Valley R Plaza 2-LR 970417G1 EOTECHNICAL
E I NGINEERING
GEE Consultants, Inc.
L E]NVIRONMENTAL
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352 -5433 • Fax (214) 352 -6972
REPORT OF IN -PLACE DENSITY AND MOISTURE OF SOIL
Density Renort No. 19 (96 -295) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: N.C. Inc.
Material
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 15, 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 17, 1997
Required Density ( %): Min. 95%
Required Moisture ( %): Subgrade: Opt +5%
Select: Opt t3%
Mat
Location/Elevation (and /or) Lift
In -Place
1n -Place
Percent
No.
Dry Density
Moisture
Compaction
Test
Test
Content (96)
Probe
Depth
1
Fire Lane; West of building
44
65' North & 60' West of Southwest corner of building
109.8
17.2
104.0
6"
1
Fire Lane; West of building
45
115' North & 50' West of Southwest corner of building
105.7
17.3
100.2
6 "
1
Fire Lane; West of building
46
40' West & 10' South of Northwest corner of building
105.4
19.2
99.8
6"
nu tubes tucct prujct L spcctrtuauoras
cc: Mr. Phil Holder - N.C., Inc., General Contractors
Mr. Ross Floyd - BMH, Inc.
Mr. John T. Evans - John T. Evans Company l l J , v l
Andy - AECC, Inc.
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 turd reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities or apparently identical or similar products.