FIELD-DENSITY-现场压实度英文表格.xls

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1、IMPROVEMENT AND REHABILITATION OF PRIORITY ROAD PROJECT 2 (PRP2) Contract Package No : RDA/RNIP/PRP2/PKGC15 RANKETHGAMA-SIRIPURA-MANAMPITIYA ROADEMPLOYERCONTRACTOR :ROAD DEVELOPMENT AUTHORITYResourses Devolopment Consultant Pvt LtdXi,an Dagang Road Machinery Co Ltd Determination Of Field DensityTest

2、 MethodBS: 1377 Test No. 15Date of Test at Site12/11/2012 Field Density Test NoEMB-001Chainage Covered By TestFrom60+100To60+200Test Location60+140SideLHS / RHSLHS / RHSLHS / RHSLHS / RHSLayer1stOffset From Center linem7.0Elevation Level Form E.R.Lm0.6Hold Depthmm1501Wt. of std. sand + container bef

3、ore testg150002Wt. of std. sand residue + container, After testg104513 Wt. of std. sand used1-2g45494 Wt. of Sand in conefrom calibrationg12555 Wt. of Sand in hole3-4g32946 Bulk Density of std. Sandfrom calibrationg/cm31.3377 Volume of density hole5/6cm324648 Volume of +20 mm Stonecm3209 Corrected V

4、olume of hole7-8cm3244410 Wt. of wet soil + Containerg 643511 Wt. of containerg26812 Wt. of wet soil from hole10-11g616713 Wet density of soil12/9g/cm32.5214 Wt. of wet soilg55015 Wt. of dry soil g48916 Wt. of cang21217 Moisture content%12.518 Dry density of soil13*100/(17+100)g/cm32.2419 Procror No1020 Laboratory M.D.D. of soilg/cm31.9421 Laboratory O.M.C of soil%7.422 Degree of compaction18/20*100%115.723 Compaction Required%95Pass / FailPassRemarksContractorConsultantTested byChecked by Tested byChecked by - - . -Lab Technician Material EngineerLab Technician M. Engineer R.D.C