Town Center L1B2-LR 980724[· GEOTECHNICAL ENGINEERING
E I'ENVI ON ENT^ CONSU'T'NG 'GEE Consultants, Inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date:
Client:
Project
Identification
Method of Test
July 24, 1998
Ewing Properties
Town Center Shopping - Coppell, Tx.
Reinforcing Steel Inspection
Visual Inspection
Test Date: July 23, 1998
General Report No.: 11
Project No.: 298-0165
Results
On July 23, 1998, reinforcing steel was inspected at the following locations:
Sidewalk adjacent to front entrances of building
Page 1 of 1
There were no discrepancies.
Tech: AS
cc:
Mr. ~rohn 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 Copp¢ll (2)
GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
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. 5 (298-0275) Method: ASTM D2922 D3017 D698 Page 1 of 2
Client: First United Methodist Church Material Description Maximum Optimum
Dry Moistur~
Density Content
Project:First United Methodist Church (Lbs/CuFt) Percent
of Coppell
1. Gray Sandy Clay(Natural) 96.3
18.2
Test Date: July 22, 1998 2. Dark Brown & Brown Silty Clay w/occasional
Calcareous nodules(fill) 103.6
16.2
3. Dark Brown & Light Brown Clay w/occasional
Report Date: July 24, 1998 Calcareous nodules(fill) 94.1 24.0
4. Dark Brown Clay(fill) 91.2
24.5
Required Density (%): 95% - 105%
Required Moisture (%): N/A
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test
No. (Lbs/CuFt) Content (%)
Probe
Depth
2 Final Lift
15 40' E. & 170' S. of NW parking corner 100.1 18.5 96.5
4."
3 Final Lift
16 35' E. & 120' S. of NW parking corner 93.0 16.9 98.7
4."
2 Final Lift
17 30' E. & 75' S. of NW parking corner 103.8 19.2 100.1
4."
1 Natural
18 50' E. & 35' S. of NW parking corner 93.8 10,6 97.4
4"
1 Natural
19 S. Approach 97.4 11.4 101.1
3 Final Lift
20 75' W. & 200' S. of NE corner Vanbebber & Heartz 94.4 17.4 100.3
2"
3 Final Lift
21 70' W. & 150' S. of NE corner Vanbebber & Heartz 93.5 10.6 99.3
4"
tests meet prOject specifications
GEE Consultants, Inc.
Dallas, Texas
214-352-5433
REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL
Density Report No. 5 (298-0275) Method: ASTM D2922 D3017 D698 Page 2 of 2
Client: First United Methodist Church Material Description Maximum Optimum
Dry Moisture
Density Content
Project:First United Methodist Church (Lbs/CuFO Percent
of Coppell ~.~ ls.2
1. Gray Sandy Clay(Natural)
Test Date: July 22, 1998 2. Dark Brown & Brown Silty Clay w/occasional 103.6 16.2
Calcareous nodules(fall)
3. Dark Brown & Light Brown Clay w/occasional 94.1 24.0
Report Date: July 24, 1998 calcareous nodu~(r~ 91.2 24.S
4. Dark Brown Clay(fill)
Required Density (%): 95% - 105%
Required Moisture (%): N/A
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Content (%)
No.
Probe
Depth
3 Final Lift
~ 22 70' W. & 95' S. of NE corner Vanbebber & Heartz 93.9 12.1 99.8
3 Final Lift
23 60' W. & 75' S. of NE corner Vanbebber & Heartz 95.1 15.8 101.1
4"
3 Final Lift
24 50' W. & 50' S. of NE corner Vanbebber & Heartz 97.2 19.5 103.3
4"
All tests meet project specifications
cc: Ms. Lynn Johnson - First United Methodist Church Mr. Charles Harper - Harper perkins Architects
Mr. Larry Davis - City of Coppell
Mr. Bill Anderson - Dowdey, Anderson g: Associates, Inc.
Our letters and reports are for the exclusive use of the client to whom they are addr~sed. The use of our name must ~r~ive ~r prior writt~ approval. Our
letters and reports a~ply only to the sample tinted and/or inspected, and are not nec~$arily indicative of thc quantities of apparently identical or similar prnduc~.