Valley R Plaza 2-LR 970410G1 EOTECHNICAL
E I NGINEERING
GEE Consultants, Inc.
I E I NVIRONMENTAL
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 • Fax (214) 352 -6972
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
tloneihr RPnnrt Nn 1 R 196 - 7951 Method: ASTM D2922 D3017 D698 Page 1 of 1
Client N.C. Inc.
Material Description
Maximum
Optimum
Dry
Moisture
Density
Content
Project: Valley Ranch Plaza
(Lbs /CuFt)
Percent
1. Yellowish Brown and Dark Gray Clay
105.5
17.2
Test Date: April 7, 1997
2. Dark Gray and Dark Brown Shaley Clay
94.2
22.6
3. (S.F.) Reddish Brown Sandy Clay with some gravel
121.0
10.2
Report Date: April 10, 1997
Required Density ( %): Min. 95%
Required Moisture ( %): Opt +5
Mat
Location /Elevation (and /or) Lift
In -Place
In -Place
Percent
N,
Dry Density
Moisture
Compaction
Test
(LbslCuFt)
Content (%)
No.
Depth
2
Parking Lot; Fire Lane
43
100' North & 25' West of Souteast Corner
97.1
24.9
103.0
6"
An tests meet project spectrtcanons
cc: Mr. Phil Holder - N.C., Inc., General Contractors
Mr. Ross Floyd - BMH, Inc.
Mr. John T. Evans - John T. Evans Company
Andy - AECC, Inc. 4 �
Our letters and reports are for 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 reports apply only to the sample tested and /or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products,