Burch Lot 1-LR 950807Cj' EOTECHNICAL
E I NGINEERING
E INVIRONMENTAL
GEE Consultants, Inc.
"?540 Glenda Lane Suite 108 Dallas, Texas 75229 (214) 620-9791 Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 20, (95-191) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Bonniewes, Inc. Material Deaerivtion Maximum Optimum
Dry Moisture
Density Confect
Project: CoppeII Ace Hardware Store {tba/ctiFt) Percent
Test Date: August 2, 1995 1. Brown Clayey Sand 108.6 13.9
Report Date: August 7, 1995
Required Density (%): 959ro to 105%
Required Moisture (96): 1396
Mat LocatioolElevatioa (and/or) Lift In-Place In-Place Percent
Test NO' Dry Density Moisture Compaction
No (Lba/Copt) Contcat (%)
. ~~
Depd-
r 1 REIE.ST OF i!<24
25 108
6 6
7
. .
1 100.0
6"
nrt tests meet project spectncanons
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letters snd reports apply only to the sample leafed and/or inspected, snd sro sot necwsarity indicative of the quantifies of apparently identical or similar products.