Town Center L1B2-LR 980514GEOTECHNICAL ENGINEERING
GEE Consultants, Inc.
CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 9 (298-0165) Method: ASTM D2922 D3017 D698 Page of 2
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lbs/CuF0 Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 11, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
Report Date: May 14, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +5%
Mat Location/Elevation land/or) Lift In-Place In-PLace Percent
No. Dry Density Moisture Compaction
Test (LbstCuPt) Content (%)
No.
Probe
Depth
2 Phone Line Trench at East Approach - 1st lift
20 25' NW of utility pole 95.1 17.0 * 95.5
3 20' E. of column line H-i; 1st and final lift
21 119.3 13.4 103.7
8"
2 Phone Line Trench at East Approach of Sandy Lake - 1st lift
22 160' NW of utility pole 97.9 18.6 98.3
2 Phone Line Trench at East Approach of Sandy Lake - 1st lift
23 100' NW of utility pole 101.4 16.8 * 101.8
8"
3 Fire lane; Final lift
24 60' N & 31' E. of SW building corner 111.4 14.4 96.8
8"
3 Fire lane; Final lift
25 140' N & 31' E. of SW building corner 116.1 13.2 100.9
8"
3 Fire lane; Final lift
26 100' S & 52' W. of NE property line 100.9 7.4 * 87.7 *
8"
Tests do not meet project spec .ons
GEE Consultants, Inc.
Dallas, Texas
(214) 352-5433
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 9 (298-0165) Method: ASTM D2922 D3017 D698 Page 2 of 2
Client: Ewing Properties Mmfia~ Desmp~on Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-eoppell (Lbs/CuF0 Percent
1. Olive Gray Clay 103.2 17.6
Test Date: May 11, 1998 231 Reddish Brown Sandy Clay 99.6 18.4
Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select fill) 115.0 11.5
Report Date: May 14, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +5%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/Cuff0 Content (%)
No.
Probe
Depth
3 Fire lane; Final lift
27 130' S & 52' W. of NE property line 105.4 7.9 * 91.6 *
8"
3 Fire lane; Final lift
28 25' E of SE building comer 113.1 9.9 * 98.3
8"
* Tests do not meet project specificauons
cc:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppell (2)
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 repons apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparentiy identical or similar products.