ST0502A- LR150430'INICAL ENGINEERING
VIRONMENTAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 9 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
011 IN I Ell wo Lei k'
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
April 30, 2015 Date Concrete Placed: March 30, 2015 Standard 6"xl2" Cylinders
City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Freeport Pkwy from Ruby Rd. to Sandy Lake Rd. Concrete Report No.: 154
CD Builders Inc. Project No._ 214-0144
Argos 110
Brige-1/2 Slab Right Side, 5' of Abutment
MATERIALS
Source /
SSD Batch Wts. OBSERVATION DATA
Compressive Strength
(Lbs./Sq.ln.)
Remarks
Description
(Lbs/CuYd)
7
Mix Number:
1251
Time Sample Batched:
8:19 AM
Cement:
Time Sampled:
9:40 AM
Fly Ash:
5,990+
Sample Location:
Brige-1/2 Slab Right Side, 5'
Coarse Aggregate:
28
4/27/15
of Abutment
Intermediate Aggregate:
Truck / Ticket No:
7033/1589393
H
Hold
Temperature:
I
Fine Aggregate:
Test Methods Utilized
Ambient Range:
65 OF
Admixtures:
(Unless Noted Otherwise)
Concrete Range:
74 OF
I
Slump Range (inches):
4.5
2
Weather Conditions:
Mostly Cloudy
Added Water:
0
Time Started:
7:30 AM
Time Completed:
6:30 PM
Sample Air Content
3.4
Total Cubic Yards Placed:
10
Reouired Strenath (Lbs./sa.in.):
4000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.ln.)
Remarks
FPP 613
7
4/6/15
162,000
5,730
FPP 614
28
4/27/15
169,260+
5,990+
FPP 615
4.5
28
4/27/15
170,920
6,050
FPP 616
H
Hold
I
I
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: CP
I
ASTM C-3 1, 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: o4`et_-
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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 o£ apparently identical or similar products,