Valley R Baptist 2-LR020826CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0020 ENGINEERING
August 19, 2002 Dail Carpenter F wy., Suite #100
Service Date: Au
g Dallas, Texas 75247
(214) 630.1010
Client: Valley Ranch Baptist Church Report Date: August 26, 2002
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Project Number: 94021265
Material Information
Specified Strength: 4500 psi @ 28 Days
Batch Time: 2:40pm Plant: 29
Supplier: Hanson
Truck No: 1883 Ticket No: 166724
Mix I.D. No.: 9375
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.25
3.9
98
98
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
3
4
09/16/2002 28
09/16/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution: HBC Engineering
(1) Rogers - O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockelte Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church H Senior H. jest aa P.E.
Senior Project Manager
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.
Page 1 of 1
Sample Information
Sample Time: 3:12pm Date Cast: August 19, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 6.50
Placement Method: Direct Discharge
Sample Locations: Head wall SW side of project
Placement Location: Head walls SE & W of project
Specification Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
08/26/2002
7 127,470
4,510
08/26/2002
7 130,240
4,610
Average
4,560
09/16/2002 28
09/16/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution: HBC Engineering
(1) Rogers - O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockelte Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church H Senior H. jest aa P.E.
Senior Project Manager
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.
Page 1 of 1
Sample Information
Sample Time: 3:12pm Date Cast: August 19, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 6.50
Placement Method: Direct Discharge
Sample Locations: Head wall SW side of project
Placement Location: Head walls SE & W of project
Specification Test Method