Valley R Baptist 2-LR021202CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0037 1rerracon
Service Date: November 21, 2002 Dall Carpenter F wy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December 02, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
1
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 7:26am Date Cast: November 21, 2002
28.27
Technician: Terry L. Smith
Batch Time: 6:51 am Plant: 7
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 30
Truck No: 938 Ticket No:
7121821 Placement Method: Truck
Mix I.D. No.: 866
Sample Locations: 40' S from curve (Driveway)
Placement Location: Paving, S side of building
Field Test Data
Test Result Specification Test Method
3 -5
4.5 -7.5
Slump, inches:
4.50
Air Content, %:
5.3
Concrete Temperature,° F:
69
Ambient Temperature, 0 F:
60
Plastic Unit Weight, pcf:
1
Laboratory Test Data
28.27
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
Date
Tested
11/28/2002
11/28/2002
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Test Load
Strength
(days) (lbs)
(psi)
7 133,980
4 740
7 136,400
Average
12/19/2002 28
12/19/2002 28
4,820
4,780
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 °' `. - ".'
CONCRETE COMPRESSIVE STRENGTH TEST FDC
Report Number: 94021265.0037 lrerracon
Service Date: November 21, 2002 6901 carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 02, 2002
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: 8:31 am Plant: 7
Supplier: _MC
Truck No: 956 Ticket No: 7121832
Mix I.D. No.: 866
Sample Information
Sample Time: 9:20am Date Cast: November 21, 2002
Technician: Terry L. Smith
Weather Conditions: Sunny
Accumulative Yards: 130
Placement Method: Truck
Sample Locations: E side of curve
Placement Location: See page 1
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
5.8
4.5 -7.5
ASTM C -231
Concrete Temperature, 0 F:
71
ASTM C1064
Ambient Temperature, ° F:
69
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)
2 1 6.00
28.27
11/28/2002
7 117,620
4,160
2 2 6.00
28.27
11/28/2002
7 116,640
4,120
Average
4,140
2 3
12/19/2002
28
2 4
12/19/2002
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 , /�—�Q _
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by 1 I��� r �T / r
(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 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST FDC
Report Number: 94021265.0036 lferracon
Service Date: November 21, 2002 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 02, 2002
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. 3000 psi @ 28 Days
Batch Time: 2:20pm Plant: 7
Supplier: _MC
Truck No: 938 Ticket No: 7121859
Mix I.D. No.: 853
Field Test Data
Test
Result
Slump, inches:
5.50
Air Content, %:
ID
Concrete Temperature,O F:
71
Ambient Temperature, 0 F:
64
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
3
4
12/19/2002 28
12/19/2002 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.
Sample Information
Sample Time: 2:35pm Date Cast: November 21, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: Piers J.1/6.3, J.1/4.4, J.9/4
Placement Location: Piers
Specification Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Page 1 of 1 o,�1.11 -1 —•k
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/28/2002
7
99,950
3,530
11/28/2002
7
107,710
3,810
Average
3,670
12/19/2002 28
12/19/2002 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.
Sample Information
Sample Time: 2:35pm Date Cast: November 21, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: Piers J.1/6.3, J.1/4.4, J.9/4
Placement Location: Piers
Specification Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Page 1 of 1 o,�1.11 -1 —•k
CONCRETE COMPRESSIVE STRENGTH TEST FDC
Report Number: 94021265.0040 lre'rracan
Service Date: November 22, 2002 8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 02, 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: 3000 psi @ 28 Days
Batch Time: 2:10pm Plant: 7
Supplier: LMC
Truck No: 1042 Ticket No: 7121906
Mix I.D. No.: 853
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, %:
Test
Concrete Temperature, 0 F:
66
Ambient Temperature, 0 F:
63
Plastic Unit Weight, pcf:
(psi)
Laboratory Test Data
7
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
Services - Obtain samples of fresh concrete at the
strength samples.
Technician: Terry L. Smith
12/20/2002 28
12/20/2002 28
locations, perform required field tests and cast compressive
Report Distribution: HBCITerracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp //I �J i
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by f l
(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.
Sample Information
Sample Time: 2:30pm Date Cast: November 22, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method:
Sample Locations: Piers N/9.8, N/3.3, R/4.1
Placement Location: Piers
Specification Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Page 1 of 1 a, �Lw Di r.,w, K.,
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/29/2002
7
95,660
3,380
11/29/2002
7
94,130
3,330
Average
3,360
12/20/2002 28
12/20/2002 28
locations, perform required field tests and cast compressive
Report Distribution: HBCITerracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp //I �J i
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by f l
(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.
Sample Information
Sample Time: 2:30pm Date Cast: November 22, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method:
Sample Locations: Piers N/9.8, N/3.3, R/4.1
Placement Location: Piers
Specification Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Page 1 of 1 a, �Lw Di r.,w, K.,
CONCRETE COMPRESSIVE STRENGTH TEST FDC
Report Number: 94021265.0041 Nerracon
Service Date: November 22, 2002 Dall Carpenter F wy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 02, 2002
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: 8:40am Plant: 7
Supplier: -MC
Truck No: 955 Ticket NO: 7121881
Mix I.D. No.: 866
Sample Information
Sample Time: 9:34am Date Cast: November 22, 2002
Technician: Arthur Tinoco
Weather Conditions: Clear, sunny
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: See page 1
Sample location: From Island #1 S of Island
was 10'S,5'E
Field Test Data
Test
Result
Slump, inches:
6.50
Air Content, %:
4.5
Concrete Temperature, ° F:
64
Ambient Temperature, 0 F:
65
Plastic Unit Weight, pcf:
28.27
Laboratory Test Data
2
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
2
1
6.00
28.27
2
2
6.00
28.27
2 3
2 4
12/20/2002 28
12/20/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arthur Tinoco
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.
Specification Test Method
3 -5 ASTM C -143
4.5 -7.5 ASTM C -231
ASTM C1064
ASTM C -1064
Page 3 of 3 a, rrw,ao,.r— x„
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(Ibs)
(psi)
11/29/2002
7
118,750
4,200
11/29/2002
7
112,670
3,980
Average
4,090
12/20/2002 28
12/20/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arthur Tinoco
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.
Specification Test Method
3 -5 ASTM C -143
4.5 -7.5 ASTM C -231
ASTM C1064
ASTM C -1064
Page 3 of 3 a, rrw,ao,.r— x„
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PROJECT
JOB NO.
Date
1 rerracon
Page of I
By /yam CHECKED BY: �� ^ero
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0041 Nerracon
Service Date: November 22, 2002 Dall Carpenter F wy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
client: Valley Ranch Baptist Church Report Date: December 02, 2002
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: 6:40am Plant: 7
Supplier: LMC
Truck No: 1042 Ticket No: 7121867
Mix I.D. No.: 866
Sample Information
Sample Time: 7:12am Date Cast: November 22, 2002
Technician: Arthur Tinoco
Weather Conditions: Clear
Accumulative Yards: 150
Placement Method: Driect Discharge
Sample Locations: See placement location
Placement Location: Paving at SE of project, parking lot
Sample location: From NW corner of
paving poured, 5'W, 5' S
(See attached sketch)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
4.4
65
43
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
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
12/20/2002 28
12/20/2002 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.
Specification
3 -5
4.5 -7.5
Page 1 of 3 °' ° °"'° °' 1 - 1 . "'°
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/29/2002
7
94,050
3,330
11/29/2002
7
92,160
3,260
Average
3,300
12/20/2002 28
12/20/2002 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.
Specification
3 -5
4.5 -7.5
Page 1 of 3 °' ° °"'° °' 1 - 1 . "'°