Valley R Baptist 2-LR021231CONCRETE COMPRESSIVE STRENGTH TEST (-
lrorracon
Report Number: 94021265.0078
Specification
Service Date: December 20, 2002
carpenter Frwy, Ste #100
Slump, inches:
Dallas, Texas 75247
Dail
3 -5
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 31, 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
Sample Information
Specified Strength: 3000 psi @ 28 Days
Sample Time: 11:00am Date Cast: December 20, 2002
ASTM C -1064
Technician: Terry L. Smith
Batch Time: 11:24am
Weather Conditions:
Supplier: LMC
Accumulative Yards: 10
Truck No: 947 Ticket No:
7122396 Placement Method: Direct Discharge
Mix I.D. No.: 853
Sample Locations: Piers 325 & 330
Placement Location: Piers
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.75
3 -5
ASTM C -143
Air Content, %:
Concrete Temperature,° F:
68
ASTM C1064
Ambient Temperature, 0 F:
65
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
12/27/2002
7 92,600
3,270
1 2 6.00
28.27
12/27/2002
7 88,520
3,130
Average
3,200
1 3
01/17/2003
28
1 4
01/17/2003
28
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) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp
(1) Brockette 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 X111.+, 1 .,
CONCRETE COMPRESSIVE STRENGTH TEST 1rer"r a - " j ' - c On
Report Number: 94021265.0054 8901 Carpenter Frwy, Ste #100
Service Date: December 2, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 31, 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 Numbe 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:02am Plant: 3
Supplier: LMC
Truck No: 1049 Ticket No: 3153619
Mix I.D. No.: 853
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
62
54
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
Average 2,990
1 3 6.00 28.27 12/30/2002 28 119,410 4,220
1 4 6.00 28.27 12/30/2002 28 118,080 4,180
Average 4,200
Services - 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 of 2 °' " """' K ' °
Sample Information
Sample Time: 11:20am Date Cast: December 2, 2002
Technician: Terry L. Smith
Weather Conditions: Clear, mild
Accumulative Yards: 10
Placement Method: Truck Discharge
Sample Locations: Piers F/11, F /10
Placement Location: Piers
Specification Test Method
3 -5 ASTM C -143
ASTM C -1064
ASTM C -1064
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
12/09/2002
7 85,330
3,020
12/09/2002
7 83,800
2,960
Average 2,990
1 3 6.00 28.27 12/30/2002 28 119,410 4,220
1 4 6.00 28.27 12/30/2002 28 118,080 4,180
Average 4,200
Services - 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 of 2 °' " """' K ' °
Sample Information
Sample Time: 11:20am Date Cast: December 2, 2002
Technician: Terry L. Smith
Weather Conditions: Clear, mild
Accumulative Yards: 10
Placement Method: Truck Discharge
Sample Locations: Piers F/11, F /10
Placement Location: Piers
Specification Test Method
3 -5 ASTM C -143
CONCRETE COMPRESSIVE STRENGTH TEST IrC'fOf1
Report Number: 94021265.0054
Dail Carpenter F wy, Ste #100
Service Date: December 2, 2002
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 31, 2002
Attn: Robert Faille 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: 3000 psi @ 28 Days
Batch Time: 5:00pm Plant: 3
Supplier: LMC
Truck No: 947 Ticket No: 7122064
Mix I.D. No.: 853
Sample Information
Sample Time: 5:23pm Date Cast: December 2, 2002
Technician: Terry L. Smith
Weather Conditions: Clear, mild
Accumulative Yards: 10
Placement Method: Truck Discharge
Sample Locations: Piers F/6.5, F.7/7, C/8
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, %:
ID
Concrete Temperature,O F:
64
Ambient Temperature, 0 F:
62
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Specification
3 -5
Test Method
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
2
1
6.00
28.27
2
2
6.00
28.27
ASTM C -143
ASTM C -1064
ASTM C -1064
Average 3,570
2 3 6.00 28.27 12/30/2002 28 137,770 4,870
2 4 6.00 28.27 12/30/2002 28 140,060 4,950
Average 4,910
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: HB /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 Hussein H. Abusaad, P.E.
(1) Valley Ranch Baptist Church
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 °'t`"' " °' -1. - -,
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
12/09/2002
7
102,190
3,610
12/09/2002
7
99,400
3,520
Average 3,570
2 3 6.00 28.27 12/30/2002 28 137,770 4,870
2 4 6.00 28.27 12/30/2002 28 140,060 4,950
Average 4,910
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: HB /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 Hussein H. Abusaad, P.E.
(1) Valley Ranch Baptist Church
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 °'t`"' " °' -1. - -,