Valley R Baptist 2-LR020822CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0016 rvclrrralnr
Dail Carpenter Frwy., Suite #100
Service Date: August 14, 2002
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 22, 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: 2:30pm Plant: 29
Supplier: Hanson
Truck No: 1089 Ticket No: 236787
Mix I.D. No.: 9375
Field Test Data
Test
Result
Slump, inches:
4.00
Air Content, %:
4.6
Concrete Temperature,° F:
97
Ambient Temperature, ° F:
83
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
1 3
1 4
09/11/2002 28
09/11/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Burl E. Thomas
Report Distribution: HBC Engineering
(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 _t4a _
(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 1 of 1 ° " """ i01 """'°
Sample Information
Sample Time: 3:45pm Date Cast: August 14, 2002
Technician: Burl E. Thomas
Weather Conditions: Rain
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Walls of W inlet
Placement Location: Inlets to Grapevine Creek
Specification Test Method
3 -5 ASTM C -143
4 -6 ASTM C -231
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(Ibs)
(psi)
08/21/2002
7
133,200
4,710
08/21/2002
7
133,070
4,710
Average
4,710
09/11/2002 28
09/11/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Burl E. Thomas
Report Distribution: HBC Engineering
(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 _t4a _
(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 1 of 1 ° " """ i01 """'°
Sample Information
Sample Time: 3:45pm Date Cast: August 14, 2002
Technician: Burl E. Thomas
Weather Conditions: Rain
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Walls of W inlet
Placement Location: Inlets to Grapevine Creek
Specification Test Method
3 -5 ASTM C -143
4 -6 ASTM C -231
ASTM C1064
ASTM C -1064
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0010
Service Date: August 13, 2002
HlvctxfLRI u
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 22, 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: 3:13am Plant: 3
Supplier: LMC
Truck No: 1049 Ticket No: 3149346
Mix I.D. No.: 840
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, %:
5.0
Concrete Temperature,° F:
88
Ambient Temperature, 0 F:
80
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
1 3
1 4
09/10/2002 28
09110/2002 28
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.
Sample Information
Sample Time: 4:15am Date Cast: August 13, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 70
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement
(See attached sketch)
Specification
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
08/20/2002
7 113,880
4,030
08/20/2002
7 109,210
3,860
Average
3,950
Page i of 4 01 LLW ° K"
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0010 r:vrrzatrx
August 13, 2002 Dallas, Carpenter FrNy., Suite #100
Service Date: Au
9 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: August 22, 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: 4:05am Plant: 3
Supplier: LMC
Truck No: 830 Ticket No: 3149355
Mix I.D. No.: 840
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
5.7
88
79
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
Date
Tested
08/20/2002
08/20/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Test
Load
Strength
(days)
(lbs)
(Psi)
7
101,520
3,590
7
97,450
3,450
Average
09/10/2002 28
09/10/2002 28
3,520
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.
Sample Information
Sample Time: 4:50am Date Cast:August 13, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 160
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Specification
Page 2 of 4 o, . "w""°$,, ekey
CONCRETE COMPRESSIVE STRENGTH TEST �
Report Number: 94021265.0010 ENGINH uNG
Service Date: August 13, 2002 8901 Carpenter Frwy., Suite #100
g Dallas, Texas 75247
(214) 630.1010
Client: Valley Ranch Baptist Church Report Date: August 22, 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: 4:49am Plant: 3
Supplier: LMC
Truck No: 1046 Ticket No: 3149363
Mix I.D. No.: 840
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
3
1
6.00
28.27
3
2
6.00
28.27
3 3
3 4
09/10/2002 28
09/10/2002 28
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.
Sample Information
Sample Time: 5:40am Date Cast: August 13, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 240
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Specification
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum
Compressive
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
08/20/2002
7 98,400
3,480
08/20/2002
7 102,700
3,630
Average
3,560
Result
5.00
5.5
86
Page 3 of 4
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, ° F
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification
5.25
4.9
85
78
Set
Specimen
Diameter
CONCRETE COMPRESSIVE STRENGTH TEST
No.
... _fl
Report Number: 94021265.0010
ENGINEERING
4
Carpenter Frwy., Suite #100
August 13, 2002
Service Date: Au 9
Dallas,
Dallas, Texas 75247
4
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: August 22, 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: 94 0 2 1265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 7:05am Date Cast:August 13, 2002
Technician: Marvin R. Arandia
Batch Time: 6:17am Plant: 3
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 320
Truck No: 1106 Ticket No: 3149371
Placement Method: Direct Discharge
Mix I.D. No.: 840
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, ° F
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification
5.25
4.9
85
78
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
4
1
6.00
28.27
4
2
6.00
28.27
4 3
4 4
Date
Tested
08/20/2002
08/20/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Test
Load
Strenggth
(days)
(lbs)
(Ps9
7
94,370
3,340
7
93,560
3,310
Average 3,330
09/10/2002 28
09/10/2002 28
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 Engineering
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp r Q
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. jest a 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 4 of 4
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