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Cambridge Phase 1-LR 940607 (7)
E GEE Consultants, Inc. F 2540 Glenda lane · Suite 10g · Dallas, Texas 7522~ · (214) 620-~791 · Fax (214) 620-97~4 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page I of 2 Client: Beamer Development Company Mmr~ Descriotion M~x. Dry Optimum Density Moisture (Lbs/CuFt) Content Project: Estates of Cambridge Manor Phase I Percent 1. Dark Gray Sandy Clay 101.1 13.2 Test Date: June 1, 1994 2. Brown Clayey Sand 107.1 14.3 Report Date: June 7, 1994 3. Yellowish Brown and Olive Gray Clayey Sand 114.3 9.8 Required Density (%): 95% to 105% 4. Yellowish Brown Clayey Sand with Gravel 115.2 9.3 Required Moisture (%):+5% or _+.3% Optimum 5. Dark Gray Silty Clay Mat Locatlon/Elcvation (andlor) Lift In-Place In-Place Percent No. DH Densi .ty Moisture Compactio~ Test No. (LbslCuFO Conumt (%) Deplil 2 Block B, Lot 9, 1~ Lift 16 108.3 17.1 101.1 6" 2 Block B, Lot 9, 2~ Lift 17 107.6 17.3 100.5 6" 2 Block B, Lot 7, 1~ Lift 18 108.8 17.3 I01.6 6. 2 Block B, Lot 7, 2~a Lift 19 108.8 16.8 101.6 6- 2 Block B, Lot 5, 1' Lili 20 I07.8 17.1 100.7 6' 2 Block B, Lot 5, 2'a Lift 21 107.0 16.4 99.9 2 Block B, Lot 3, 1= Lift 22 110.6 17.6 103.3 6" Ou~ k~tmm ~d m,~o~ m~ fo~ th~ oxcluaiv~ u~ of th~ cli~l to wh~m iI~.y m~ ~kl~mmt. 'l~ u~ of out nam~ ~t n~t~iv~ ~a~ Imoe writ,am apl~mml. Out k:t~es and ~ _apply only. to I1~ san~l~ ~a~md and. Soo it~pee~l, and a~ n~ nm:~aafil.-,- lmlieativ~ of tl~ quamiti~s of al:cga~'mly idm~tical or similar l~dUca.n.