TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM

Transcription

1 ~ Lab ID: 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 No.EE/B.S.D/W.0/475/ Dated: Wet MixMacadam Oven DryWt (gm): Is Sieve Size (mm) Weight Cumulative Cumulative Cumulative % Spec.Limits Vide Table Retained Weight %of of Passing MORTH (gm) Retained Retained Specification (gm) O.D TABLE- 2: Tests on filler screen SI. No. materials Particulars Test Results I Standards as per Table MORTH Specification 1 LiquidLimit,% I Not more than 25.0% 2 Plasticity Index,% Non Plastic Prepared by -

2 . :\ Lab ID: TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM Work Order No: Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore No.EE/B.S.D/W.0/475/ Dated: Type of Mix: Wet Mix Macadam Date of test: Oven Dry Wt (gm): Is Sieve Size (mm) Weight Cumulative Cumulative Cumulative % Spec.Limits Vide Table Retained Weight %of of Passing MORTH (gm) Retained Retained Specification (gm) O.Q TABLE- 2: Tests on filler screen materials SI.No. Particulars Test Results Standards as per Table MORTH I Specification 1 Liquid Limit, % Not more than 25.0% - 2 Plasticity Index,% Non Plastic Not more than 6.0% FN MIR. U8nlV l;oi_._..,,, I

3 .. Lab ID: TEST RESULTS OF GRADATION AND ATTERBERG LIMITS FOR WMM Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Work Order No: Type of Mix: Date of test: No.EE/B.S.D/W.0/475/ Wet Mix Macadam Dated: Oven Dry Wt (gm): Is Sieve Size (mm) Weight Cumulative Cumulative Cumulative % Spec.Limits Vide Table Retained Weight %of of Passing MORTH (gm) Retained Retained Specification (gm) O.Q TABLE- 2: Tests on filler screen materials Prepared SI. No. Particulars Test Results Standards as per Table MORTH Specification 1 Liquid Limit, % Not more than 25.0% 2 Plasticity Index, % Non Plastic Not more than 6.0% by ForM/s.~~ces Sath~h.K Technicat Manager

4 ~ LabID: 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 Type of Mix: Date of test: Wet MixMacadam 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) Total 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

5 LABID: Dated: FIELD DENSITY TEST BY SAND REPLACEMENT METHOD (IS: Part 16) BangaloreSouth Division, BBMP,Bangalore. Asphalting the roads Sarvbhomanagaramain and crossroads in ward no.197. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Layer: Date of testing: WMM Max.Dry Density (S)(g/cc) Optium Moisture Content(%) Bulk Density of Sand(Q){g/cc) Wt. of Sandin Cones(A) gms DETERMINATION OF WET DENSITY Test Holes No's 1 2 Wt.of Wet material from hole (gm) (B) Wt.of Cylinder+Sandbefore pouring (gm) (c) Wt.of Cylinder+Sandafter pouring (gm) (D) Wt.of Sandin Hole & Cone (gm) (E) Wt.of Sandin Hole (gm) {F=E-A) Volume of Sandin Hole (G=F/Q) Wet Density of Material (g/cc) (H=B/G) Moisture Content(%) DETERMINATION OF DRY DENSITY Fielddry Density {g/cc) Fieldcompaction achieved {%) RequiredCompaction {%) Prepared By Su sh ma ForM/s.~~ Sathyaprakash.K Technic81 Manager

6 TEST RESULTS OF AGGREGATE IMPACT VALUE IS: 2386 Part IV Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Layer: Date of test: Bituminous Macadam SI No. Details Test No. Average Total weight of aggregate sample filling the cylindrical measure= Wl g Weight of agregate passing 2.36 mm sieve after the test= W2 g Weight of aggregate retained 2.36 mm sieve after the test = W3 g Aggregate Impact value= percent fines * (W2/W1) percent NOTE: ~ Maximum allowable Aggregate Impact value for Bituminous Macadam is 30% (Table of MORTH specification) Prepared by Tecttntce' Man898"

7 TEST RESULTS OF AGREGATE SHAPE TEST (Flakiness & Elongation) IS:2386 Part I Bangalore South Division,BBMP,Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Type of Mix: Bituminous Macadam Date of test: 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) Wl wl 0 -- xl W w x W w x W w x W w x W w x W w x W w x W w x 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 MORTHSpecification. Prepared by. For Mis. Technicaf Manager /

8 ".. LABID: GCS S 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 Type of Mix Bituminous Macadam Date of Testing to SI. Details Notation Test Number Mean Value No. Test 1 Test2 Weight of aggregatesuspended in 1 water with the basket Wlg Weight of basket suspended in 2 water Weight of saturated aggregate in 3 water W2g {Wl - W2) = Ws g Weight of saturated surface dry 4 aggregatein air W3g Weight of water equal to the 5 volume of the aggregate (W3-WS) g NOTE: Weight of oven dried aggregate 6 W4g SpecificGravity 7 W4/{W3-WS) Apparent Specificgravity 8 W4/(W4-WS) Water Absorption ((W3-W4)*100}/ W4 T~hnjcal M.<1n.ager ( lecnmel!n Manage

9 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 Sample Identification: Bituminous Macadam Date of test: TOTAL WEIGHT OF SAMPLE: gms - SIEVESIZE in mm Weight % Cumulative % % Passing Requirements Remarks Retained in Retained Retained aspermorth gm Gradation satisfies Grade IIMORTH specification Table TOTAL WEIGHT OF SAMPLE: gms - SIEVESIZE in mm Weight % Cumulative % % Passing Requirements Remarks Retained in Retained Retained aspermorth am Gradation satisfies Grade II MORTH specification Table Prepared by ForM/s.~iceS Sathya Prakash. K Techniall Manager

10 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 No.EE/B.S.D/W.0/475/ Dated: 16.03,2013 Layer: Date of test: OverWMM Determination Unit Test No 1 2 Sizeof Plate (mxm) mt Area of Plate (a) Sq.m Initial Wt of empty Plate (b) Kg Final weight of plate after application of Prime I Tack Coat Kg Ir l Weight of Prime/Tack Coat (d=c- Kg bl Rate of spread of Prime/tack kg/sq.m 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.. ~ ~.> -\\~/

11 TEST REPORT ON PAVING BITUMEN TYPE 1 Project Name: Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Work Order No: No.EE/B.S.D/W.0/475/ Dated: Date of Testing: 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: Penetration at 25 c, loogms,5sec, 1/10 mm to 70 2 Softening point, "c Specific Gravity 1.24 Min Ductility at 27 C, cm 97 Min 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

12 TEST RESULTS OF AGGREGATE IMPACT VALUE IS: 2386 Part IV Bangalore South Division, BBMP, Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Type of Mix: Date of test: Bituminous Concrete SI No. Details Test No. Average Total weight of aggregate sample.filling the cylindrical measure= Wl g 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 Aggregate Impact value= percent fines * (W2/Wl) percent NOTE: -7 Maximum allowable Aggregate Impact value for Bituminous Concrete is 24% (Table of Morth) Prepared by For Mis~ Slwvice& Sathya Prakash. K Technicllt Manager - -

13 TEST RESULTS OF AGREGATE SHAPE TEST (Flakiness & Elongation) IS:2386 Part I Bangalore South Division,BBMP,Bangalore. (east), KRIDL,Project Implementation Unit, Madhavanagar, Bangalore Type of Mix: Bitumlnous Concrete Date of test: 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) Wl wl 0 -- xl W w x W w x W w x W w x W w x W w x W w x W w x9 78 Flakiness Index: 13.75% Elongation Index: 11.97% Combined Flakiness & Elongation Index: 25.71% Comments: If Technicat Manager