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Cambridge Phase 1-LR 941004 (4)
G EOTECHNICAL E GEE Consultants, inc. 2540 Glenda kane · Suite 10g · Dallas, Texas 75229 ° (214) 620-9791 ° [:ax (214) 620-9794 REPORT OF IN--PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 45 Method: ASTM D2922 D3017 D698 Page 1 of 1 Client: Beamer Development CompmLv ~6~ r~sc~i~ Max. Dry Optimum Density Moisture Project: Estates of Cambridge Manor Phase I (LbsiCuFt) Content (%) Test Date: September 29. 1994 1. Cement Ireated Bro~ Sand 11}6.6 17.7 2. Dark Gray {lime treated) 94.2 22.2 Report Date: October 4. 1994 3. Cement Treated Brows Sand 97.9 19.2 4. Brown Clay (lime treated) 91.8 25.0 Required Density (%): Minimum 95% Required Moisture (%): -'- 2.5 % Mat Locafion,'E~vation No. Dry Dct~it.v Moisture Compaction Teat tLbs-CuFtl Cor~r.t No. Prol~ I Cambridge Manor Lane, cemented treated 291 108.5 11.4' 102-.1 6' Subgrade, Station 3-00 south bound 3 Cambridge Manor Lane. cemented treated 292 100.7 12.7' 102.9 6" Subgrade, Station 1 ~-50 ~uth bound 3 Cambridge Manor Lane. ~emented treated 293 103.1 13.8* 105.3 6' Subgrade. Station 0+60 south bound * Does not meet the pro.ieet specifications cc: Bill Anderson - Dowdy. Anderson and Associates. Inc. Larry Davis - City of Coppell .All limits and mp~'.~ m~ fca- !h~ exclua~v~ ,~s~ c~' t,h~ c. bent to ~hom t,h~.' am add~aa~ and ~hall not b~ .,~gr. odu~e~l w~thout '.1~ f...ll aplurovaI c~ GEE ComtOlanm. :r~. Th~ ~ ~ our narn~ must