ST0301C- LR160411-INICAL ENGINEERING
IVIRONMENTAL CONSULTING
• CONSTRUCTION MATERIALS TESTING
GEE Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 +
Fax (214) 352-6972
Report Date: April 11, 2016 Date Concrete Placed: March 14, 2016 Standard 6"x12" Cylinders
Client: City Of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 74
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: TX1 Operations, LP/ 141
Location of Placement: Paving at Bethel Rd.
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 8274
Time Sample Batched:
9:10 AM
Cement: 6 Sack
Time Sampled:
9:52 AM
Remarks
Sample Location:
E. Bound of Bethel Rd., 20' W.
Fly Ash:
3/17/16
from Bethel Rd. and Hearthstone
Coarse Aggregate:
Ln. Intersection
Intermediate Aggregate:
Truck / Ticket No:
0000/3221061
120,300
Temperature:
Fine Aggregate:
Ambient Range:
70 OF
Admixtures:
Concrete Range:
75 OF
I'
Slump Range (inches):
3.0
28
Weather Conditions:
Cloudy
2
Time Started:
8:00 AM
Added Water: 0 Gal
Time Completed:
11:30 AM
Sample Air Content (%):
6.0
Total Cubic Yards Placed:
6.0
Test Methods Utilized
Require Stren h Lbs./s .in.):
3,600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 319
3
3/17/16
112,040
3,960
BCR 320
8
3/22/16
120,300
4,260
BCR 321
3.0
28
4/11/16
149,980
5,310
BCR 322
28
4/11/16
149,240
5,280
BCR 323
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: YS
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Roden (coppeiltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunasna coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall@,coppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(iUiseopaving com
TBPE
F-321.2
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.