Burch Lot 1-LR 950727G I EOTECHMCAL
ENGINEERING GEE Consultants, IIlC.
E +NVIRONMENTAL
2540 Glenda Lane Suite 108 Dallas, 7ex~s 75229 • (214) 620-9791 • Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 9, (95-191) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: BonnieweS, Inc. Material Descrivtioo Maximum Optimum
Dry Moisture
Density Content
Project: Coppe!! Ace Hardware Store (I.bs/CuFt) Percent
Test Date: July 20, 1995 1. Brown Clayey Sand 108.6 13.9
Report Date: July 27, 1995
Required Density (96): 95°k to 105%
Required Moisture (°6): f 3%
Mat I.ocation/P.lcwation (and/or) Lift In-Place In-Place Percent
N°. Dry Density Moistnre Compaction
Test (ibs/Copt) Content (°6)
No. Probe
Deem
1 15' west and 30' of southeast corner of slab, parking tot
~ 113.8 11.5 104.8
6"
1 30' west and 30' north of soutl-west corner of slab, parking lot
24 97.5 17.4* 89.7*
6"
lines not meet protect spectncauons
~P~'
Our 1cUers and reports aro for me exclusive use of the client to whom mey are addressed. The use of our name must receive our prior written approval. Our
IeGers and reports apply only to me sampk leafed and/or inspected, and are not necessarily indicative of me quantities of apparently identical or similar products.