Valley R Plaza 2B-LR030821,CONCRETE COMPRESSIVE STRENGTH TEST FW
Report Number: 94031170.0059 lferracon
Service Date; July 23, 2003 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Phase II BLMA Limited Report Date: August 21, 2003
Attn: Tad Weatherford Project: Valley Ranch Plaza Phase II
5950 Berkshire Ln Ste 410 817 South MacArthur Blvd
Dallas TX 75225 Coppell, TX
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 12:18pm Plant: 13
Supplier: Redi -Mix
Truck No: 235 Ticket No: 13615899
Mix I.D. No.: 340Ll501
Water Added Onsite Before Test: 10 Gallons
Field Test Data
Test
Result
Slump, inches:
5,50
Air Content, %:
4,2
Concrete Temperature,O F:
97
Ambient Temperature, 0 F:
92
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Set
Specimen
Diameter
Area
No:
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie A. Elrod
Report Distribution: e a n
(1) Phase II BLMA Limited
(1) City of Coppell Tx Reviewed by:
(1) City or Coppell Tx E J. Cleveland, P.E.
(1) Mycon General Contractors
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.
eject Number: 94031170
Samnle Information
Sample Time: 1:20pm Date Cast: July 23, 2003
Technician: Eddie A. Elrod
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: City sidewalks
(see attached sketch)
Specification Test Method
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1064
Page 1 of 1 11.4- 1O1 ,.—.,
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
07/30/2003
7
109,220
3,860
07/30/2003
7
107,210
3,790
Average
3,830
08/20/2003
28
138,960
4,910
08/20/2003
28
138,870
4,910
Average
4,910
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eddie A. Elrod
Report Distribution: e a n
(1) Phase II BLMA Limited
(1) City of Coppell Tx Reviewed by:
(1) City or Coppell Tx E J. Cleveland, P.E.
(1) Mycon General Contractors
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.
eject Number: 94031170
Samnle Information
Sample Time: 1:20pm Date Cast: July 23, 2003
Technician: Eddie A. Elrod
Weather Conditions: Partly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: City sidewalks
(see attached sketch)
Specification Test Method
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1064
Page 1 of 1 11.4- 1O1 ,.—.,
Ire M C
PROJECT:
Page of
JOB NO. 9� o 3// 6 6J `(fate __ —Comp. By CHECKED BY:
Form 112 -5 -83