Town Center BP-LR010607CONCRETE COMPRESSIVE STRENGTH TEST v ° ° "�'�'
EKINEERINn, ad-
8901 Carpenter Frwy., suite #100
Report Number: 94001422.0014 Dallas, Texas 75247
Service Date: May 8, 2001 (214) 530 -1010
Client: Excel Group, Inc. Report Date: June 07, 2001
Attn: Bryan Peck Project: Town Center Business Park
2639 Walnut Hill Ln
Dallas TX 75229
Material Information
#218 205 East Parkway Blvd
Coppell, Texas
Proiect Number: 94001422
Specified Strength: 3000 psi @ 28 Days
Batch Time:
10:28am
Supplier:
Redi -Mix
Truck No:
105
Mix I.D. No.:
914
Field Test Data
Test
Plant: 91
Sample Information
Sample Time: 10:58am Date Cast: May 8, 2001
Technician: Barry Cuble
Weather Conditions: Sunny, mild
Accumulative Yards: 30
Ticket No: 138203 Placement Method: Direct discharge
Sample Locations: 15' E of W, 25' N of S curb
Placement Location: Paving: North parking
Result Specification Test Method
Slump, inches:
6.50
3 -5
ASTM C -143
Air Content, %:
3.8
3 -5
ASTM C -172
Concrete Temperature, F:
79
ASTM C -39
Ambient Temperature, o F:
64
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Maximum
Compressive
Set Specimen Diameter
Date
Test
Load
Strength
No. ID (inches)
Tested
(days)
(lbs)
(psl)
1 1 6.00
05/15/2001
7
96,630
3,420
1 2 6.00
05/15/2001
7
97,810
3,460
Average
3,440
1 3 6.00
06/05/2001
28
137,070
4,850
1 4 6.00
06/05/2001
28
137,390
4,860
Average 4,860
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Report Distribution: W c.
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
(1) City of Coppell - Bldg Insp Eric J. Cleveland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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