A.L BH#1 D3

Click here to load reader

download A.L BH#1 D3

of 23

  • date post

    11-Sep-2014
  • Category

    Documents

  • view

    132
  • download

    1

Embed Size (px)

Transcript of A.L BH#1 D3

MULTAN DEVELOPMENT AUTHORITYCONTRACTOR: CH. ABDULLATIF & CO. CONSULTANT: ABM ENGINEERS:

SOUTHERN BYEPASS PHASE II MULTAN Sieve Analysis of Embankment & Sub Grade MaterialGrain Size Analysis AASHTO-T-27PROJECT: Sampling Date Testing Date Field Sample No. Lab. Sample No. Analyst.

Kind of Material LOCATION Original Sourse

Weight of Original Sample Weight of Oven Dry Weight of Washed Oven Dry Sieve Sizemm 7563 50.0 37.5 25.0 19.0 12.5 9.5 4.75 2.36 2.00 1.18 0.60 0.425 0.3 0.18 0.15 0.075

Gms Gms GmsCum. Wt.Retained Cum. RetainedGrms %

1042.9Date () Cum. Passing%

Wt. RetainedGrms

Specification%

Remarks

(alt.) 3''2 1/2" 2" 1 1/2'' 1" 3/4 " 1/2 " 3/8 " No. 4 No. 8 No. 10 No. 16 No. 30 No. 40 No. 50 No. 80 No. 100 No. 200

0.0 10.4

0.0 10.4

0.0 1.0

100.0 99.0

66.7

77.2

7.4

92.6

135.6 Oven Dry wt. -4 # Sieve ( Gms) Sieve Size Passing %

212.8 No.10

20.4 No.40

79.6 No.200

CalculationsCONTRACTOR:

Cumulative Percent Retained = Cumulative mass Retained / Dry Mass Before Wash Percent Passing = 100 - Cumulative Percent Retained

CONSULTANT:

CONSULTANT:

LAB TECHNICIAN

MATERIAL INSPECTOR

MATERIAL ENGINEER

MULTAN DEVELOPMENT AUTHORITYCONTRACTOR: CH.ABDUL LATIF & CO. CONSULTANT: ABM ENGINEERS

SOUTHERN BYE PASS PHASE II MULTAN

Soils Classification /Atterburg LimitsMRD Test Method 208 -209 - 210 (Adaptation of AASHTO T 89 - 90 - 80) Project Kind of Material Location Quantity RepresentedSampling Date Testing Date Lab. Sample No.

Material Used:

Sieve AnalysisSieve SizeIndividual Wt. Retained Cumulative Wt. RetainedCumulative Percent Retained

Percent Passing

3/4 in (19 mm) No.4 (4.75 mm) No.10 (2.00 mm) No. 40 (0.425 mm) No.200 (0.075 mm) Pan Wash Total

0 0 0.9 5.7 179.8

0 0 0.9 6.6 186.4

0 0 0 1 20

100 100 99.9 99.3 80.3

186.4 Original Wt. Gram

Dry Wt. Gram 946.3LIQUID LIMIT TEST 32 25 32 24 A-2 A-3 27.70 18.50 53.43 46.15 48.72 40.70 4.71 5.45 21.02 22.20 22.41 24.56

Wash Dry Wt. Gram

Atterburg Limits (Liquid Limit & Plastic Limit )Type of Test Number of Blows Trial No. Container Number Wt. of Container Wt. Wet Soil + Container Wt. Dry Soil + Container Wt. of Water Wt. of Dry Soil Water Content % 40 1 A-1 17.70 45.54 40.85 4.69 23.15 20.26 18 18 A-4 19.50 44.63 39.36 5.27 19.86 26.54 PLASTIC LIMIT TEST 1 A-5 22.20 34.96 32.85 2.11 10.65 19.85 2 A-6 20.20 33.66 31.45 2.21 11.25 19.65 3 A-7 24.00 35.93 33.99 1.94 9.99 19.40

g g g g g

Avg.30.00 29.00 28.00 27.00 26.00 25.00 24.00 23.00 22.00 21.00 20.00 19.00 18.00 17.00

23.44

19.63

Water Content %

10

20

25

30

40

50

60

70

80

90

100

No. of BlowsLiquid Limit (L.L) Plasticity Index (P.I)CONTRACTOR LL =

24.40 4.77

P.I = L.L - P.L

Plastic Limit (P.L) Classification GroupCONSULTANT

P.L =

19.63

A-4CONSULTANT

LAB TECHNICIAN

MATERIALS INSPECTOR

MATERIAL ENGINEER

MULTAN DEVELOPMENT AUTHORITYCONTRACTOR: NAZIR & COMPANY CONSULTANT: ABM CONSULTANT

FATIMA JINNAH TOWN PHASE 1 VEHARI ROAD MULTANCalifornia Bearing RatioMRD Test Method 213 (Adaptation of ASTM D 1883 - AASHOT 193) Page 1 Of 2 Road Name Description: Location MaterialsSurcharge Weight Used(kg) Test No. Can No.A B C D E F Mass. Wet Soil + Can. Mass Dry Soil + Can. Mass Of Water. A-B Mass Can. Mass Dry Soil . B-D Moisture Content C/E X 100Standard Load (Stresses) Kg / Cm2

FATIMA JINNAH TOWN SUB GRADE MATERIAL B-BLOCK SUB GRADE MATERIAL4.54 1g g g g g % A5 647.6 581.9 65.7 48 533.9 12.30

Field Sample No. Date Of Sampling Date Tested Quant. Rep. Analyst: Rate of penetration mm/Minute 1.27

2/1/2010

Molding Moisture Content (ASTM D 2216)2A9 727.8 655.2 72.6 70.1 585.1 12.40

Density Determination3B4 621.4 558 63.4 47.1 510.9 12.40

Test No.Blows Per Lift

1

Test No. Mold Volume Mass. Sample + Mold . Mass Mold . Mass Sample . Unit Wet Mass. Percent Moisture Unit Dry Mass. 2

cm g g g g/cm 3 % 3 g/cm

3

12128.0 10997 7090 3907 1.836 12.30 1.635

22109.0 11191 6950 4241 2.011 12.4 1.789

32124.0 11496 6940 4556 2.145 12.40 1.908

3

10MoldedTotal Load Kg Unit Load Kg / Cm 2 0

30TestedCorrected Load Kg / Cm 2

65TestedCorrected Load Kg / Cm 2

PenetrationPer Min. 0

MoldedTotal Load Kg Unit Load Kg / Cm 2 0

MoldedTotal Load Kg Unit Load Kg / Cm 2 0

TestedCorrected Load Kg / Cm 2

CBR%

CBR%

CBR%

mm 0 0.64 1.27 1.90 2.54 3.81 5.08 7.62

0.5 1 1.5 2 3 4 6

70.35

105.53

0.7 1.3 1.7 2.2 2.9 3.3 3.9

1.2 2.2 2.9 3.7 4.9 5.6 6.6

5.3 5.3

1.8 3.0 4.2 5.1 6.3 7.5 9.1

3.0 5.1 7.1 8.7 10.7 12.7 15.4 25

12.3 12.1

2.7 4.3 5.6 6.8 8.4 9.9 12.0

4.6 7.3 9.5 11.4 14.2 16.8 20.3

16.2 15.9

Swell ReadingDate Moldend Test No. Mold No. Final Height . Initial Height . Difference . Sample Length . mm mm mm mm 1 10.42 0.000 0.42 116.43 0.36

2 20.34 0.000 0.34 116.43 0.29 1.899 12.4 30 1.789 12.1 1.804

3 30.21 0.000 0.21 116.43 0.18 g/cm3

Unit Load (Stress) kg / cm2

20

15

10

Percent Swell %PROCTOR MODIFIED

MAX DRY DENSITYOPTIMUM MOISTURE CONTENT

5

%65 1.908 15.9 g/cm3 %

Blows Per Lift No. Dry Density g/cm . Soaked C.B.R. %95 % of Max. Dry Density C.B.R At 95% of Max Dry Density3

10 1.635 5.3

0 0 1.27 2.54 3.81 5.08 6.35 7.62 8.89

Penetration mm

12.8

Contractor:

Consultant:

Lab Technician

Material Inspector

Material Engineer

MULTAN DEVELOPMENT AUTHORITYCONTRACTOR: NAZIR & COMPANY CONSULTANT: ABM CONSULTANTS:

FATIMA JINNAH TOWN PHASE 1 VEHARI ROAD MULTAN

California Bearing RatioMRD Test Method 213 (Adaptation of ASTM D 1883 - AASHOT 193) Page 2 Of 2 Description: SUB GRADE MATERIAL LOCATION: B-BLOCK

18 16 14 12 Soaked CBR % 10 8 6 4 2 0 1.600

1.650

1.700

1.750

1.800

1.850

1.900

1.950

2.000

Dry Density g/cc

MAX DRY DENSITY

1.915 11.9 30 1.877 12 65 1.980 16g/cm 3

g/cm

PROCTOR MODIFIEDOPTIMUM MOISTURE CONTENT

%

BLOWS PER LAYER No. DRY DENSITY AS MOLDED g/cm 3 SOAKED C.B.R. % 95 % of Max. Dry Density C.B.R At 93.0% of Max Dry Density C.B.R At 95% of Max Dry DensityCONTRACTOR:

10 1.635 5

1.819 11.2 12.8CONSULTANT:

% %

Lab Technician

Material Inspector

Material Engineer

ROVEMENT&WIDENING OF NATIONAL HIGHWAY N-5 BAHAWAL POUR CHOWK (929+CONTRACTOR:CH:ABDUL LATIF &CO

CONSULTANT:ABM ENGINEERS

SOUTHREN BYPASS PHASE II VEHARI ROAD TO BAHAWALPUR CHOWK MULTAN

Moisture-Density Relationship of SoilsMRDTM 212 (ASTM D 698 - 1557 - AASHO T 99 - T 180)

Project Description Of Sample LOCATION: LAYER: Analyst. A B C D E F G H I J K L M N Mold No. Formula Wt. Compacted Wet soil + Mold (gm) Wt. Mold (gm) Volume of Mold (Cm 3 ) Wt. Compacted Wet soil (gm)3

Sampling Date Testing Date Field Sample No. Lab. Sample No.

18382 4724 2118 3658 1.727 A-1 36.0 336.9 322.6 14.3 286.6 5.0 1.645

28755 4724 2118 4031 1.903 A-2 35.5 302.3 285.3 17.0 249.8 6.8 1.782

39072 4724 2118 4348 2.053 A-3 34.0 313.2 290.6 22.6 256.6 8.8 1.887

49237 4724 2118 4513 2.131 A-4 34.5 302.5 275.5 27.0 241 11.2 1.916

59110 4724 2118 4386 2.071 A-4 36.2 308.1 274.9 33.2 238.7 13.9 1.818

6

B-C

Wet Density (gm/Cm ) E/D Container No. Wt. of Container Wt. Wet Soil + Container (gm) Wt. Dry Soil + Container (gm) Wt of Water (gm) I-J Wt. of Dry Soil (gm) J-H Water Content % ( K / L )*100 Dry Density (g/cc) F / ( 1+ ( M/100 ) ) OPIMUM MOISTURE CONTENT % 3 MAXIMUM DRY DENSITY gm/Cm

11.3 1.917

Moisture-Density Relationship 1.990

1.930

Dry Density gm/cm3

1.870

1.809

1.749

1.689

1.628 0 1 2 3 4 5 6 7 8 9 Moisture Content % 10 11 12 13 14 15

Remraks :

CONTRACTOR:

CONSULTANT:

LAB TECHNICIAN

MATERIALS INSPECTOR

MATERIAL ENGINEER

MULTAN DEVELOPMENT AUTHORITYCONTRACTOR: CH:ABDUL LATIF &CO CONSULTANT: ABM CONSULTANT

SOUTHERN BYEPASS PHASE II MULTANCalifornia Bearing RatioMRD Test Method 213 (Adaptation of ASTM D 1883 - AASHOT 193) Page 1 Of 2 Road Name Description: Location Materials Field Sample No. Date Of Sampling Date Tested Quant. Rep. Analyst:

Molding Moisture Content (ASTM D 2216)Test No. Can No.A B C D E F Mass. Wet Soil + Can. Mass Dry Soil + Can. Mass Of Water. A-B Mass Can. Mass Dry Soil . B-D Moisture Content C/E X 100Standard Load (Stresses) Kg / Cm2

Density Determination3B4 686.3 631.1 55.2 68 563.1 9.80

1g g g g g % A5 740.2 680.4 59.8 70.1 610.3 9.80

2A9 638.0 586.9 51.1 65 521.9 9.80

Test No.Blows Per Lift

1

Test No. Mold Volume Mass. Sample + Mold . Mass Mold . Mass Sample . Unit Wet Mass. Percent Moisture Unit Dry Mass. 2

cm g g g g/cm 3 % 3 g/cm

3

12124.0 10969 6510 4459 2.099 9.80 1.912

22128.0 11310 7090 4220 1.983 9.8 1.806

32109.0 11344 6950 4394 2.084 9.80 1.898

3

10MoldedTotal Load Kg Unit Load Kg / Cm 2 0

30TestedCorrected Load Kg / Cm 2

65TestedCorrected Load Kg / Cm 2

PenetrationPer Min. 0

MoldedTotal Load Kg