~ Lab ID: 19.03.2013 TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM Work Order No: Type of Mix: Date of test: Bangalore South Division,BBMP,Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. No.EE/B.S.D/W.0/475/2012-13 Dated: 16.03.2013 Wet MixMacadam 18.03.2013 Oven DryWt (gm): 10000 Is Sieve Size (mm) Weight Cumulative Cumulative Cumulative % Spec.Limits Vide Table Retained Weight %of of Passing 400.11 MORTH (gm) Retained Retained Specification (gm) 53 0 0 0 100 100 45 352 352 3.5 96.48 95-100 22.4 2566 2918 29.18 70.82 60-80 11.2 2175 5093 50.93 49.07 40-60 4.75 1917 7010 70.10 29.90 25-40 2.36 1237 8247 82.47 17.53 15-30 0.600 534 8781 87.81 12.19 8-22 O.D75 1032 9813 98.13 1.87 0-8 TABLE- 2: Tests on filler screen SI. No. materials Particulars Test Results I Standards as per Table 400.11 MORTH Specification 1 LiquidLimit,% 19.83 I Not more than 25.0% 2 Plasticity Index,% Non Plastic Prepared by -
. :\ Lab ID: 19.03.2013 TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM Work Order No: Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. No.EE/B.S.D/W.0/475/2012-13 Dated: 16.03.2013 Type of Mix: Wet Mix Macadam Date of test: 18.03.2013 Oven Dry Wt (gm): 10000 Is Sieve Size (mm) Weight Cumulative Cumulative Cumulative % Spec.Limits Vide Table Retained Weight %of of Passing 400.11 MORTH (gm) Retained Retained Specification (gm) 53 0 0 0 100 100 45 355 355 3.6 96.45 95-100 22.4 2572 2927 29.27 70.73 60-80 11.2 2181 5108 51.08 48.92 40-60 4.75 1920 7028 70.28 29.72 25-40 2.36 1239 8267 82.67 17.33 15-30.-. 0.600 536 8803 88.03 11.97 8-22 O.Q75 1029 9832 98.32 1.68 0-8 TABLE- 2: Tests on filler screen materials SI.No. Particulars Test Results Standards as per Table 400.11 MORTH I Specification 1 Liquid Limit, % 20.15 Not more than 25.0% - 2 Plasticity Index,% Non Plastic Not more than 6.0% FN MIR. U8nlV l;oi_._..,,, I
.. Lab ID: 19.03.2013 TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Work Order No: Type of Mix: Date of test: No.EE/B.S.D/W.0/475/2012-13 Wet Mix Macadam 18.03.2013 Dated: 16.03.2013 Oven Dry Wt (gm): 10000 Is Sieve Size (mm) Weight Cumulative Cumulative Cumulative % Spec.Limits Vide Table Retained Weight %of of Passing 400.11 MORTH (gm) Retained Retained Specification (gm) 53 0 0 0 100 100 45 350 350 3.5 96.50 95-100 22.4 2568 2918 29.18 70.82 60-80 11.2 2176 5094 50.94 49.06 40-60 4.75 1918 7012 70.12. 29.88 25-40 2.36 1228 8240 82.40 17.60 15-30 0.600 549 8789 87.89 12.11 8-22 O.Q75 1024 9813 98.13 1.87 0-8 TABLE- 2: Tests on filler screen materials Prepared SI. No. Particulars Test Results Standards as per Table 400.11 MORTH Specification 1 Liquid Limit, % 20.30 Not more than 25.0% 2 Plasticity Index, % Non Plastic Not more than 6.0% by ForM/s.~~ces Sath~h.K Technicat Manager
~ LabID: 20.03.2013 TEST RESULTS OF AGREGATE SHAPE TEST (Flakiness & Elongation) IS:2386 Part I Bangalore South Division,BBMP,Bangalore. Asphalting the roads Sarvbhomanagara main and cross roads in ward no.197. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Type of Mix: Date of test: Wet MixMacadam 19.03.2013 Sieve Size (mm) FLAKINESSINDEX ELONGATIONINDEX Passing Retained Wt.Of The Wt.Of The Wt.Of Wt.Of The Material Fraction Material Passing The Retained Through Guaged(gm) Through Fraction Elongation Flakiness Gauged Guage(gm) Guage(gm) (gm) 63 50 - - - - 50 40 - - - - 40 32 8885 1328 - - 32 25 4825 581 13592 1862 25 20 2973 415 2789 378 20 16 1952 283 1888 327 16 13 1636 192 1232 225 13 10 775 93 599 113 10 6 254 42 283 32 Total 21300 2934 20383 2937 NOTE:Minimum 200Pcs Should be Taken On each Faction for Test Flakiness Index(%) (B/A) XlOO = 13.8 Elongation Index (%)(D/C) X100 = 14.4 Combined (El+FI)(%) = 28.18
LABID: Dated: 07.04.2013 FIELD DENSITY TEST BY SAND REPLACEMENT METHOD (IS: 2720 - Part 16) BangaloreSouth Division, BBMP,Bangalore. Asphalting the roads Sarvbhomanagaramain and crossroads in ward no.197. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Layer: Date of testing: WMM 06.04.2013 Max.Dry Density (S)(g/cc) Optium Moisture Content(%) Bulk Density of Sand(Q){g/cc) Wt. of Sandin Cones(A) gms 2.245 6.2 1.332 2861 DETERMINATION OF WET DENSITY Test Holes No's 1 2 Wt.of Wet material from hole (gm) (B) 7852 7848 Wt.of Cylinder+Sandbefore pouring (gm) (c) Wt.of Cylinder+Sandafter pouring (gm) (D) 20000 20000 12702 12722 Wt.of Sandin Hole & Cone (gm) (E) 7304 7319 Wt.of Sandin Hole (gm) {F=E-A) 4443 4458 Volume of Sandin Hole (G=F/Q) 3336 3347 Wet Density of Material (g/cc) (H=B/G) 2.35 2.34 Moisture Content(%) 6.1 6.5 DETERMINATION OF DRY DENSITY Fielddry Density {g/cc) 2.219 2.202 Fieldcompaction achieved {%) 98.8 98.1 RequiredCompaction {%) 98 98 Prepared By Su sh ma ForM/s.~~ Sathyaprakash.K Technic81 Manager
09.04.2013 TEST RESULTS OF AGGREGATE IMPACT VALUE IS: 2386 Part IV Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Layer: Date of test: Bituminous Macadam 08.04.2013 SI No. Details Test No. Average 1 2 1 Total weight of aggregate sample filling the cylindrical measure= Wl g 400 400 2 Weight of agregate passing 2.36 mm sieve after the test= W2 g 92 95 3 Weight of aggregate retained 2.36 mm sieve after the test = W3 g 308 305 Aggregate Impact value= percent fines 5 23.00 23.75 23.38 100* (W2/W1) percent NOTE: ~ Maximum allowable Aggregate Impact value for Bituminous Macadam is 30% (Table 500-3 of MORTH specification) Prepared by Tecttntce' Man898"
09.04.2013 TEST RESULTS OF AGREGATE SHAPE TEST (Flakiness & Elongation) IS:2386 Part I Bangalore South Division,BBMP,Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Type of Mix: Bituminous Macadam Date of test: 08.04.2013 Size of Aggregates Weight of Fraction Thickness Weight of Length Weight of consisting of atleast guage size aggregate in guage aggregate in Passing Retained 200 pieces (gm) (mm) each fraction size each fraction through IS on IS passing (mm) retained on sieve (mm) sieve thickness length guage (mm) guage (gm) (gm) 63 50 Wl 0 23.90 wl 0 -- xl 0 50 40 W2 0 27.00 w2 0 81 x2 0 40 25 W3 0 19.50 w3 0 58 x3 0 32 25 W4 0 16.95 w4 0 -- x4 0 25 20 W5 2412.00 13.50 w5 285.00 40.50 x5 255.00 20 16 W6 1932.00 10.80 w6 247.00 32.40 x6 143.00 16 13 W7 927.00 8.55 w7 119.00 25.50 x7 132.00 13 10 W8 521.00 6.75 w8 65.00 20.20 x8 85.00 10 6 W9 225.00 4.89 w9 37.00 14.70 x9 63.00 Flakiness Index: 12.51% Elongation Index: 11.27% Combined Flakiness & Elongation Index: 23.78% Comments: Maximum allowable Combined Flakiness and Elongation Index for Bituminous Macadam is 30% as per Table 500.3 MORTHSpecification. Prepared by. For Mis. Technicaf Manager /
".. LABID: GCS-02-30900-4S6 09.04.2013 SPECIFIC GRAVITY AND WATER ABSORPTION TEST IS:2386 Part Ill ExecutiveEngineer BangaloreSouth Division, BBMP,Bangalore. Asphalting the roads Sarvbhomanagaramain and crossroads in ward no.197. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Type of Mix Bituminous Macadam Date of Testing 07.04.2013 to 08.04.2013 SI. Details Notation Test Number Mean Value No. Test 1 Test2 Weight of aggregatesuspended in 1 water with the basket Wlg 2035 2038 Weight of basket suspended in 2 water Weight of saturated aggregate in 3 water W2g 750 750 {Wl - W2) = Ws g 1285 1288 Weight of saturated surface dry 4 aggregatein air W3g 2044 2032 Weight of water equal to the 5 volume of the aggregate (W3-WS) g 759 744 NOTE: Weight of oven dried aggregate 6 W4g 2025 2018 SpecificGravity 7 W4/{W3-WS) 2.67 2.71 2.69 Apparent Specificgravity 8 W4/(W4-WS) 2.74 2.76 2.75 Water Absorption ((W3-W4)*100}/ 9 0.01 0.01 0.01 W4 T~hnjcal M.<1n.ager ( lecnmel!n Manage
08.04.2013 TEST RESULTS OF AGGREGATE GRADATION TEST IS:2386 Part I Bangalore South Division,BBMP,Bangalore. Asphalting the roads Sarvbhomanagara main and cross roads in ward no.197. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Sample Identification: Bituminous Macadam Date of test: 07.04.2013 TOTAL WEIGHT OF SAMPLE: 13470 gms - SIEVESIZE in mm Weight % Cumulative % % Passing Requirements Remarks Retained in Retained Retained aspermorth gm 26.5 0 0.00 0.00 100.00 100 19 889 6.60 8.17 91.83 90-100 Gradation 13.2 1287 9.55 17.72 82.28 56-88 satisfies Grade 4.75 6333 47.02 64.74 35.26 16-36 IIMORTH 2.36 2358 17.51 82.25 17.75 4-19 specification 0.3 1283 9.52 91.77 8.23 2-10 Table 500.4 0.075 1001 7.43 99.20 0.80 0-8 TOTAL WEIGHT OF SAMPLE: 13105 gms - SIEVESIZE in mm Weight % Cumulative % % Passing Requirements Remarks Retained in Retained Retained aspermorth am 26.5 0 0.00 0.00 100.00 100 19 892 6.81 6.81 93.19 90-100 Gradation 13.2 1294 9.87 16.68 83.32 56-88 satisfies Grade II 4.75 6324 48.26 64.94 35.06 16-36 MORTH 2.36 2356 17.98 82.91 17.09 4-19 specification 0.3 1275 9.73 92.64 7.36 2-10 Table 500.4 0.075 786 6.00 98.64 1.36 0-8 Prepared by ForM/s.~iceS Sathya Prakash. K Techniall Manager
11.04.2013 TEST REPORT OF DETERMINATION OF RATE OF SPREAD TACK COAT WITH BITUMEN EMULSION Work Order No: Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore- 560001. No.EE/B.S.D/W.0/475/2012-13 Dated: 16.03,2013 Layer: Date of test: OverWMM 10.04.2013 Determination Unit Test No 1 2 Sizeof Plate (mxm) mt 0.45 0.45 Area of Plate (a) Sq.m 0.203 0.203 Initial Wt of empty Plate (b) Kg 1.185 1.173 Final weight of plate after application of Prime I Tack Coat Kg 1.272 1.257 Ir l Weight of Prime/Tack Coat (d=c- Kg 0.087 0.084 bl Rate of spread of Prime/tack kg/sq.m 0.43 0.41 coat Average kg/sq.m 0.42 Specified Limit kg/sq.m 0.40Kg/sq.m Note: This test report should 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 collected by the laboratory Any Query regarding the report must be reported immediately ForM/s.G~ Prepared by Sathya Prakash. K.. ~ ~.> -\\~/
14.04.2013 TEST REPORT ON PAVING BITUMEN TYPE 1 Project Name: Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Work Order No: No.EE/B.S.D/W.0/475/2012-13 Dated: 16.03..2013 Date of Testing: 13.04.2013 Type of Mix: Bituminous Concrete (Grade of Bitumen 60/70) Source of Location: Hot Mix Plant SI.No Description Test Result Requirement as per IS:73:1992 1 Penetration at 25 c, loogms,5sec, 1/10 mm 68 60 to 70 2 Softening point, "c 49 45-55 3 Specific Gravity 1.24 Min. 0.99 4 Ductility at 27 C, cm 97 Min. 75 5 FlashPoint, "c 196 Min. 175 Note: 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. ForM/S.~~ - Prepared by Sa~K Technica\ Manager
13.04.2013 TEST RESULTS OF AGGREGATE IMPACT VALUE IS: 2386 Part IV Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore-560001. Type of Mix: Date of test: Bituminous Concrete 12.04.2013 SI No. Details Test No. Average 1 2 3 4 5 1 Total weight of aggregate sample.filling the cylindrical measure= Wl g 400 400 400 400 400 2 3 Weight of aggregate passing 2.36 mm sieve after the test = W2 g Weight of aggregate retained 2.36 mm sieve after the test = W3 g 88 86 92 89 93 312 314 308 311 307 Aggregate Impact value= percent fines 4 22.00 21.50 23.00 22.25 23.25 22.40 100* (W2/Wl) percent NOTE: -7 Maximum allowable Aggregate Impact value for Bituminous Concrete is 24% (Table 500.17 of Morth) Prepared by For Mis~ Slwvice& Sathya Prakash. K Technicllt Manager - -
13.04.2013 TEST RESULTS OF AGREGATE SHAPE TEST (Flakiness & Elongation) IS:2386 Part I Bangalore South Division,BBMP,Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore- 560001. Type of Mix: Bitumlnous Concrete Date of test: 12.04.2013 Size of Aggregates Weight of Fraction Thickness Weight of Length Weight of Passing Retained consisting of atleast guage size aggregate in guage aggregate in through IS on IS 200 pieces (gm) (mm) each fraction size each fraction passing (mm) retained on sieve (mm) sieve thickness length guage (mm) guage (gm) (gm) 63 50 Wl 0 23.90 wl 0 -- xl 0 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 2152 13.50 w5 218 40.50 x5 145 20 16 W6 1423 10.80 w6 206 32.40 x6 157 16 13 W7 848 8.55 w7 134 25.50 x7 148 13 10 W8 498 6.75 w8 85 20.20 x8 92 10 6 W9 259 4.89 w9 69 14.70 x9 78 Flakiness Index: 13.75% Elongation Index: 11.97% Combined Flakiness & Elongation Index: 25.71% Comments: If Technicat Manager