ST0301C- LR151125 (3)G1 * GEOTECHNICAL ENGINEERING
E I* ENVIRONMENTAL CONSULTING
E I* CONSTRUCTION MATERIALS TESTING
10046 Monroe Drive Dallas, Texas 75229 0 (214) 352-5433 0 Fax (214) 352-6972
i'l 51 e -W, ,
Report Date: November 19, 2015 Date Concrete Placed: November 9, 2015 Standard 6"x12" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 35
Contractor: Iowa Bridge & Culvert Lc. Project No.: 215-140
Concrete Supplier and Plant: LMC 952
Location of Placement: Rail Wall, E. Side of Box Culvert
MATERIALS Source / SSD Batch Wts. OBSERVATION DATADescription (Lbs/CuYd)
Mix Number: 1701 Time Sample Batched: 8:22 AM
Cement: Time Sampled: 9:25 AM
Remarks
Sample Location: Rail Wall at 10' N. of S. End
Fly Ash: Truck / Ticket No: 1417/62988894
Coarse Aggregate: Temperature:
BCR 162
Intermediate Aggregate: Ambient Range: 57 OF
Fine Aggregate:
Concrete Range: 73 OF
BCR 163
Slump Range (inches): 4.75
Admixtures: Weather Conditions: Cloudy
I Time Started: 7:15 AM
2 Time Completed: 12:15 PM
Sample Air Content (%): 4.25
Added Water: 10 Gallons Total Cubic Yards Placed: 9.0
Required Strength (Lbs./sq.in.): 3,600
Specimen
Number
Measured
Slump (in.)
Age
Days)
Date
Tested
Total Load
Lbs.)
Compressive Strength
Lbs./Sq.1n.)
Remarks
BCR 161 3 11/12/15 126,280 4,470
BCR 162 7 11/16/15 131,200 4,640
BCR 163 4.75 28 12/7/15
BCR 164 28 12/7/15
BCR 165 H H
Test Methods Utilized Fracture Regular
Cylinders Made By: RBIASTMC-31, C-39, C-143 Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(ikoppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: minatunas(a),coppelitx-gov
Mr. George Marshall - City of Coppell via Email: gmarshalI(&,coPNlItx.gov
Mr. Robert Caudill - Tiseo, Paving via Email: rcaudill(a)tiseoriaving.corn
Inc. TBPE Firm: F-3212 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.