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Cambridge Phase 1-LR 941010 (3)
I G E GEE Consultants, Inc. 2540 Glenda Lane · Suite 10g · Dallas, lexas ~>~-9 · (214) 620-9791 · Fax ~214i 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl, Density Report No. 47 Method: ASTM D2922 D3017 D698 Page Client: Beamer Development Company x~6ai D~scription Max. Dry Optimum Density Moisture Project: Estates of Cambridge Mamor Phase I (Lbs.:CuFt~ Content (~) Test Date: October 4. 1994 1. Cement Treated Broke Sand 106.3 17.7 Report Date: October 10. 1994 2. Dark Gray Clay (Lime Treated) 94.2 22.2 3. Cement Treated Brown Sand 97.9 19.2 4. Brown Clay (Lime Treated) 91.8 25.0 Required Density ( ,',e/c): Minimmn 95% Required Moisture (%):=2.5% Mat Ix~caticm.'E:¢,.ation ~and.'or~ Lif'- In-Place In-Place No. I Cambridge Manor Lane. Cement treated subgrade 303 15.3 6" Station 3 +00. north bound - RETEST OF//291 2 Cambridge Manor Lane. Cement treated subgrade 304 21.3 6" Station 1 ',-50. south bound - RETEST OF #292 2 Cambridge Manor Lane. Cement treated subgrad¢ 305 18.7 6# Station 0--61. north bound - RETEST OF #293 Moisture Passed Larry Davis - City of Coppell '