ST0301C- LR160415G1 * GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 a Fax (214) 352-6972
Report Date: April 15, 2016 Date Concrete Placed: March 18, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 77
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: TXI Operations/ 141
Location of Placement: Paving at Bethel Road (Stamp Concrete)
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 9603
Time Sample Batched:
9:46 AM
Cement: 6.0 Sack
Time Sampled:
10:28 PM
Remarks
Sample Location:
40' South from Bethel and
Fly Ash:
3/25/16
Hearthstone Lane Intersection and
Coarse Aggregate:
15' East from Building 413
Intermediate Aggregate:
Truck / Ticket No:
01/3239434
Fine Aggregate:
Temperature:
Ambient Range:
63 OF
Admixtures:
Concrete Range:
72 OF
I
Slump Range (inches):
4.25
Weather Conditions:
Cloudy
2
Time Started:
9:00 AM
Added Water: 0 Gal
Time Completed:
12:00 PM
I Fracture Regular
Sample Air Content (%):
3.6
I (Unless Noted Otherwise)
Total Cubic Yards Placed:
6.0
Re uired Strength (Lbs./sq.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 332
7
3/25/16
143,320
5,070
BCR 333
28
4/15/16
172,460
6,100
BCR 334
4.25
28
4/15/16
169,560
6,000
BCR 335
H
H
—Cylinders
Test Methods Utilized
I Fracture Regular
Made By: YS
ASTM C-31, C-39, C-143
I (Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr, Rick Odell - City of Coppell via E-mail: Rode] l(a)coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas acoppelltx v
Mr. George Marshall - City of Coppell via Email: gmarshaII(&,col)pelItx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillngtisecipaving.com
Inc. TBPE Firm: F-3212
Reviewed
All letters and reports are for the exclusive use of the client to whom they are addressed and shall not be reproduced without the full approval of GEE Consultants, Inc. The use of our name must receive
our prior written approval. Our letters and reports apply only to the sample tested and/or observed and are not necessarily indicative of the quantities of apparently identical or similar products.