S.ACLIENTCONSULTANTCONTRACTORParticle Size DisributionBS 1377: Part 2 : 1990cl 9.2Contract No:- 49/2012Project Name:- Construction and Execution of Ras Al Khaimah Ring RoadMaterials Description:- Embankment Fill MaterialRFI NO.ARC-EW-906Sampling Date:-01/09/2013Materials Source:- Wadi Al BiaTesting Date:- 04/09/2013Location:- STOCK PILE @ 27+960Sample No:- EMB-05Initial Dry Wt. (g)11295.0SIEVE(inch")SIEVE(mm)Retained Wt. IndividualRetained Wt. CumilativeRetainedPassing(g)(g)%%3752630.000.000.0100250137.52119.802119.8018.8811281087.103206.9028.4723/419661.203868.1034.2661/2143/810831.904700.0041.6581/46.3No.451049.805749.8050.949No.82.36877.406627.2058.741No.102No.161.18809.507436.7065.834No.20850 um414.707851.4069.530No.30600 umNo.40425 um754.308605.7076.224No.50300 umNo.100150 um666.609272.3082.118No.20075 umNo.40063um591.109863.4087.313PAN1431.6011295.00100.0CONTRACTORCONSULTANTLaboratory TechnicianRemarks and CommentsMaterial InspectorMaterials EngineerRemarks and CommentsMaterials Engineer

P.ICLIENTCONSULTANTCONTRACTORContract No:- 49/2012Project Name :- Construction and Execution of Ras Al Khaimah Ring RoadMaterial Description:- Embankment Fill Material (Wadi Bia)Sampling Date:- 01/09/2013Location:- Stock Pile @ 26+180Testing Date:-04/09/2013Sample Ref.No:- EMB-05Liquid Limit BS 1377 P 2, M:4.5123Can NumberS3S4S5Weight of Wet Soil + Can46.4447.5246.11Weight of Dry Soil + Can43.5744.6842.91Weight of Water2.872.843.20Weight of Can30.1032.0029.40Weight of Dry Soil13.4712.6813.51Water Content21.3122.4023.69Number of Blows362415L.L22.00P.L20.00P.I2.00Plastic Limit BS 1377 P 2, M:5NaturalWaterContentCan NumberS7S8Weight of Wet Soil + Can35.1232.64Weight of Dry Soil + Can34.6132.09Weight of Water0.510.55Weight of Can32.0029.30Weight of Dry Soil2.612.79Water Content19.5419.71Plastic Limit19.63CONTRACTORCONSULTANTLaboratory TechnicianRemarks and CommentsMaterial InspectorMaterials EngineerRemarks and CommentsMaterials Engineer

P.I

&APage &P20102530405060No. of blowsMoisture content (%)Liquid limit

MDDDRY DENSITY / MOISTURE CONTENT RELATIONSHIPBs 1377 Part 4 : 1990 M 3.5/3.6/3.7Contract No:- 49/2012Project Name:- Construction and Execution of RAK Ring RoadMaterial Description:-Embankment MaterialSampling Date:-1/9/13Materials Source :-Wadi Al BiaTesting Date :-4/9/13Location:-Stock Pile @ 26+180Sample No:-EMB-05Test methodBS 1377 P4 CL 3.6.4.1No of layers:-5Sample preparationBS 1377 P4 CL 3.2.5.3No of Blows:-62Method variationNIL1234Wet DensityWeight of Wet Soil + Mold. gr.10015104251070510610Weight of Mold g5958weight of Wet Soil gr.4057446747474652Volume of Mold cc.2113Wet Density of Soil Mg/m.1.922.112.252.20Can No.B2B9B11B7Moisture ContentWeight of Wet Soil + Can gr.662.1686.2704.3632.1Weight of Dry Soil + Can gr.636.5647.7653.6579.4Weight of Water g25.638.550.752.7Weight of Can gr.103.690.791.090.7Weight of Dry Soil gr.532.9557562.6488.7Water Content %4.806.919.0110.8Dry Density Mg/m.1.831.982.061.99M.D.D 2.06 Mg/mO.M.C. 9.0 %REMARKS: % Retained on 37.5mm Test Sieve = 16.5 % Retained on 20.0mm Test Sieve = 25.4ME/ContractorMI/ConsultantME/Consultant666.576.47776.378.699.41010.51110.21110.11110101010999.11066

% Water ContentMoisture Content %Dry Density g/cc0

MDD

MOISTURE CONTENT %DRY DENSITY Mg/m3

CBRCLIENTCONSULTANTCONTRACTORCALIFORNIA BEARING RATIO TEST (CBR)BS 1377 P 4 :1990 Test 7Contract No:- 49/2012Project Name:- Construction and Execution of RAK Ring RoadMaterial Description:- Embankment Fill MaterialMaterials Source :- Wadi Al BiaLocation:- Stock Pile @ 26+180Sampling Date :- 01/09/2013Testing Date :- 05/08/2013 - 09/08/2013Sample No:- EMB-05MDD:2.06OMC:9.0Calculated Mass of Soil4915soaking: 96 Hrs.Factor:0.0575kNSurcharge Weights: 4.0 kgDry Density MeasurementsMoisture DeterminationMould NoBSampleTopBottomMass of Soil+Mould g10460Can NoD7D8Mass of Mould g5548Wet Soil + Can g634.5688.9Mass of Soil g4912Dry Soil + Can g584.5630.1Volume of Mould cc2304Mass of Water g50.058.8Wet Density of Soil Mg/m2.13Mass of Can g121.8123.0Dry Density of Soil Mg/m1.96Mass of Dry Soil g462.7507.1Compaction %95Moisture Content %10.811.6PenetrationTest DataTopBottomPenetration in mmDial ReadingLoadKNCBR %Penetrationin mmDial ReadingLoad KNCBR %TOPBottom00000010.00.00.511.000.60.517.001.022.23.4123.001.3132.001.834.66.41.534.002.01.548.002.846.89.6244.002.5261.003.558.812.22.553.003.0232.572.004.131610.614.4361.003.5383.004.8712.216.63.568.003.93.592.005.3813.618.4474.004.34100.005.8914.820.04.580.004.64.5106.006.11016.021.2585.004.9245110.006.3321117.022.05.591.005.25.5115.006.61218.223.0695.005.56119.006.81319.023.8Remarks:- Total Weight :- = 9562.4 g % Retained on 20mm Sieve = 26.5ME/ContractorMI/ConsultantME/ConsultantCALIFORNIA BEARING RATIO TEST (CBR)BS 1377 P 4 :1990 Amd 2002 Test 7CALIFORNIA BEARING RATIO CURVETopBottomSwell (%)CBR % at 2.5mm2331.02CBR % at 5.0mm2432Measured CBR Value :32%Remarks:-ME/ContractorMI/ConsultantME/Consultant

CBR

BottomTopPenetration of Plunger (mm)Resistance to Penetration KN