ST0301C- LR151106G1 • GEOTECHNICAL ENGINEERING
E • ENVIRONMENTAL CONSULTING GEE
• CONSTRUCTION MATERIALS TESTING
Consultants, Inc.
10046 Monroe Drive • Dallas, Texas 75229 • (214) 352-5433 • Fax (214) 352-6972
Report Date: November 6, 2015 Date Concrete Placed:
Client: City of Coppell
Project: Bethel & Coppell Road
Contractor: Iowa Bridge & Culvert Lc.
Concrete Supplier and Plant: LMC 956
Location of Placement: Coppell Rd. Box Culvert Top Slab at E. Side
November 3, 2015 Standard 6"xl2° Cylinders
Cylinder Cross-sectional Area: 28.27 Square Inches
Concrete Report No.: 35
Project No.: 215-140
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: 1701
Time Sample Batched:
10:00 AM
Cement:
Time Sampled:
10:53 AM
Remarks
Sample Location:
10'N. from S. End of Slab
Fl Ash:
Y
Truck / Ticket No:
7003/63096474
Coarse Aggregate:
Temperature:
BCR 162
Intermediate Aggregate:
Ambient Range:
68 OF
Concrete Range:
75 OF
Fine Aggregate:
Slump Range (inches):
3.25
Admixtures:
Weather Conditions:
Cloudy
I
Time Started:
8:15 AM
2
Time Completed:
1:30 PM
Sample Air Content (%):
3.75
Added Water: 10 Gallons
Total Cubic Yards Placed:
19.0
Reauired Strenath (Lbs./sp.in.):
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 161
3
11/6/15
125,140
4,430
BCR 162
7
11/10/15
BCR 163
3.25
28
12/1/15
BCR 164
28
12/1/15
BCR 165
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: RodelI64coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas(a,coppeiltx.l;ov
Mr. George Marshall - City of Coppell via Email: gtnarshalI coypelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudiil(a7tiseopaving.eom
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 quantifies of apparently identical or similar products.