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Cambridge Phase 1-LR 940607 (6)
E GEE Consultants, Inc. 2540 Glenda lane · Suite 108 · Dallas, Texas 75229 · (214) 620-9791 · Fax (214) 620-97~4 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D2922 D3017 D698 Page 1 of 2 Client: Beamer Development Company Malarial Descriotion Max. Dry Optimum Density Moisture Project: Estates of Cambridge ,.Manor Phase I (Lbs/tuFt) Con~t (%) 1. Yellowish Brown Clayey Sand with Gravel 115.2 9.3 Test Date: June 2, 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. Dark Gray Clayey Sand 101.1 14.2 Required Moisture (%):+5% or +3% Optimum 5. Dark Gray Silty Clay 94.6 21.1 Mat Locatkya,'Elevation (and;or) Lif~ In-Place In-Place Percent Test No. Dry Densit.' Moisture Compaction No. (Lbs/C'uFO Content 2 Cambridge Manor Lane Station 5+30 Subgrade 23 92.5 14.4 86.4* 6" 2 Cambridge Manor Lane Station 6+50 24 99.4 18.9 92.8* 6~ 1' Lift 2 Cambridge Manor Lane Station 7+50 25 I09.5 15.4 102.2 6" 1' Lift 2 Kings Canyon Court Station 1 +30 26 109.4 16.8 102.1 6' 1~ Lift 2 Kings Canyon Court Station 2+50 27 108.3 16.5 101.1 6' 1' Lift 5 Castle Creek Drive Station 6+ 17 28 94.9 25.5 100.3 6' Subgrade 5 Castle Creek Drive Station 3 + 80 29 96.7 22.6 102.2 6 ~ Subgrade Does not meet specification requirements Note: contractor stated not ready after testing REPORT OF ~IoPLACE DENSITY AND MOISTURE OF SOIL Method: ASTM D29'22 D3017 D698 Page 2 of 2 Client: Be~mer Development Company (L~/CuI~) C~ (~) Project: Estate~ of Cambridge Manor Phase ! i. Yellowish Brown Cl~.vey Sand wlth Gravel 115.2 9.3 Tes~ Da~: June 2, 1994 2. Brown Clayey Sand 107.1 14.3 Rq)ort Date: June 7, 1994 3. Yellowish Brown ~nd Olive Gray Clays' Sand 114.3 9.8 RequireA Density (%): 95% to 105% 4. Dark Gray Clayey' Sand 101.1 14.2 R~uired Moisture (%):+$% or _.T.~% Optimum 5. Dark Gray Silty Clay 94.~ 21.1 .M~t Locafiow'Elew~fion ~and/or) Lift In-Place ln-Plac~ Pea:eat No. D~' Densi~' Moisture Compacti~ T~t No. (Lb~tCuF~} Cou~-m Depth 5 Castle Creek Drive Station 1 +35 Subgrade 30 99.2 24.6 104.9 6- 3 C&mbridge Manor Lane Station 2+ 15 Subgr~de 31 105.4 7.2 92..2* 6- * Do~ not m~t ~p~cifi¢~ion rexluimment~ ~ote: Contractor stated not ready after te~ting / / . cc: Bill Anderson - Dowdy, Anderson and Associates, Inc. Larry Davis - City of Coppell Our Iot~a ami rqm~ apply ouly 'to ~1~ mmpl~ t~tezl and]or i~p~ct~d, and are not n~mwily i~di~ative of ch~ quanfiti~ of apparen~y id~fical or .imil~ prods.