ST0301C- LR160201G1 * GEOTECHNICAL ENGINEERING
E I - ENVIRONMENTAL CONSULTING
E I o CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
February 1, 2016 Date Concrete Placed: January 22, 2016 Standard 6"xI2" Cylinders
City of Coppell
Bethel & Coppell Road
Iron Concrete Construction
Argos 111
Inlet at 26+70.97
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 63
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: DI000I083PPU
Time Sample Batched:
8:15 AM
Cement:
Time Sampled:
9:15 AM
Fly Ash:
Sample Location:
Inlet at 26+70.97
7
Truck / Ticket No:
0/1762694
Coarse Aggregate:
Temperature:
BCR 28828
Intermediate Aggregate:
Ambient Range:
39 OF
Fine Aggregate:
Concrete Range:
52 OF
Admixtures:
Slump Range (inches):
3.0
2/19/16
Weather Conditions:
Clear
I
Time Started:
6:30 AM
2
Time Completed:
11:00 AM
Added Water: 0 Gal
Sample Air Content
3.5
Fracture Regular
Total Cubic Yards Placed:
8.0
(Unless Noted Otherwise)
Required Streripth il.hq lqn in I-
A AM
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 287
7
1/29/16
129,820
4,590
Concrete arrival scheduled for
BCR 28828
2/19/16
7:30 AM. Did not arrive until
BCR 289
3.0
28
2/19/16
8:45 AM
BCR 290
H
It
I
I
Test Methods Utilized
Fracture Regular
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: HP
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden nacoprieffix.gov
Mr. Michelle Mantras - City of Coppell via Email: tnmatunasAcop12eIItx.goy
Mr. George Marshall - City of Coppell via Email: gmarshall(?Dcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcauldill(aftiseopaving.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,