Valley R Baptist 2-LR030117CONCRETE COMPRESSIVE STRENGTH TEST lferrrrrrr� C on
Report Number: 94021265.0076 8901 Carpenter Frwy, Ste #100
Service Date: December 19, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 17, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 2:00pm Plant: 7
Supplier: LMC
Truck No: 938 Ticket No: 7122367
Mix I.D. No.: 853
Project Number: 94021265
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, %:
ID
Concrete Temperature,° F:
66
Ambient Temperature, ° F:
62
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
Sample Information
Sample Time: 2:10pm Date Cast: December 19, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers 283, 290 & 299
Placement Location: Piers
Specification Test Method
3 -5 ASTM C -143
ASTM C1064
ASTM C -1064
Average 4,310
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) HKS Inc (1) City of Copped - Constr Insp
(1) Rogers- O'Brien Construction Co. (1) Valley Ranch Baptist Church Reviewed by
(1) Brockette Davis Drake H ein H. Abusaad, P.E.
(1) City or Capped - Bldg Insp Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest 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. a , „ ate. k , v
Page 1 of 1
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(Psi)
12/26/2002
7
88,480
3,130
12/26/2002
7
92,150
3,260
Average
3,200
01/16/2003
28
123,530
4,370
01/16/2003
28
120,100
4,250
Average 4,310
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Report Distribution: HBC/Terracon
(1) HKS Inc (1) City of Copped - Constr Insp
(1) Rogers- O'Brien Construction Co. (1) Valley Ranch Baptist Church Reviewed by
(1) Brockette Davis Drake H ein H. Abusaad, P.E.
(1) City or Capped - Bldg Insp Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT lest 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. a , „ ate. k , v
Page 1 of 1