ST0502A- LR150429 (2)G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 •
Fax (214) 352-6972
Report Date: April 29, 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 #110
Location of Placement: Pavement (North Bound)
April 16, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 172
Project No.: 214-0144
MATERIALS Nource / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1273
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
Added Water:
Time Sample Batched:
Time Sampled:
Sample Location:
8:41 AM
9:15 AM
Pavement (North Bound) -
Inside Lane 120'N from
Bridge Railing
Truck / Ticket No: 5017/01600264
Temperature:
Ambient Range:
77 OF
Concrete Range:
75 OF
Slump Range (inches):
5.0
Weather Conditions:
Clear
Time Started:
8:00 AM
Time Completed:
12:15 PM
Sample Air Content (%):
3.3
Total Cubic Yards Placed:
20
Required Strennth Q.hc /en in
1. Ufln
Specimen
Number
Measured
(in.)
Slump (' )
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs.1Sq.In.)
Remarks
FPP 673
7
4/23/15
121,660+
4,300+
FPP 674
28
5/14/15
5.0
FPP 675
28
5/14/15
FPP 676
H
Hold
Test Methods Utilized
Fracture Regular
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Cylinders Made By: RA
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 o 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.