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WA0101-LR050603
ity (%): 95% -100% I ~ xi I~ ¢' rare (%): 0 to +$% omc Depth (Lbs/CuF) (%) I~/ 6" 3 STA. 35 +00 - Water Line Backfill 3 Feet Below Finish Grade 109.4 174 97.5 I II ~ 3 STA. 35 +00 - Water Line Backfill 2 Feet Below Finish Grade 108.0 162 962 35 63,, STA. 35 +00 - Water Line Backfill 1 Foot Below Finish Grade 1097 15.8 97.7 Test results meet project specifications REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Client: City of Coppell Ma~erlal De<rlption Maximum Optimum Report Date: June 3, 2005 Required Density (%): 95% -100% Required Moisture (%): 0 to +5% omc Depth 17 3 STA. 23 +00 - Water Line Backfill 3 Feet Below Finish Grade 108.4 14.0 96.6 18 3 STA. 23 +00 - Water Line Backfill 2 Feet Below Finish Grade 111.1 13.9 99.0 6" 19 I STA. 23 +00 - Water Line Backfill 1 Foot Below Finish Grade 114.1 14.3 96.7 20 1 STA. 23 +00 - Water Line Backfill Below Finish Grade Final 117.1 13.9 99.3 21 3 STA. 26+30 - Water Line Backfill 3 Feet Below Finish Grade 110.4 14.7 98.3 22 63,, ~,~30 - Water Line Backfill 2 Feet Below Finish Grade 109.2 13.5 97.3 23 3 ~ ISTA. 261}t 30 - Water Line Backfill 1 Foot Below Finish Grade 110.5 16.6 98.4 24 ~/~ g~ ~ ~1~+30 - Water Line Backfill Final 111.2 17.4 99.1 TEXAS CMT, INC. DALLAS, TEXAS (214) 352-6957 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 3 (2054)137) Method: ASTM D2922 D3017 D698 Page 2 of Client: City of Coppell Material Description Maximum Optimum Dty Moisture Pmject: H ' (Lbs/CuFf) P~rc~nt Test Date: June 2, 2005 z.erown Silty Clay with Gravel 111.6 15.3 Report Date: June 3, 2005 Required Density (%): 95% -100% Required Moisture (%): 0 to +5% omc 25 3 STA. 29+00 - Water Line Backfill 3 Feet Below Finish Grade 108.5 16.6 96.7 26 3 STA. 29+00 - Water Line Backfill 2 Feet Below Finish Grade 109.0 16.6 97.1 27 3 STA. 29+00 - Water Line Backfill 1 Foot Below Finish Grade 109.0 13.0 97.1 28 3 STA. 29+00 - Water Line Backfill Below Finish Grade Final 107.1 13.0 95.4 6" 29 3 STA. 32+30 - Water Line Backfill 3 Feet Below Finish Grade 106.8 15.0 95.1 30 63,. STA. 32+30 - Water Line Backfill 2 Feet Below Finish Grade 107.2 15.6~.~_ ~ )~ 31 63,, STA'32+30-WaterLineBackfill 1 F°°tBel°wFinishGmde 111.3~ ~~ 32 63,, STA. 32+30 - Water Line Backfill Final ~4(t~ ~1~~' 98.3 Test results meet project specifications TEXAS CMT, INC. DALLAS, TEXAS (214) 352-6957 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 3 (2054)137) Method: ASTM D2922 D3017 D698 Page 3 of 3