Burch Lot 1-LR 950717
G IEOTECHNICAL
E INGINEERING GEE Consultants, ~t1C.
E INVIRONMENTAL
2540 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. 7 Method: ASTM D2922 D3017 D698 Page 1 of 1
)(I1C.
Client: BOnnleweS Material Deacriotioa Maximum Optimum
, Dry Moiaturc
Density Content
Project: Coppell Ace Hardware Store (Lbs/CuFt) Percent
Test Date: June 11, 1995 1. Brown Clayey Sand 108.6 13.9
Report Date: July 17, 1995
Required Density (Yb): 95% to 105%
Required Moisture (9b): f3°k
Mat LocatiodEltvatiao (and/or) Lift In-Place Tn-Place Percent
,rte No, Dry Density
(Lbs/CuPt) Moisture
Content (%) Compaction
No. Probe
~ffi
1 Parking lot
19 112
9 13
5 103
9
. . .
6" 30' west of northeast corner
1 Northwest parking lot
20 112
1 14
1 103
2
. . .
6" 40' east of northwest corner
tests meet a project specs cah
Our letters and reports are for ffie exclusive ux of the client to whom ffiey arc addressed. The use of our name must receive our prior written approval. Our
letters sad reports apply only to ffie sample tested and/or inspected, and are not necessarily indicative of ffie quantiGea of apparently identical or similar products.
G IEOTECHNICAL
E INGINEERING GEE Consultants, ~11C.
E INVIRONMENTAL
2540 Glenda lane • Suite i08 Dallas, Texas 75229 (214) 620-9791 Fax (214) 620-9794
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 8 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client• BOnniewes
Inc. Material Deacriv6on Maximum Optimum
, Dry Moisture
Density Content
Project: Coppell Ace Hardware Store (1-ba/Cupt) Perccnt
Test Date: June 12, 1995 1. Brown Clayey Sand 108.6 13.9
Report Date: July 17, 1995
Required Density (9b): 9596 to 10596
Required Moisture (%): f396
Mat Location/Elevatiaa (and/or) LiR In-Place In-Place Percent
Tast NO' Dry Density
(Lbs/CuFt) Moiatura
Content (96) Compaction
No. Probe
Depth
1 Parking lot
21 106
1 15
7 7
97
. . .
6" 60' west and 10` north of northwest corner
1 Parking lot
22 105
1 15
5 7
96
. . .
6" 10' east and 30' south of southwest corner
All tests meet the project speclhcat ns
Our letters and reports are for the exclusive use of tha client W whom they sro addressed. Tha uac of our name moat receive our prior written approval. Our
lettero and reports apply only W the sample tested and/or inspected, and are nat necessarily indicative of Ure quantities of apparcnUy identical or similar products.