ST0301C- LR160404G1 * GEOTECHNICAL ENGINEERING
ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date: May 3, 2016 Date Concrete Placed: April 4, 2016
Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No,: 80
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta/141
Location of Placement: Sidewalk at Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8272
Time Sample Batched:
8:42 AM
Cement: 5.0 Sack
Time Sampled:
9:30 AM
Fly Ash:
Sample Location:
Sidewalk at South Side, 10' E of
Coarse Aggregate:
Truck / Ticket No:
Hearthstone Ln,
01/3265157
Intermediate Aggregate:
Temperature:
BCR 345
Fine Aggregate:
Ambient Range:
64 OF
Admixtures:
Concrete Range:
70 OF
BCR 346
Slump Range (inches):
5.75
5/2/16
Weather Conditions:
Clear
2
Time Started:
7:00 AM
Added Water: 5 Gal
Time Completed:
2:00 PM
Sample Air Content
4.2
Fracture Regular
Total Cubic Yards Placed:
10.0
(Unless Noted Otherwise)
Reonired '.itre.npth (Lbs /cn in 1
I ('(V)
Specimen
Number
Measured
Slump (in,)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 344
7
4/11/16
93,720
3,320
BCR 345
28
5/2/16
111,800
3,950
BCR 346
5.75
28
5/2/16
109,340
3,870
BCR 347
H
H
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: RB
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden (iDcoppelftx.gov
Mr. Michelle Matunas - City of Coppell via Email: mtratunasAccippelltx.gov,
Mr. George Marshall - City of Coppell via Email: gmarshall(c�,coppelltx.gov
Mr. Robert Caudill - Tisco Paving via Email: rcaudill(iiitisecipaving.corn
GEE Consultants, 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
out 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,