Valley R Baptist 2-LR021203.REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021265.0033
Service Date: November 20, 2002
lrerr acon
8901 Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 03, 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
Services: Drilled belled pier observation.
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) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brocketle Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. Abusaad, 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
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_CONCRETE COMPRESSIVE STRENGTH TEST FDQ
Report Number: 94021265.0047 lferracon
Service Date: November 26, 2002 8901 carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 03, 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: 4000 psi @ 28 Days
Batch Time: 8:07am Plant: 7
Supplier: LMC
Truck No: 1042 Ticket No: 7121975
Mix I.D. No.: 866
Field Test Data
Sample Information
Sample Time: 8:50am Date Cast: November 26, 2002
Technician: Marvin R. Arandia
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement- See attached sketch
Test
Result
Specification
Test Method
Slump, inches:
5.50
3 -5
ASTM C -143
Air Content, %:
2.5
4.5 -7.5
ASTM C -231
Concrete Temperature,O F:
57
ASTM C1064
Ambient Temperature, ° F:
42
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
12/03/2002
7 122,300
4,320
1 2 6.00
28.27
12/03/2002
7 121,630
4,300
Average
4,310
1 3
12/24/2002
28
1 4
12/24/2002
28
1 5
01/21/2003
56
- Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
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 oft o, «w�a *r�•�•v
CONCRETE COMPRESSIVE STRENGTH TEST FDQ
Report Number: 94021265.0047 lferracon
Service Date: November 26, 2002 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Proiect Number: 94021265
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:17am Plant: 7
Supplier: LMC
Truck No: 959 Ticket No: 7121986
Mix I.D. No.: 866
Sample Information
Sample Time: 11:30am Date Cast: November 26, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
6.00
3 -5
ASTM C -143
Air Content, %:
4.0
4.5 -7.5
ASTM C -231
Concrete Temperature, 0 F:
60
ASTM C1064
Ambient Temperature, ° F:
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)
(Psl)
2 1 6.00
28.27
12/03/2002
7 111,590
3,950
2 2 6.00
28.27
12/03/2002
7 121,990
4,310
Average
4,130
2 3
12/24/2002
28
2 4
12/24/2002
28
2 5
,r71IP�i1f'T4rk =•Y;
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin R. Arandia
Report Distribution: HBC/T.erracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp 412L (1) Brochette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(i) Valley Ranch Baptist Church
Hussein H. Abusaad, 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 2 of 2 ^��w,�o,.F�,,...•.
1 t'erracon
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