Burch Lot 1-LR 950731N ICAL
ENGINEERING GEE Consultants, ~11C•
E I NVIRONMENTAL
2540 Glenda Lane • Suite 10$ • Dallas, Texas 75229 (214) 620-9791 Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOII,
Density Report No. 6 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Bonniewes, Inc. Material Descriotioo Maximum Optimum
Dry Moisture
Density Content
Project: Coppeli Ace Hardware Store (Lbs/CuPt) Percent
Test Date: June 23, 1995, PM 1. Brown Clayey Sand 108.6 13.9
Report Date: July 31, 1995
Required Density (4b): 95% to 105%
Required Moisture (%): t3%
Mat Location/Elevatioo (sndlor) Lift Tn-Place In-Piece Pereent
No Dry Density Moisture t ompactiea
Test (LbslGt~Ft) Content (96)
No. ~~
>~~
1 RETEST OF TEST #13 AND 14
16 112.6 16.3 103.7
6"
1 Buiiding Pad Final Lift
17 109.5 16.0 100.8
6" 25' south and 20' east of northwest corner
1 Pazking Area Subgrade
lg 103.2 15.0 95.0
6" 36' east and 30' south of southwest corner of building
All tests meet the project ectncatto
Our letters and reports are for the ozchraive use of the client to whom they are addreaaeA. The use of our Dame must receive our prior written approval. Our
lcttera and reports apply only W the sample tested and/or inspected, and aro not necwaarily indicative of ffie quantities of apparently identical or similar products.