Prestwick-LR010814 ENGINEERING
GEOiECHNICAL
EN I ONMEN ^ ONS ING GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive · Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 16 (200-0361) Method: ASTM D2922 D3017 D698 Pa~e ! of 1
Client: B.A.V. Development, Inc. Material Description Maximum Optimum
Test Date: August 6, 2001 limestone Iii. It 14.0
Report Date: August 14, 2001 4. Gray Sandy Clay w/tan weathered limestone fragments 103.3 18.0
Required Density (%): Min. 95% 7. Dark Brown & Brown Clay 99.4 20.8
Required Moisture (%): Opt +5% (Clay);
Opt. _+ 3%(Sand)
i Final Litt - Stonewick Ln.
44 Station 2+60 113.3 14.0 102.0
Test results meet project specifications
cc: Mr. Bob Delsanter B.A.V. Development, Inc. Mr. Rodney Louviere - Dowdey Anderson & Associates, Inc.
Mr. Larry Davis City of Coppell
Mr. Robert Hodges - Angelo iafrate Construction, L.LC.
Mr. Royce Carter - H&W Utility Contractor
Our letters and reports are tbr the exclusive use of the client to whom they are addressed. The use of our name must receive our prior written approval. Our
letters and repons apply only to the sample tested andIor observed, and are not necessarily indicative of tile quantities of apparently identical or similar prnducLS.