1、EMPLOYER ROAD DEVELOPMENT AUTHORITY 12/11/2012 EMB-001 From60+100 To60+200 60+140 LHS / RHSLHS / RHSLHS / RHSLHS / RHS 1st m7.0 m0.6 mm150 1g15000 2g10451 31-2g4549 4from calibrationg1255 53-4g3294 6from calibrationg/cm31.337 75/6cm32464 8cm320 97-8cm32444 10g 6435 11g268 1210-11g6167 1312/9g/cm32.5
2、2 14g550 15g489 16g212 17%12.5 1813*100/(17+100)g/cm32.24 1910 20g/cm31.94 21%7.4 2218/20*100%115.7 23%95 Pass Checked by . . Lab Technician - - - Lab Technician Material Engineer M. Engineer R.D.C Pass / Fail ContractorConsultant Tested byTested by Checked by Remarks Dry density of soil Procror No
3、Laboratory M.D.D. of soil Laboratory O.M.C of soil Degree of compaction Compaction Required Wt. of wet soil from hole Wet density of soil Wt. of wet soil Wt. of dry soil Wt. of can Moisture content Bulk Density of std. Sand Volume of density hole Volume of +20 mm Stone Corrected Volume of hole Wt. o
4、f wet soil + Container Wt. of container Hold Depth Wt. of std. sand + container before test Wt. of std. sand residue + container, After test Wt. of std. sand used Wt. of Sand in cone Wt. of Sand in hole Test Location Side Layer Offset From Center line Elevation Level Form E.R.L Chainage Covered By T
5、est Determination Of Field Density Test MethodBS: 1377 Test No. 15 Date of Test at Site Field Density Test No IMPROVEMENT AND REHABILITATION OF PRIORITY ROAD PROJECT 2 (PRP2) Contract Package No : RDA/RNIP/PRP2/PKGC15 RANKETHGAMA-SIRIPURA-MANAMPITIYA ROAD CONTRACTOR : Resourses Devolopment Consultant Pvt Ltd Xi,an Dagang Road Machinery Co Ltd
