ST0502A- LR150529 (2)iNICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
.0 —
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: May 29, 2015 Date Concrete Placed: April 29, 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.: 185
Contractor: CD Builders Inc. Project No.: 214-0144
Concrete Supplier and Plant: LMC 956
Location of Placement: Piers Lights P1 to 1`7
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 4045BL
Time Sample Batched:
11:34 AM
Cement:
Time Sampled:
12:15 PM
Fly Ash:
Sample Location:
Piers Lights PI to P7, STA
Coarse Aggregate:
5/6/15
25+50 to STA. 36+15
Intermediate Aggregate:
Truck / Ticket No:
5029/63090606
Fine Aggregate:
Temperature:
5/27/15
Admixtures;
Ambient Range:
70 OF
FPP 707
Concrete Range:
76 OF
I
Slump Range (inches):
5.0
2
Weather Conditions:
Sunny
Added Water: 0
Time Started:
7:00 AM
Time Completed:
3:30 PM
Fracture Regular
Sample Air Content
3.4
(Unless Noted Otherwise)
Total Cubic Yards Placed:
12.5
Required Strength (Lbs./so.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 705
7
5/6/15
105,840
3,740
FPP 706
28
5/27/15
112,340
3,970
Cylinder 706 possibly
FPP 707
5
28
5/27/15
130,050
4,600
damaged
FPP 708
H
Hold
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
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: 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
() CA
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: LZL 4L-1-11
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 'ofour 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.