Town Center L1B2-LR 9805131' GEOTECHNICAL ENGINEERING
E }° ENVIRONMENTAL CONSULTING , oGEE Consultants, Inc.
lei
° CONSTRUCTION MATERIALS TES
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. 10 (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 (Lbs/CuFt} Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: May 12, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select f'dl) 115.0 11.5
Report Date: May 13, 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/CuF0 Contem (%)
No.
Probe
Depth
3 Gas Line; Final Lift
29 75' S & 52'W of NE corner of property 112.1 12.7 97.4
8"
2 Phone Line; Trench at East Approach - final lift
30 20' NW of utility pole 93.1 12.4' 93.5*
8"
2 Phone Line; Trench at East Approach - final lift
31 160' NW of utility pole 100.2 11.5' 100.6
8"
2 Phone Line; Trench at East Approach - final lift
32 260' NW of utility pole 99.0 13.1' 99.4
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 Comractors (2)
'Mr. Larry Davis - City of Coppell (2)
Our letters and reports are for the exclusive use of the client m whom they are addressed. T~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 o}' the quantities of apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
E · ENVIRONMENTAL CONSULTING
E
GEE Consultants, Inc.
· CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 ·
(214) 352-5433 ·
Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date:
Client:
Project
Identification
Method of Test
Results
May 13, 1998
Ewing Properties
Town Center Shopping - Coppell, Tx.
Reinforcing Steel Inspection
Visual Inspection
Test Date: May 8, 1998
General Report No.: 6
Project No.: 298-0165
Page 1 of 1
On May 8, 1998, reinforcing steel was inspected at the following locations:
Footing for retaining wall, northeast side of project.
There were no discrepancies.
Tech: LW
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)