ST0301C-LR160906G1 * GEOTECHNICAL ENGINEERING
E I * ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 41 Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
Report Date: September 6, 2016 Date Concrete Placed: August 26, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 121
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta/ 141
Location of Placement: Drivecvay at Bethel Rd
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
11:31 AM
Cement: 6 Sack
Time Sampled:
12:20 PM
Remarks
Sample Location:
Driveway at 300 Bethel Rd, East
Fly Ash:
8/29/16
Half
Coarse Aggregate:
Truck / Ticket No:
0000/3516361
Intermediate Aggregate:
Temperature:
9/2/16
93,620
Ambient Range:
88 OF
Fine Aggregate:
Concrete Range:
96 OF
Admixtures:
Slump Range (inches):
5.25
1
Weather Conditions:
Partly Cloudy
28
Time Started:
11:00 AM
2
Time Completed:
2:00 PM
Added Water: 10 Gal
Sample Air Content
3.2
Total Cubic Yards Placed:
9.0
Required Strength (Lbs./so.in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 529
3
8/29/16
88,960
3,150
BCR 530
7
9/2/16
93,620
3,310
BCR 531
5.25
28
9/23/16
BCR 532
28
9/23/16
BCR 533
H
Hold
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution: -
cc: Mr, Rick Odell - City of Coppell via E-mail: RodeII(&coT)peIltx.ff_o
Ms. Halie Hernandez - City of Coppell via Email: hhernandez(a),coppeffix.gov
Mr, George Marshall - City of Coppell via Email: gmarshalWconvelltx. Roy
Mr. Robert Caudill - Tiseo Paving via Email: reaudill(a)tiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
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.