ST0502A- LR150603• GEOTECHNICAL ENGINEERING
L
AL
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
E • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: July 1, 2015 Date Concrete Placed: June 3, 2015
Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 211
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros I 10
Location of Placement: Median Nose - Stamped Concrete
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1043 Time Sample Batched: 9:04 AM
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water: 0
Time Sampled: 9:30 AM
Sample Location: Median Nose STA. 25+55 to
25+90
Truck / Ticket No: 3338/1620551
Temperature:
Ambient Range:
79 OF
Concrete Range:
82 OF
Slump Range (inches):
4.25
Weather Conditions:
Sunny
Time Started:
8:30 AM
Time Completed:
12:15 PM
Sample Air Content
3.0
Total Cubic Yards Placed:
10
Required Strength (Lbs./sq.in.):
3000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 809
7
6/10115
110,340
3,900
FPP 810
28
i'/1/1.5
141,060
4,990
4.25
FPP 811
28
711115
137,480
4,860
FPP 812
H
Hold
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: ROdeli@coppelltx.gov
Mr, Michael Garza - City of Coppell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Chris Schmitt- Teague, Nall & Perkins, via E-mail: cschmitt@tnpinc.com
Mr. Francisco Luyando - CD Builders, Inc., Phone: 787-688-8207; via E-mail: fluyando@cdbuilderspr.com
Mr. Jonathan Payne -Teague, Nall & Perkins, Phone: 214-461-9867; via E-mail: jpayne(ci)tnpinc.com
No
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 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.