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Cambridge Phase 1-LR 940610 (2)G EOTECHNICAL ENGINEERING GEE Consultants, Inc. E I 2540 Glenda Lane · Suite 10g · Dallas, lexas 75229 · (214) 620-9791 · [:ax (214) 620-9794 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOII~ Method: ASTM D2922 D3017 D698 Page 1 of 2 Client: Beamer Development Company Dm~ity Moisture {LE~,'CuFt I Project: Estates of Cambridge Manor Phase I 1. Dark Gray Sandy Cia.,,' 101.1 14.2 Test Date: June 8. 1994 2. Brown Clayey 'Sand 107.1 14.3 Report Date: .]uae 10. 1994 3. Yellowish Browaa and Ofive Gray Clays' Sand 114.3 9.8 Required Density (%): 95% to 105% 4. Yellowish Browa Claye.v Sand with Gravel 115.2 9.3 Required Moisture (~):-~-3%. Opthnma +5% 5. Dark Gray Silty. Clay 94.6 21.1 Mat La~tloo-.El~vation :amL'en~ Lift In-Plac~ In-Plato No. D~.' Dm~iW Moisture Corrgaaction Teat (Lb~:CuFt~ No. Pro~ D~lxh 5 Block B, Lot 8, 8' Lift 76 98.4 24.5 104.0 6" 5 Block B, Lot 7, 8* Lift 77 99.3 21.1 105.0 6" 5 Block B, Lot 5, 8* Lift 78 99.6 23.5 105.3 6" I Kings Canyon Court. Station 0+81. 5~ Lift 79 101.3 19.1 100.2 6" 15' north of Centerlinc 3 Kings Canyon Court, Station 3-31, 5* Lift 80 113.0 13.5 98.9 6" 5' north of Centerline 4 Block D, Lot l, 4'~ Lift 81 104.2 16.6' 90.5* 6" 4 Block D, Lot 3, 4* Lift 82 120.9 11.0 104.9 6n CONTINUED * Does not meet specification requirements GEE CONSULTANTS, INC. (214) 620-9791 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIl. Method: ASTM D2922 D3017 D698 Page 2 of 2 Client: Beamer Development Company Material D¢~ription Max. Dry Optamum Density Moisture (LbslCuFt) Content (%) Project: Estates of Cambridge Manor Phase I 1. Dark Gray Sandy Clay 101.1 14.2 Test Date: June 6, 1994 (P.M.) 2. Brown Clayey Sand 107.1 14.3 Report Date: June 10, 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 (%):+3%, +5% Optimum 5. Dark Gray Silty Clay 94.6 21.1 Mat Locatio~'FAevation (and'or) LiR Test No. In-Place In-Place Percent D~.' Densi .ty Moisture Compaction No. Probe (Lbs, CuFf) Content ( Depth 4 Block D, Lot 6, 4* Lift 83 108.2 17.3' 94.7* 6" 3 Block D, Lot 14, 3rd Lift 84 111.4 14.5 97.5 6" 2 Block D, Lot 8, 4* Lift 85 106.7 13.5 99.6 6" 2 Castle Creek Drive, Station 7+60 - 2n~ Lift 86 109.1 17.6 101.9 6" Centerline 3 Block D, Lot 1, 4th Lift 87 114.0 8.8 99.7 6" 3 Block D, Lot 3, 4th Lift 88 109.1 12.3 95.5 6" * Does not meet specification requirements cc:LarryBill AndersOnDavis - City- DowdY,of CoppellAnders°n and Associates, Inc. ~.. Our lcUcrs and reports are for thc exclusive use of thc client m whom they a~ addressed. Thc use of our namc must r~ccivc our prior wriRen approval. Our leRcrs and reports apply only to thc sampi¢ tested and/or inspected, and are not necessaniy indicative of thc qua~utics of apparently idcnucal or similar products.