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Villages of CC 4-LR 921022Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN -PLACE DENSITY TESTS CLIENT: Jim Sowell Construction Co., Inc. DATE: 22 October 1992 PROJECT: Village at Cottonwood Creek, Sec. IV, Coppell JOB NO.: 92.1079 MATERIAL DESCRIPTION: 1) On -Site Fill - Tan Sand with Grey Shale 2) On -Site Fill - Brown & Orange Sand 3) On -Site Fill - Reddish Brown Clayey Sand ASTM D 698 STANDARD PROCTOR: 1) 1 17.0 pcf @ 11.0% Moisture 2) 119.0 pcf @ 11.0% Moisture 3) 118.0 pcf @ 12.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % Backfill Over Sanitary Sewer Line G 136) approx. Station 2 + 30 RETAKE Backfill Over Storm Sewer Line C 137) approx. Station 0 + 40 Backfill Over Storm Sewer Line F 138) approx. Station 0 + 90 Backfill Over Storm Sewer Line G 139) approx. Station 0+75 Backfill Over Storm Sewer Line H_ 140) approx. Station 1 + 00 Backfill Over Water Lines 141) Drexel Dr., Block A, Lot 11 142) Bricknell Dr., Block A. Lot 6 143) Bricknell Dr., Block B, Lot 2 144) Bricknell Dr., Block B, Lot 2 145) Buttonwood Ct., Block B, Lot 17 146) Buttonwood Ct., Block B, Lot 17 147) Fairview Ct., Block B, Lot 42 148) Fairview Ct., Block B, Lot 39 149) Hampton Ct., Block B, Lot 55 150) Hampton Ct., Block B, Lot 58 TECHNICIAN: CDJ BELOW 15.5 112.3 3 0.5' SUBGRADE 112.2 3 1.5' 10.4 1 3' 11.2 117.9 100.8 95+ 3 0.5' 10.7 112.7 -2% to +4% 14.6 115.7 3 Fin. Sub. Of Optimum 2 0.5' 11.9 117.6 98.8 2 0.5' 14.0 119.1 100.1 2 0.5' 13.5 116.7 98.1 2 0.5' 12.3 120.1 100.9 3 0.5' 15.5 112.3 3 0.5' 13.5 112.2 3 1.5' 10.4 112.1 3 0.5' 13.1 113.4 3 0.5' 10.7 112.7 3 1.5' 14.6 115.7 3 Fin. Sub. 11.3 114.1 3 Fin. Sub. 11.6 117.3 3 0.5' 10.5 112.6 2 Fin. Sub. 11.1 118.6 95.2 95.1 95.0 96.1 95.5 98.1 96.7 99.4 95.4 99.7 6 ,j 1 FaX ( 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351 -6419