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Town Center L2B1-LR 951204
Hooper Engineering Laboratories, Inc. Construction Materials Testing REPORT OF IN-PLACE DENSITY TESTS CLIENT: North Texas Contracting, Inc. DATE: 4 December 1995 PROJECT: Wendy's Towne Cent. er, Coppell, TX MATERIAL DESCRIPTION: 1) On-Site Fill - Grey & Brown Sandy Clay 2) On-Site Fill - Light Tan Sand 3) On-Site Fill - Light Brown & Orange Sandy Clay ASTM D 698 STANDARD PROCTOR: 1) 111.0 pcf @ 13.0% Moisture 2) 109.0 pcf @ 11.0% Moisture 3) 106.0 pcf @ 15.0% Moisture MOISTURE DRY PERCENT REQUIRED LOCATION PROCTOR LIFT CONTENT DENSITY COMPACTION COMPACTION % PCF % % BELOW Backfill @ City Water Line SUBGRADE 19) approx. Station 0~-60 1 Fin. Sub. 13.1 113.1 101.9 95+ 20) approx. Station 2+00 2 Fin. Sub. 9.6 105.1 96.4 -2% to +4% Of Optimum Backfill Over Sanitary Sewer Line B 21) approx. Station 0-30 3 3' 14.4 104.0 98.1 22) approx. Station 0 - 30 3 I' 13.6 101.5 95.8 Backfill Over Sanitary Sewer Line A 23) approx. Station 11 +50 3 3' 13.2 103.2 97.4 :- 24) approx. Station 12 + 00 3 2' 13.8 101.6 95.8 25) approx. Station 12 ~- 00 2 1' 9.6 112.6 103.3 TECHNICIAN: CDJ DISTRiBUTiON: (2) North Texas Contracting, Inc. 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148