparentSpecificgravity W4/(W3-WS) I : 2.857 2.755 2.806 W4/(W4-WS) 2.933 2.809 2.871 I C! NOTE: 9 Water Absorption ((W3-W4)*100)/W4 0.91% 0.70% 0.81% ~ MaximumallowableAggregateWater absorptionvaluefor SemidenseBituminoFd~?-JffJe 6~Cppso!.tancy ssrvlces VideTable500-14of MORTHSpecification. PreparedBy: Sushma -, t\ '.', 1 - i. I, I. Sathya.Pr:iI<ash. K Technical Manager Technical Mariager
Lab ID: 16.06.2013 TEST REPORT ON PAVING BITUMEN TYPE 1 Executive Engineer Bangalore South Division, BBMP, Bangalore-62. Job Code No: 194-13-000042 Improvements and developmental works to roads and drains at Jambusavari dinne at 1st cross and 3rd cross in Gottigere in Ward No.194 Technical manager (east) KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-S60001 No.EE/B.S.D/w.o/417/2012-13 Dated: 08.03.2013 Sample Regestier No 060Sl3-002 Sample ID No: 30600-187/08 Sample Collected in Presence of: Stage Of Work: Type /Nature of work: Yet to start Developments works to roads and drains. Date of Testing: 16.06.2013 Layer: Semi Dense Bituminous Concrete (Grade of Bitumen 80/100) Technical Specification: IS: 73: 1992 The results of the tests conducted on the bitumen sample for Semi Dense Bituminous Concrete collected from the contractor's plant is as follows: SI. No Description Test Result Requirement as per 15:73:1992 1 Penetration at 2S "c, loogms,ssec,1/10 mm 84 80to100 Note: 2 Softening point, 0c so 40- SS 3 Specific Gravity 4 Ductility at 27 C, cm s Flash Point, "c 199 1.69 Min. 0.99./, ' 9S Min. 7S : Min.17S This test report shall not be reproduced except in full, without written approval of the laboratory. The results indicated above are based on the tests carried out on the samples received by the laboratory. Any Query regarding the report must be reported immediately. ~,. ;,1~//~<', ;\; -~~: : u ~ Prepared By t t ::.~\ Sat~~ K Sushma ~ f \, ' ' ~. Technical Manager I, I \,,, ",,;.'It>, i, I....._.,.,_.,.~, / «,: :