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DR9101-LR 910816
Hooper Engineering Laborato Geotechnical Engineering · Construction Materi REPORT OF IN-PLACE DENSITY TESTS ,Is ~B~tiE~llineering CLIENT: M-S Utilities DATE: 16 August 1991 PROJECT: Oak Trail Storm Sewer Line, Coppell, TX MATERIAL DESCRIPTION: 1) On-Site Fill - Tan Sand with Gravel ASTM D 698 STANDARD PROCTOR: 1) 115.0 pcf @ 10.0% Moisture 6) 7) 8) 9) LOCATION PROCTOR LIFT BELOW Storm Sewer Line SUBGRADE Station 5 +85 1 1' Station 5 + 85 1 2' Station 5 + 85 1 4' Station 6 + 70 1 2' MOISTURE DRY PERCENT REQUIRED CONTENT DENSITY COMPACTION COMPACTION % PCF % % 13.3 117.3 102.0 8.8 115.4 100.3 8.3 109.2 95.0 12,3 111.8 97.2 95+ TECHNICIAN: CDJ DISTRIBUTION: (2) M-S Utilities Route 5, Box 91, Rockwal[, TX 75087 Rockwall, TX 75087 (1) City of Coppell, Larry Davis 2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419