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Shadowridge P1-3-LR 840921 (2)
Hooper Engineering Laboratories, Inc. Construction Msterlals Te~ting IN-PLACE DENSITY TESTS CLIENT: L.H. Lacy Company PRO3ECT: Shadow Ridge, Coppell, Texas JOB NO.: 84.1180 MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Brown Sandy Clay with Lime 2) Lime Stabilized Subgrade - Dark Grey Clay with Lime ASTM D 698 STANDARD PROCTOR:Il) ]~.--~_~--%?~r£~t'.'~'~ure ] LOCATION PROCTOR LIFT MOISTURE ORY PERCENT REQUIRED CONTENT DENSITY CO~4~ACTION CONPACTION % PCF % 3i) Carriage Ct., Sta. 1+50 centerline 32) Alley #1, Sta. 1+00 Alley #1, Sta. 8+00 ~4) Tara Court, Sta. 0+90 centerline Delta Court, Sta. 0+~0 centerline 36) 3eb Court, Sta. 1+00 centerline 8)-~;~Sta. 17+00 south ~., Sta 22+00 center. 4~ ~, Sta 12+00 west Alley #5, Sta. 1+00 41) Alley #5, Sta. 5+00 42) Alley #3, Sta. 4+50 43) Alley #3, Sta. 1+00 44) Alley #3, Sta. 6+50 1 Subgrade 1 Subgrade 1 Subgrade 1 Subgrade 1 Subgrade i Subgrade i Subgrade I Subgrade i Subgrade I Subgrade 2 Subgrade 2 Subgrade i Subgrade 2 Subgrade 18.8 99.5 96.6 15.1 99.4 96.6 18.i 98.4 95.6 i6.8 97.9 15.2 109.3 106.2 _2LO 8.,7 95.8 16.6 i,~~ zs.i 19.9 99.8 100.8 19.5 97.6 98.6 15.1 99.1 96.2 19.9 96.9 97.9 95+ +1-3% of Opt. INSPECTOR: CDO DISTRIBUTION: (1) Engineer - Ginn, Inc., M. Paul Lusk (2) Contractor - L. H. Lacy Company (2) City - City of Coppell, Engineering Dept. 2B70 Walnut Hill Lane Dallea, Texae 78228 (214) ~81.6418