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Cambridge Phase 1-LR 940627
I G EOTECHNICAL ENGINEERING GEE Consultants, Inc. E 2540 Glenda Lane · Suite 10g · Dallas, lexas 7522~ · (214) 620-9791 · Fax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl. Method: ASTM D2922 D3017 D698 Pagg Client: Beamer Developmeat Company .~.~.l ~-r~i~ M..~.O~ ~ Moi~tu~ (~tl Project: Estates of Cambridge Manor Phase I 1. Dark Gray Y~mdy Clay t0L1 14.2 Test Date: June 24, 1994 2. Browa Clayey Saud 107.! 14.3 Eepo~l Date: Ju~e 27. 1994 3. Yellowish Browa ami Olive (;ray Clayey Sand 114,3 9.8 Required Density (%): 95% to 105% 4. Yellowish Brown Clayey Sa~d with Gravel 115.3 9.3 Required Moisture (%): :1:3%. Optimum +5% 5. Dark Gray Sat)' Cia)' 94.6 6. Gray Simle 90,~ 24.0 7. Yellowish Brow~ and l,iu~ht Gray Sand 103.9 8.4 Mat Loeatlo~ EL'ration mnd,'orl Lift I~-Plac~ I~-Pla~ Percent No. DO'. Demity Mohtu~ Com~a~on Teat ([.h~CuFt} Cam~m (~) .No. 3 Stub Street between Block A and Block E. 4th llft 183 109.3 12.7 95.7 6~ 3 Block A, Lot 7, 4th lift 184 108.8 ' 12.3 95.2 6' 2 Block D, Lot 9. 4th lift 185 109.2 14.0 102.0 6" 2 Block D. Lot 1 I, 4th lift 186 104.8 13.7 97.9 6" 2 Block E, Lot 2, 2nd [iff 187 106.6 17.1 99.5 6"