ST0301C-LR160809 (3)G1 * 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: August 19, 2016 Date Concrete Placed: August 9, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 119
Contractor: Iron Concrete Project No.: 215-140
Concrete Supplier and Plant: Tiseo Paving
Location of Placement: Inlet Cover at 50' E. of Hearthstone Ln. (E.), W. Bound Bethel Rd.
NIATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 MIH
Time Sample Batched:
8:13 AM
Cement: 6 Sack
Time Sampled:
7:10 AM
Remarks
Sample Location:
Inlet Cover at 50' E. of
Fly Ash:
8/16/16
Hearthstone Ln. (E.)
Coarse Aggregate:
Truck / Ticket No:
*/28216
Intermediate Aggregate:
Temperature:
9/6/16
Ambient Range:
89 OF
Fine Aggregate:
Concrete Range:
91 OF
Admixtures:
Slump Range (inches):
2.5
1
Weather Conditions:
Cloudy
H
Time Started:
6:45 AM
2
Time Completed:
11:00 AM
Added Water: 0 Gal
Sample Air Content
3.0
(Unless Noted Otherwise)
'total Cubic Yards Placed:
4.5
Ppnnirptl OZfrt-ricrfh (i ha lqn in
4200
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 521
7
8/16/16
115,140
4,070
BCR 522
28
9/6/16
BCR 523
2.5
28
9/6/16
BCR 524
H
H
Methods Utilized
Test M;th
Fracture Regular
Cylinders Made By: HP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- Plant number and truck number are not available on ticket
cc: Mr. Rick Odell - City of Coppell via E-mail: RodcllAcoDi)clltx.go
Ms. Halie Hernandez - City of Coppell via Email: hhemandez(&coppSlltx,.gov
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudilba—ftiscortaving.com
Inc- TRPF 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 out 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.