Town Center L1B2-LR 980605· GEOTECHNICAL ENGINEERING
El. GEE Consultants, Inc.
JE · 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. 18 (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/CuFf) Percent
1. Olive Gray Clay 103.2 17.6
2. Reddish Brown Sandy Clay 99.6 18.4
Test Date: June 3, 1998 3. Brown & Yellowish Brown Silty Clay 98.2 17.8
4. Yellowish Brown Clayey Sand (select Fill) 115.0 11.5
Report Date: June 5, 1998
Required Density (%): Min. 95%
Required M-,ismre (%): Opt _+5%/4-3%
Mat Location/Elevation (and/or) Lift In-Place In-Place Percent
No. Dry Density Moisture Compaction
Test (Lbs/CuF0 Content (%)
No.
Probe
Depth
4 Retest #47(Retest of #26) Fire line; Final Lift
48 100' S. & 52' w. of NE property line 113.4 12.4 98.6
6"
Test does 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 thc client to whom they are addressed. The use of our name~st 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 apparently identical or similar products.
· GEOTECHNICAL ENGINEERING
EI· GEE Consultants, inc.
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 ·
Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: June 5, 1998 Date Concrete Placed: May 08, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI #1
Footings
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6'x12"
Area 28.27 Square Inches
Concrete Report No.: 5A
Project No.: 298-0165
MATERIALS s .... / ssn Batnh w,s. INSPECTION DATA
Descripnofl (Lbs/CuYd)
Mix Number: 9506 Time Sample Batch·d:
Cement: Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 86°F
Concrete Range: 82°F
Fine Aggregate: Slump Range (inches): 3al"
Admixtures: Weather Conditions: Clear
1 ADMX Time Staged: 12:30 pm
2 Time Completed: 03:30 pm
Added Water: 15 Gallons Sample Air Content (%): 1.50%
Total Cubic Yards Placed: 80
Required Strength (Lbs./sq.in.): 3,500
01:17 pm
01:50 pm
Footings - NE side of project
834/I 045797
Specimen Measured Age Date Total Load Comproa$ive Strength Remarks
Number Slump (in.) (Days) Tested ILbs.) (Lbs./Sq.ln.}
CTC 21 7 05/15/98 86,540 3,060
CTC 22 28 06/05/98 117,100 4,140
CTC 23 3~A" 28 06/05/98 117,660 4,160
CTC 24 H HOLD
Test Methods Utilized Fracture aeSular Cylinders Made By: LW
AS'TM C-31.C-39.C-143 (Unless Nc~ed Otherwise)
Remarks and/or Distribution:
cc: Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Contractors (2)
Mr. Larry Davis - City of Coppeil (2)
All letters and reports arc foe the exelttsive use of the client to whom they are addressed and shall not be repnlduced~thont the full approval of GEE Comultants, Inc. The nse of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or inspected and are not recessanly ind~l~/e of t~ qo. alltltleS of apparently identical o1' similar praduct$.