ST0301C- LR160406 (2)-INICAL ENGINEERING
IVIRONMENTAL CONSULTING
o CONSTRUCTION MATERIALS TESTING
GEE Consultants,
10046 Monroe Drive Dallas, Texas 75229 (214) 352-5433
Fax (214) 352-6972
Report Date: April 6, 2016 Date Concrete Placed: March 29, 2016 Standard 6"x12° Cylinders
Client: City of Coppell Cylinder Cross-sectional Area: 28.27 Square Inches
Project: Bethel & Coppell Road Concrete Report No.: 79
Contractor: Axis Contracting Project No.: 215-140
Concrete Supplier and Plant: Martin Marietta/141
Location of Placement: Sidewalk at South Side Between Mitchell Street and Hearthstone Lane
MATERIALS Source / SSD Batch Wts. OBSERVATION DATA
Description (Lbs/CuYd)
Mix Number:
Cement:
Fly Asti:
Coarse Aggregate:
Intermediate Aggregate:
Fine Aggregate:
Admixtures:
2
Added Water:
8272
5.0 Sack
0 Gal
Time Sample Batched:
Time Sampled:
Sample Location:
Truck / Ticket No:
Temperature:
Ambient Range:
Concrete Range:
Slump Range (inches):
Weather Conditions:
Time Started:
Time Completed:
Sample Air Content (%):
Total Cubic Yards Placed:
Remtired Strensrth 11.hs_/sn_in_L•
9:55 AM
10:30 AM
Sidewalk at South Side, 40` E of
Mitchell Street
01/3255813
63 OF
70 OF
6.0
Cloudy
8:30 AM
4:00 PM
3.8
10.0
3.600
Specimen
Number
Measured
Slump (in.)
Age
(Days)
hate
Tested
Total Load
(Lbs.)
Compressive Strength
(Lbs./Sq.In.)
Remarks
BCR 340
7
4/5/16
78,400
2,770
BCR 341
28
4/26/16
BCR 342
6.0
28
4/26/16
SCR 343
H
H
Test Methods Utilized
Fracture Regular
Cylinders Made By: RB
ASTM C-31, C-39, C-143
(Unless Noted Otherwise)
cc: Mr. Rick Odell - City of Coppell via E-mail: Rodell(cr�coppelltx.gov
Mr. Michelle Matunas - City of Coppell via Email: mmatunas,coppelltx.gov
Mr. George Marshall - City of Coppell via Email: gmarshall(c,eoppelltx.gov
Mr. Robert Caudill - Tiseo Paving via Email: rcaudill(atiseopaving.com
GEE Consultants, 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 GEL 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.