ST0502A- LR151022G1 • GEOTECHNICAL ENGINEERING
E I • ENVIRONMENTAL CONSULTING
E I • CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 Fax (214) 352-6972
Report Date:
Client:
Project:
Contractor:
Concrete Supplier and Plant:
Location of Placement:
October 22, 2015
City of Coppell
Bethel & Coppell. Road
Tesio Paving
Tiseo Paving
Pavement Approach
Date Concrete Placed: September 23, 2015 Standard 6"x12" Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 24
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 2596 MACH\ H
Time Sample Batched:
Cement: 6 Sack
Time Sampled:
Total Load
(Lbs.)
Sample Location:
Fly Ash:
BCR 106
Coarse Aggregate:
Truck / Ticket No:
Intermediate Aggregate:
Temperature:
Fine Aggregate:
Ambient Range:
BCR 107
Concrete Range:
Admixtures:
Slump Range (inches):
1
Weather Conditions:
2
Time Started:
3.0
Time Completed:
Added Water: 0 Gallons
Sample Air Content (%):
4,660
Total Cubic Yards Placed:
BCR 109
Required Stren-eth (Lbs./sci.in.):
7:32 AM
8:40 AM
Approach and Pavement, at STA.
7+17.07
*/2849
75 OF
90 OF
3.0
Clear
6:00 AM
9:30 AM
4.0
32
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
131,680
4,660
BCR 109
28
10/21/15
120,840
4,270
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: Roden a coppelltx.>rov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(dcoppelltx.gov
Mr. George Marshall - City of Coppell via Email: arrtarshall(i�,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(a,tiseopaving.com
TRPS Firm:
Reviewed
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.