Town Center L1B2-LR 980519' GEOTECHNICAL ENGINEERING ~
E I: Consultants, Inc.
lEI
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 19, 1998 Date Concrete Placed: April 20, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Royal General
Contractor:
Concrete Supplier and Plant:
Location of Placement: Piers
MATERIALS s ...... ' SSD.arch w.. INSPECTION DATA
Description (Lbs/CuYd)
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 1
Project No.: 298-0165
Mix Number: Time Sample Batched:
Cement: Time Sampled:
Sample Location:
Fly Ash: Track/Ticket No:
Coarse Aggregate: Temperamre:
Intermediate Aggregate: Ambient Range:
Fine Aggregate: Concrete Range:
Slump Range (inches):
Admixtures: Weather Conditions:
1 Time Started:
2 Time Completed:
Added Water: 0 Gallons Sample Air Content (%):
Total Cubic Yards Placed:
Required Strength (Lbs./sq.in.): 3.000
Specimen Measured Age Date To{al Load Compressive Strength Remarka
Number Slump (in,) (Days) Tested (Lbs,) (Lbs./Sq.ln.)
CTC 1 7 04/27/98 106,560 3,770
CTC 2 28 05/18/98 142,160+ 5,030+
CTC 3 28 05/18/98 133,440 4,720
CTC 4 H Hold
Test Methods Utilized Fracture Regular Cylinders Made By: Contractor
ASTM C-31.C-39.C-143 (Unless Noted Otherwise)
Remarks and/or Distribution:
Mr. John Maggiore - Ewing Properties
Mr. Hank Quigg - Richmond Group
Mr. Steve Dial - Hunt & Joiner Engineering
Mr. Eric Royal - Royal General Constractos(2)
Mr. Larry Davis - City of Coppell(2)
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be repmd~ without the full app~nal of GEE Comultants, Inc. The use of out tame must receive
our prior written approval. Our letters and reports apply only to the sample teated and/or ~mpncted and are l~t neceusanly ~nd~cauve of the quaotmes of apparently ~dentical or stm~lar products.
· GEOTECHNICAL ENGINEERING
E GEE Consultants, Inc.
iE] CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: May 19, 1998 Date Concrete Placed: May 08, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI/141
Footings
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 6
Project No.: 298-0165
MATERIALS s ..... / SSD ~a,~h w~. INSPECTION DATA
Description (LbslCuYd)
Mix Number: 9506 Time Sample Batched: 01:17 pm
Cement: Time Sampled: 01:50 pm
Sample Location: NE side of project
Fly Ash: Track/Ticket No: 834/1045797
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 86°F
Concrete Range: 82°F
Fine Aggregate: Slump Range (inches): 3~A"
Admixtures: Weather Conditions: Clear
I Time Started: 12:30 pm
2 Time Completed: 03:30 pm
Added Water: 15 Gallons Sample Air Content (%): I t.6 %
Total Cubic Yards Placed: 80
Required Strength (Lbs./sq.in.): 3,500
Spemmen Measured Age Dale Total Load Compressive Strength Remarks
Number Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 21 7 05/15/98 86,540 3,060
CTC 22 28 06/05/98
33A,,
CTC 23 28 06/05/98
CTC 24 H HOLD
Test Methods Utilized Fracture Regular Cylinders Made By: LW
ASTM C-31.C-39,C-143 (Unless Noted Othcrwisel
Remarks and/or Distribution:
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)
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not he reproduc~l~ilix~c the. Rill approval o/" GEE Co~ullalm, Inc. The m d ~ I,alnc must receive
our prior wrinen approval. Our letters and reports apply only to the sample tested and/or inspected and are mt necessarily indicative of the quantities of appansndy identical or similar products.