Town Center L1B2-LR 980812· GEOTECHNICAL ENGINEEk~NG
EI· GEE Consultants, Inc.
I EI CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive
· Dallas, Texas 75229 · (214) 352-5433 · Fax (214) 352-6972
REPORT OF CONCRETE MIX INSPECTION
Report Date: August 12, ~998 Date Concrete Placed: June 17, 1998
Client: Ewing Properties
Project: Town Center Shopping
Coppell, Texas
Tri Cities Foundation
TXI/Plant #43
Pier Caps
Contractor:
Concrete Supplier and Plant:
Location of Placement:
Standard 6"x12"
Area 28.27 Square Inches
Concrete Report No.: 14
Project No.: 298-0165
MATERIALS so ..... sso ~a,c. wa. INSPECTION DATA
Descripuon (Lbs/CuYd)
Mix Number: 9506 Time Sample Batched: 11:48 am
Cement: Time Sampled: 12:40 pm
Sample Location: Pier caps: A.3-! thru K-I
Fly Ash: Truck/Ticket No: 641/1075601
Coarse Aggregate: Temperature:
Intermediate Aggregate: Ambient Range: 94°F
Concrete Range: 92°F
Fine Aggregate: Slump Range (inches): 7"
Admixtures: Weather Conditions: Cloudy
I Time Started: 12:00 pm
2 Time Completed: 02:00 pm
Added Water: 0 Gallons Sample Air Content (%): N/A
Total Cubic Yards Placed: 10
Required Strength (Lbs./sq.in.): 3,000
Spec,nen Measured Age Date Total Load Cmnpressive Strength Relllarks
Numl~er Slump (in.) (Days) Tested (Lbs.) (Lbs./Sq.ln.)
CTC 58 7 06/24/98 57,500 2,030 Cylinder end damaged
CTC 59 8 06/25/98 64,840 2,300
7"
CTC 60 28 07/15/98 81,940 2,900 *
CTC 61 56 08/12/98 100,920 3,570
'rest Methods Utilized Fracture Regular Cylinders Made By: DF
ASTM C-31.C-39.C-143 (Unless Noted Otherwisel
Remarks and/or Distribution:
* Notified Paul Johnson of 28-clay result - 7/16/98
Will break Hold cylinder at 56-day
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)
All letters and reports are tbr the exclusive use of tie client to whom they are addressed and shall not he reprodu~without the full approval of GEE Comullanls, Inc. The use ofo~' oarnc must receive
our prior written approval. O~r letters and reports apply only to the sample tested and/or inspected and are ~ necessarily mdw. atlve ol tho quantt~tes of apparently identical or similar produc:~s.