Town Center L1B2-LR 980511GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
F
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. 8 (298-0165) Method: ASTM D2922 D3017 D698 Page 1 of 1
Client: Ewing Properties Material Descri'ption Maximum Optimum
Dr)' Moisture
Density Content
Project: Town Center Shopping-Coppell (Lbs/CuFt) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 8, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select f'fll) 115.0 11.5
Report Date: May 11, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt +3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percem
No. Dry Density Moisture Compaction
Test (Lbs/CuFt) Content (%)
No.
Probe
Depth
2 Retest of Test #15
16 89.8 16.9 90.2 *
8"
2 Phone Line Trench at East Approach - 1st lift
17 100' NW of utility pole 104.8 9.1 * 105.2
8"
2 Phone Line Trench at East Approach - 1st lift
!.8 200' NW of utility pole 90.6 12.8 * 90.9 *
3 Phone Line Trench at East Approach - 1st lift
19 15' S. of column Line G; 6' East of G.2 105.0 12.2 * 91.2 *
8"
* Tests do not meet project specifications
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 reports apply only to the sample tested and/or inspected, and are not necessarily indicative of the quantities of apparently identical or similar products.
GEOTECHNICAL ENGINEERING
· ENVIRONMENTAL CONSULTING, GFE 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. 7 (298-0165) Method: ASTM D2922 D3017 D698 Page of 1
Client: Ewing Properties Material Description Maximum Optimum
Dry Moisture
Density Content
Project: Town Center Shopping-Coppell (Lb$/CuFtl Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 7, 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 Il, 1998
Required Density (%): Min. 95%
Required Moisture (%): Opt __.3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuFf) Content (%)
Probe
Depth
2 GTE Telephone Line Trench Backfill at East Approach Off
15 Sandy Lake - 1st lift 89.7 16.8 90.1
8" 30' NW of Utility Pole
* Tests do not meet project specifications
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)