Valley R Baptist 2-LR030110CONCRETE COMPRESSIVE STRENGTH TEST
Irerracon
Report Number: 94021265.0084 8901 Carpenter Frwy, Ste #100
Service Date: January 3, 2003 Dallas, Texas 75247
(214) 630 -1010
January 10, 2003
Client: Valley Ranch Baptist Church Report Date: Project: Valley Ranch Baptist Church
A Robert B
1501 East Belt Line Road op
C East Belt Line Rd
Coppell TX 75019 oppell, TX
Project Number: 94021265
Material Information Sample Information
Specified Strength: 4000 psi @ 28 Days Sample Time: 2:15pm Date Cast: January 3, 2003
Technician: Christopher D. Harbour
Batch Time: 1:35pm Plant: 3 Weather Conditions:
Supplier: LMC Accumulative Yards: 30
Truck No: 821 Ticket No: 3154322 Placement Method:
Mix I.D. No.: 855 Sample Locations: See placement location
Placement Location: Middle of grade beam for the retaining wall
Sample location: Grade beam @ column
line H along with grade beam for retaining
wall at walk through fromSanctuary to
Fellowship Hall
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,C) F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.25
1.9
62
59
Specification Test Method
3 -5 ASTM C -143
N/A ASTM C -231
ASTM C1064
ASTM C -1064
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1 3
1 4
Age at Maximum Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
01/10/2003
7 102,620
3,630
01/10/2003
7 102,080
3,610
Average
3,620
01/31/2003 28
01/31/2003 28
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. QIuL m01 r"' K„
Page 1 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Client: Valley Ranch Baptist Church
lferrrrrrr cr on
Project Number:94021265
Report Number: 94021265.0084
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Christopher D. Harbour
Report Distribution:
HBCSacon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
Reviewed by
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp
Hussein H. Abusaad, P.E.
(1) HKS Inc
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. MR01 r ,,,,, „
Page 2 of 2 °'" - ` `"
REPORT OF DRILLED BELLED PIER OBSERVATION Item con
Report Number: 94021265.0075 8901 Carpenter Frwy, Ste #100
Service Date: December 19, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 10, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road
Coppell TX 75019
Services: Drilled belled pier observation
1501 East Belt Line Rd
Coppell, TX
Project Number: 94021265
On this date, a HBC/Terracon technician arrived at the above referenced jobsite as scheduled for
drilled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Terry L. Smith
Report Distribution: HBC /Terracon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp Reviewed by
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp Hussein H. Abusaad, P.E.
(1) HKS Inc 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.
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