ST0301C- LR160114- GEOTECHNICAL ENGINEERING
• ENVIRONMENTAL CONSULTING
E I -CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 Fax (214) 352-6972
REPORT OF CONCRETE MIX OBSERVATION
Report Date: January 14, 2016 Date Concrete Placed: January 4, 2016 Standard 6"xI2" Cylinders
Client: City of'Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 57
Contractor: Axis Contracting, Inc. Project No.: 215-140
Concrete Supplier and Plant: TXI Operation, LP 131
Location of Placement: Driveway Approach 528
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
11:37 AM
Cement: 6 Sack
Time Sampled:
1:00 AM
Fly Ash:
Sample Location:
S, Coppell Rd. Driveway 528
7
Truck / Ticket No:
0000/3126500
Coarse Aggregate:
Temperature:
BCR 263
Intermediate Aggregate:
Ambient Range:
50 OF
Fine Aggregate:
Concrete Range:
60 OF
Slump Range (inches):
5.5
Admixtures:
Weather Conditions:
Clear
I
Time Started:
11:00 AM
2
Time Completed:
4:30 PM
Sample Air Content
Not Tested
Added Water:
Total Cubic Yards Placed:
10.0
I
Required Strength (Lbs./sq.in.):
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 262
7
1/11/16
98,680
3,490
BCR 263
28
2/1/16
5.5
BCR 264
28
2/1/16
BCR 265
H
H
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: YS
I
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: RodellAcoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a_),coppeIltx,gOv
Mr. George Marshall - City of Coppell via Email: gmarshallAcoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a)tiseopaving.com
GEE Consultants. Inc. TBPE Firm: F-3212
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.