ST0502A- LR150513iNICAL ENGINEERING
VIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
" REPORT OF CON=CRETE MIX OBSERVATION
Report Date: May 22, 2015 Date Concrete Placed: May 13, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Free port Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 196
Contractor: CD Builders Project Nc.: 214-0144
Concrete Supplier and Plant: Agros 110
"Location of Placement: Paving Median Crossing
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Ash:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures: "
1
2
Added Water:
1273
0 Gallons
Time Sample Batched:
Time Sampled:
Sample Location:
8:31 AM
8:55 AM
Paving Median Crossing
Half STA. 11+40 to 11+90
Driveway 7
Truck / Ticket No: 5017/1613233
Temperature:
Measured
Slump (in.)
Ambient Range:
64 OF
Concrete Range:
74 OF
Slump Range (inches):
4.0
Weather Conditions:
Cloudy
Time Started:
7:30 AM
Time Completed:
1:15 PM
Sample Air Content (%):
3.4
Total Cubic Yards Placed:
10
Do.,,,;rorl Ctranath (i he /en in
)• 1600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
FPP 749
2
5/15/15
112,600
3,980
FPP 750
7
5/20/15
135,380
4,790
FPP 751
4.0
28
6/10/15
FPP 752
28
6/10/15
Test 'Methods Utilized
Fracture Regular
Cylinders Made By: CP
ASTM C-31, C-39, C-143
I (Unless Noted Otherwise)
Remarks and/or Distribution:- None
cc: Mr. Rick Odell - City of Coppell via E-mail: 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: t/'_
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.