ST0502A- LR150430 (2)• GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultanis, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 0 Fax (214) 352-6972
Report Date:
April 30, 2015 Date Concrete Placed:
Client:
City of Coppell
Project:
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd.
Contractor:
CD Builders Inc.
Concrete Supplier and Plant:
Argos 1 10
Location of Placement:
Pavement North Bound STA. 25+00
March 30, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 155
Project No.: 214-0144
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Time Sample Batched:
12:54 PM
Cement:
Time Sampled:
1:35 AM
Fly Ash:
Sample Location:
Pavement North Bound STA.
Coarse Aggregate:
4/6/15
25+00
Intermediate Aggregate:
Truck / Ticket No:
4073/1589795
Temperature:
4/27/15
Fine Aggregate:
Ambient Range:
72 OF
Admixtures:
Concrete Range:
76 OF
I
Slump Range (inches):
4.5
2
Weather Conditions:
Cloudy
Added Water: 0
Time Started:
7:30 AM
Time Completed:
6:30 PM
Fracture Regular
1
Sample Air Content (%):
4.0
(Unless Noted Otherwise)
Total Cubic Yards Placed:
10
Rermired Strength (I,hsJsn.inl:
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 617
7
4/6/15
120,120
4,250
FPP 618
28
4/27/15
143,040+
5,060+
FPP 619
4'S
28
4/27/15
148,120
5,240
FPP 620
H
Hold
Test Methods Utilized
Fracture Regular
1
Cylinders Made By: CP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Rick Odell <ROdell@coppelltx.gov>
Mr. Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes - Teague, Nall & Perkins, Phone: 432-312-4205; via E-mail: mholmes@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.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.