Valley R Baptist 2-LR020912CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0016
Service Date: August 14, 2002
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8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: September 12 002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
Plastic Unit Weight, pcf:
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 3:45pm Date Cast:August 14, 2002
7 133,200
Technician: Burl E. Thomas
Batch Time: 2:30pm Plant: 29
Weather Conditions: Rain
Supplier: Hanson
Accumulative Yards: 10
Truck No: 1089 Ticket No: 236787
Placement Method: Direct Discharge
Mix I.D. No.: 9375
Sample Locations: Walls of W inlet
Placement Location: Inlets to Grapevine Creek
Field Test D ata
Test
Result
Slump, inches:
4.00
Air Content, %:
4.6
Concrete Temperature,o F:
97
Ambient Temperature, a F:
83
Plastic Unit Weight, pcf:
Laboratory Test Data
1 6.00
Specification Test Method
3 -5 ASTM C -143
4 -6 ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Set
Specimen Diameter
Area
Date
Tested
Test Load
(days) (Ibs)
Strength
(psi)
No.
ID (inches) ( sq.
inches
1
1 6.00
28.27
08/21/2002
7 133,200
4,710
1
2 6.00
28.27
08/21/2002
7 133,070
4,710
Average
4,710
1
3 6.00
28.27
09/11/2002
28 151,570
5,360
1
4 6.00
28.27
09/11/2002
28 158,840
5,620
Average
5,490
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: HBCeering
(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 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. ,'L..,.r —kw
Page 1 of 1 o
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0010
Service Date: August 13, 2002
8901 Carpenter 8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: September 12, 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: 4000 psi @ 28 Days
Sample Time: 4:15am Date Cast: August 13, 2002
7 113,880
Technician: Marvin R. Arandia
Batch Time: 3:13am Plant: 3
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 70
Truck No: 1049 Ticket No: 3149346
Placement Method: Direct Discharge
Mix I.D. No.: 840
Sample Locations: See placement location
Placement Location: Pavement
Average
(See attached sketch)
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00
Air Content, %: 5.0
Concrete Temperature, F: 88
Ambient Temperature, ° F: 80
Plastic Unit Weight, pcf:
Laboratory Test Data
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Set
Specimen Diameter
Area
Date
Tested
Test Load
(days) (lbs)
Strength
(psi)
No.
ID (inches) ( sq.
inches
1
1 6.00
28.27
08/20/2002
7 113,880
4,030
1
2 6.00
28.27
08/20/2002
7 109,210
3,860
Average
3,950
1
3 6.00
28.27
09/10/2002
28 139,350
4,930
1
4 6.00
28.27
09/10/2002
28 139,140
4,920
Average
4,930
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 4
CONCRETE COMPRESSIVE STRENGTH TEST "
Report Number: 94021265.0010 ENGIMEOUPC
8901 Carpenter Frwy., Suite #100
Service Date: August 13, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: September 12, 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
Result
Slump, inches:
5.00
Air Content, %:
5.7
Concrete Temperature, ° F:
88
Ambient Temperature, ° F:
79
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
6.00
28.27
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 Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Date
Tested
Test
(days)
Load
(lbs)
Strength
(psi)
08/20/2002
7
101,520
3,590,
08/20/2002
7
97,450
3,450
Average
3,520
09/10/2002
28
125,700
4,450
2 4 6.00 28.27 09/10/2002 28 125,770 4,450
Average 4,450
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. o ,
Page 2 of 4 . "wmo ... m�x.v
CONCRETE COMPRESSIVE STRENGTH TEST
a
Report Number: 94021265.0010 8901 carpenter c a r n
peenter Frny., Suite #100
Service Date: August 13, 2002 Dallas, Texas 75247
(214) 630 -1010
Report Date: September 12, 2002
Client: Valley Ranch Baptist Church
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
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 5:40am Date Cast:August
13, 2002
Technician: Marvin R. Arandia
Batch Time: 4:49am Plant:
3
Weather Conditions: Clear
Supplier: LMC
Accumulative Yards: 240
Truck No: 1046
Ticket No:
3149363 Placement Method: Direct Discharge
Mix I.D. No.: 840
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Specification Test Method
Slump, inches:
5.00
ASTM C -143
Air Content, %:
5.5
ASTM C -231
Concrete Temperature,° F:
86
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
(days) (lbs)
Strength
(Psi)
No. ID (inches) ( sq. inches
Tested
3 1 6.00
28.27
08/20/2002 7 98,400
3,480
3 2 6.00
28.27
08/20/2002 7 102,700
3,630
Average
3,560
3 3 6.00
28.27
09/10/2002 28 123,290
4,360
3 4 6.00
28.27
09/10/2002 28 119,520
4,230
Average 4,300
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 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
5.25
4.9
85
78
Specification
Date
Tested
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Set
Specimen
CONCRETE COMPRESSIVE STRENGTH TEST
o llf rram+
Report Number: 94021265.0010
un Ham: x
6901 Carpenter Frwy., Suite #100
Service Date: August 13, 2002
Dallas, Texas 75247
(214) 630 -1010
4
Report Date: September 12, 2002
Client: Valley Ranch Baptist Church
Project: Valley Ranch Baptist Church
Attn: Robert Feille
1501 East Belt Line Rd
1501 East Belt Line Road
Coppell, TX
Coppell TX 75019
Project Number: 94021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 7:05am Date Cast: August 13, 2002
6.00
Technician: Marvin R. Arandia
Batch Time: 6:17am Plant: 3
Weather Conditions: Clear
Accumulative Yards: 320
Supplier: LMC
1106 Ticket No: 3149371
Placement Method: Direct Discharge
Truck No:
Sample Locations: See page 1
Mix I.D. No.: 840
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
5.25
4.9
85
78
Specification
Date
Tested
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
4
1
6.00
28.27
4
2
6.00
28.27
4
3
6.00
28.27
4
4
6.00
28.27
08/20/2002
08/20/2002
09/10/2002
09/10/2002
* Does not comply with specified strength.
Age at Maximum Compressive
Test Load
Strength
(days) (lbs)
(psi)
7 94,370
3,340
7 93,560
3,310
Average
3,330
28 108,870
3,850"
28 113,640
4,020
Average
3,940
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin R. Arandia
HBC Engineering
Report Distribution:
(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 H sein 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 4 of 4
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