ST0301C- LR160219INICAL ENGINEERING
VIRONMENTAL CONSULTING
9 CONSTRUCTION MATERIALS TESTING
.lL —
GEE Consultants, Inc.
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433 0 Fax (214) 352-6972
Report Date: February 19, 2016 Date Concrete Placed: January 22, 2016 Standard 6"xl2" Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 63
Contractor: Iron Concrete Construction Project No.: 215-140
Concrete Supplier and Plant: Argos 111
Location of Placement: Inlet at 26+70.97
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number: DIOOOI083PPU
Time Sample Batched:
8:15 AM
Cement:
Time Sampled:
9:15 AM
Remarks
Sample Location:
Inlet at 26+70.97
Fly Ash:
Truck / Ticket No:
0/1762694
Coarse Aggregate:
Temperature:
BCR 288
Intermediate Aggregate:
Ambient Range:
39 OF
Fine Aggregate:
Concrete Range:
52 OF
Slump Range (inches):
3.0
Admixtures:
Weather Conditions:
Clear
I
Time Started:
6:30 AM
2
Time Completed:
11:00 AM
5,810+
Sample Air Content (%):
3.5
Added Water: 0 Gal
Total Cubic Yards Placed:
8.0
I
Required Strength (Lbs./sq-in.):
4,000
Specimen
Number
Measured
Slump (in.)
Age
(Days)
Date
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.1n.)
Remarks
BCR 287
7
1/29/16
129,820
4,590
Concrete arrival scheduled for
BCR 288
28
2/19/16
163,200+
5,770+
7:30 AM. Did not arrive until
3.0
8:45 AM
BCR 289
28
2/19/16
164,360+
5,810+
BCR 290
H
I H
I
Test Methods Utilized
Fracture Regular
Cylinders Made By: HP
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
Remarks and/or Distribution:
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell((_�coppelltx-gov
Mr. Michelle Matunas - City of Coppell via Email: mrnatunasQ,)copveIltx._goy
Mr. George Marshall - City of Coppell via Email: wnarshall@cot)Mlltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill&tiseopaving.com
: F-3212
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.