ST0502A- LR150604iNICAL ENGINEERING
VIRONMEN1AL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive 0 Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
REINFORCING STEEL PLACEMENT
Report Date: June 4,'2015 Test Date: June 3, 2015
Client: City of Coppell General Report No.: 135
Project Freeport Parkway Project No.: 214-144
Identification Reinforcing Steel Observation
Method of Test Visual Observation Page I of I
Results
On June 3, 2015 reinforcing steel was observed at the following locations:
1) Median Nose - Stamped Concrete, STA 25+50 to 25+90.
The following discrepancies were noted and called to the attention of Antonio, a representative of CD Build
1) Clean area (plastic bottles, a piece of wood).
The above discrepancies were corrected as noted.
Technician: CP
cc: Mr. Michael Garza - City of COPPell, Phone: 972-304-3679; via E-mail: MGarza@coppelltx.gov
Mr. Mitch Holmes'- Teague, Nall 8,, 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
Mr. Rick Odell - City of Coppell via E-mail: rodell@coppelltx.gov
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
they are addressed and shall not be reproduced the full approval of GEE Consultants, Inc. The use of
All letters and reports are for me exclusive use of the client to whom c a t apparently
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 quantities
identical or similar products.
iNICAL ENGINEERING
VIRONMENIAL CONSULTING
* CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 • Fax (214) 352-6972
p
Report Date: June 4, 2.015 Date Concrete Placed: May 27, 2015
Standard 6"xl2" 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.: 208
Contractor: CD Builders Project No.: 214-0144
Concrete Supplier and Plant: Agros I,10
Location of Placement: Paving - Bike Trail
MATERIALS Source / SSE) Batch Wts. OBSERVATION DATA
Description (Lbs,/CuYd)
Mix Number: 1043 Time Sample Batched: 10:31 AM
Cement:
Time Sampled:
11:15 AM
Fly Ash:
Sample Location:
Bike Trail STA 18+10 to 19+30
Coarse Aggregate:
Truck / Ticket No:
7102/1617556
Intermediate Aggregate:
Temperature:
107,560
Fine Aggregate:
Ambient Range:
70 OF
Admixtures:
Concrete Range:
78 OF
Slump Range (inches):
4.5
I
Weather Conditions:
Sunny
2
Time Started:
7:30 AM
Added Water: 0
Time Completed:
12:00 PM
28
Sample Air Content (%):
3.6
Total Cubic Yards Placed:
10
Required Strength (Lbs./sq.in.):
3600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
FPP 797
7
6/3/15
107,560
3,800
FPP 798
28
6/24/15
4.5
FPP 799
28
6,124/15
FPP 800
H
Hold
Test Methods Utilized
Fracture Regular
I
Cylinders Made By: CPI
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
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by: LZ
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, Inr. 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,