Valley R Baptist 2-LR030331CONCRETE COMPRESSIVE STRENGTH TEST t�
Report Number: 94021265.0126 lrerracon
Service Date: Januar 1, 2003 asoi C a rp ent e r T T 7 P wy, Ste #100
ry Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: March 31, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Number: 94021265
Specified Strength: 4000 psi @ 28 Days
Batch Time: 1:31pm Plant:7
Supplier: LMC
Truck No 959 Ticket No: 7123256
Mix I.D. No.: 856
Field Test Data
Sample Information
Sample Time: 1:45pm Date Cast: January 31, 2003
Technician: Christopher W. Eubanks
Weather Conditions: Sunny
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: Top half of N.9 to J on 6.8 thru 9.8 line
Placement Location: Retaining walls- N.9 to J line @ 3.3 thru 6.2
& N.9 to J Line @ 6.8 thru 9.8 Line
Test
Result
Specification
Test Method
Slump, inches:
5.25
3 -5
ASTM C -143
Air Content, %:
2.3
N/A
ASTM C -231
Concrete Temperature,° F:
655
ASTM C1064
Ambient Temperature, 0 F:
68
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
No. ID (inches)
( sq. inches
Tested
(days) (lbs)
(psi)
1 1 6.00
28.27
02/07/2003
7 131,690
4,660
1 2 6.00
28.27
02/07/2003
7 133,040
4,700
Average
4,680
1 3 6.00
28.27
02/28/2003
28 173,790
6,150
1 4 6.00
28.27
02/28/2003
28 175,620
6,210
Average
6,180
1 5 6.00
28.27
03/28/2003
56 188,320
6,660
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: Christopher W. Eubanks
Report Distribution: HBC/Terracon
(1) City of Coppell - Bldg Insp (1) City of Coppell - Constr Insp jj\ i
(1) HKS Inc (1) Valley Ranch Baptist Church Reviewed by 7iq
(1) Rogers O'Brien Construction Co
(1) Brockette Davis Drake Hussein H. jest a P.E.
Senior Project Ma
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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