ST0301C- LR160302* GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE Consultants, Inc.
0 CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive 0 Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
Report Date: March 2, 2016 Date Concrete Placed: February 2, 2016 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 29.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 65
Contractor: Iron Concrete Construction Project No.: 215-140
Concrete Supplier and Plant: Argos #110
Location of Placement: Inlet at Bethel Rd.
MATERIALS Source / SSD Batch vats. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: DIOOOI083PPU
Time Sample Batched:
11:45 AM
Cement:
Time Sampled:
12:25 PM
Remarks
Sample Location:
Inlet at Station 28+96.54, at SE.
Fly Ash:
2/9/16
Corner of Bethel and Hearthstone
Coarse Aggregate:
*Concrete truck arrived I hr late
Ln.
Intermediate Aggregate:
Truck / Ticket No:
0/1771010
129,660
Temperature:
than scheduled time
Fine Aggregate:
Ambient Range:
64 OF
Admixtures:
Concrete Range:
70 OF
I
Slump Range (inches):
5.5
H
Weather Conditions:
Clear
2
Time Started:
10:00 AM
Added Water: 0 Gal
Time Completed:
2:00 PM
(Unless Noted Otherwise)
Sample Air Content (%):
3.2
Total Cubic Yards Placed:
8.0
Re uired Strength (Lbs./sci.in.):
4,200
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 295
7
2/9/16
98,040
3,470
*Concrete truck arrived I hr late
BCR 296
28
3/1/16
129,660
4,590
than scheduled time
BCR 297
5.5
28
3/1/16
127,040
4,490
BCR 298
H
H
I
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: RodcIKDcoT)1NIItx-JZo
Mr. Michelle Matunas - City of Coppell via Email: trurtatunaskq2=11-1190—v
Mr. George Marshall - City of Coppell via Email: gmarshallAcggpelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudillt,&.tiseo aving.com
GEE Consultants, Inc. TBPE Firm: F-3212 Reviewed by:
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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.