ST0502A- LR150923« GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc,
El • CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive • Dallas, Texas 75229 (214) 352-5433 * Fax (214) 352-6972
Report Date:
October 6, 2015 Date Concrete Placed: September 23, 2015
Standard 6"x12" Cylinders
Client:
City of Coppell
Cylinder Cross-sectional Area: 28.27 Square Inches
Project:
Bethel & Coppell Road
Concrete Report No.: 24
Contractor:
Tesio Paving
3,740
Project No.: 215-140
Concrete Supplier and Plant:
Tiseo Paving
7
9/30/15
Location of Placement:
Pavement Approach
BCR 108
MATERIALS
Source / SSD Batch Wts.
OBSERVATION DATA
Description (Lbs/CuYd)
BCR 109
Mix Number:
2596 MACH\ H
Time Sample Batched:
7:32 AM
Cement:
6 Sack
Time Sampled:
8:40 AM
H
Sample Location:
Approach and Pavement, at STA.
Fl Ash:
Y
Fracture Regular
Cylinders Made By: BT
7+17.07
Coarse Aggregate:
Truck / Ticket No:
*/2849
Intermediate Aggregate:
Temperature:
Ambient Range:
75 of
Fine Aggregate:
Concrete Range:
90 F
Admixtures:
Slump Range (inches):
3.0
1
Weather Conditions:
Clear
2
Time Started:
6:00 AM
Time Completed:
9:30 AM
Added Water:
0 Gallons
Sample Air Content (%):
4.0
Total Cubic Yards Placed:
32
Rennirert gtrenoth (T.hsJcn in
4.000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 106
3
9/26/15
105,680
3,740
BCR 107
7
9/30/15
106,860
3,780
BCR 108
3.0
28
10/21/15
BCR 109
28
10/21/15
BCR 110
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: BT
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:* Truck number is not available
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(a7,coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a-,coppelltx.gov
Mr. George Marshall - City of Coppell via Email: =arshail@,coyVelltx.aov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillAtiseopaving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed b,
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.