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Cambridge Phase 1-LR 940804 (3)
I G E GEE Consultants, Inc. F 2540 Glenda Lane · Suite 108 · Dallas, Texas 75229 · (214~ 620-9791 · Fax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No.34 Method: ASTM D2922 D3017 D698 Page ! of Client: Be~mer Development Coml~my .~am~al Des~i~io~ Max. Dry Optimum Density Moisture Project: Estates of Cambridge Manor Phase I (LbsiCuFt) Content (%) Test Date: July 29. 1994 1. Dark Gray Sandy Clay 101.1 14.2 Report Date: August 4. 1994 2. Brown Clayey '~'~and 107.1 14.3 3. Yellowish Brown Olive Gray Cla.v~' Sand 114.3 9.8 4. Yellowish Brown Clayey Sand w/Gravel 115.2 9.3 Required Density (%): 95% to 105% 5. Dark Gray Silt?.- Clay 94.6 21.1 6. Gray Shale 90.2 24.0 Required Moisture (%): _3%, Oplhnum ~-5% 7. Ycqlo~ish Brown and Light Gray Sand 103.4 8.4 Mat Locatiou, El~vatio~ [and,'o~') LiR In-Plac~ In-Plao~ P~rc~m No. D~.' D~nai',~, Moistut~ C'ortma~ion 'I-cat No. (Lkns-'CuFo Con~-m ~ %~ 5 West sidewall - pond liner 243 97.6 2 I. 1 103.1 6" top lift 5 West sidewall - pond liner 244 102.1 15.6 107.9 6" bottom lift, lift depth 5 West side key area 245 100.0 13.6 105.6 6" 2 toot depth 5 East sidewall - pond liner 246 96.2 14.4 10[ .? 6' bouom lift 5 East side key area. 2ft depth 247 104.9 18.5 110.8 5 East sidewall - pond liner 248 103.4 15.4 109.3 6" Top lift All test meet~ project specil~cations Larry Davis - City of Coppell