ST0301C-LR161003G1 * GEOTECHNICAL ENGINEERING
E I * ENVIRONMENTAL CONSULTING
CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: October 3, 2016 Date Concrete Placed: September 22, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 129
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta 131
Location of Placement: E. Bound Sidewalk, W. of Penfolds, Ln
MATERIALS Source / SSD Batch Wts.OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
8272
Time Sample Batched:
1:57 PM
Cement:
5.0 Sack
Time Sampled:
2:40 PM
7
Sample Location:
E. Bound Sidewalk, 9'W. of
Fly Ash:
Concrete delivery scheduled for
Penfolds Ln.
Coarse Aggregate:
I" CS
Truck / Ticket No:
0000/3567991
Intermediate Aggregate:
BCR 564
Temperature:
28
10/20/16
Ambient Range:
93 OF
Fine Aggregate:
7.25
Concrete Range:
94 OF
Admixtures:
Slump Range (inches):
7.25
1
Admix/Aea
Weather Conditions:
Partly Cloudy
I
Time Started:
11:00 AM
2
ASTM C-31, C-39, C- 143
Time Completed:
3:45 PM
Added Water:
10 Gal
Sample Air Content
No Test
Total Cubic Yards Placed:
10.0
0—ir-1 Strancrtti if hQ /en in 1
'A 600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 563
7
9/29/16
86,420
3,060
Concrete delivery scheduled for
1:00 PM, did not arrive until 2:20
BCR 564
28
10/20/16
PM
BCR 565
7.25
28
10/20/16
BCR 566
I
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: RG
ASTM C-31, C-39, C- 143
(Unless Noted Otherwise) —
Remarks and/or Distribution: -
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a),coppeffix.go
Ms. Halie Hernandez - City of Coppell via Email: hhernandez(a),coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(a_)covPelltx.gov
Mr. Robert Caudill - Tisco, Paving via Email: rcaudill(&tiseopaving.com
13"AR-0
Inc. TBPE Firm: F-3212
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.