Valley R Baptist 2-LR021122CONCRETE COMPRESSIVE STRENGTH TEST lfer� con
Report Number: 94021265.0031 8901 Carpenter Frwy, Ste #100
Service Date: November 14, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: November 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: 6:35am Plant: 6
Supplier: LMC
Truck No: 980 Ticket No: 6185694
Mix I.D. No.: 866
Field Test Data
Test
Result
Slump, inches:
5.75
Air Content, %:
3.6
Concrete Temperature,O F:
63
Ambient Temperature, 0 F:
49
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
12/12/2002 28
12/12/2002 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: 7:58am Date Cast: November 14, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement
(See attached sketch)
Specification Test Method
3 -5 ASTM C -143
4.5 -7.5 ASTM C -231
ASTM C1064
ASTM C -1064
Page 1 of 3 11 -LL 111 — ".l
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/21/2002
7
99,660
3,520
11/21/2002
7
93,120
3,290
Average
3,410
12/12/2002 28
12/12/2002 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: 7:58am Date Cast: November 14, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement
(See attached sketch)
Specification Test Method
3 -5 ASTM C -143
4.5 -7.5 ASTM C -231
ASTM C1064
ASTM C -1064
Page 1 of 3 11 -LL 111 — ".l
CONCRETE COMPRESSIVE STRENGTH TEST
X�
lrerraeon
Report Number: 94021265.0031
3 -5
Service Date: November 14, 2002
Dall Carpenter Fnvy, Ste #100
Dallas, Texas 75247
65
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: November 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: 94021265
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 10:10am Date Cast: November 14, 2002
Technician: Marvin R. Arandia
Batch Time: 8:36am Plant: 6
Weather Conditions: Clear
Supplier: -MC
Accumulative Yards: 130
Truck No: 804 Ticket No: 6185717
Placement Method: Direct Discharge
Mix I.D. No.: 866
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
Specification
5.25
3 -5
4.1
4.5 -7.5
65
(sq. inches
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
11/21/2002
11/21/2002
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at
Maximum
Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
97,930
3,460
7
95,870
3,390
Average 3,430
12/12/2002 28
12/12/2002 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.
Page 2of3 11 'tli .1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0031 lferracan
Service Date: November 14, 2002 Dallas, Carpenter 247 Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: November 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: 94021265
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 11:03am Plant: 6
Supplier: LMC
Truck No: 982 Ticket No: 6185746
Mix I.D. No.: 866
Field Test Data
Sample Information
Sample Time: 12:35pm Date Cast: November 14, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 210
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Test
Result
Specification
Test Method
Slump, inches:
5.50
3 -5
ASTM C -143
Air Content, %:
4.1
4.5 -7.5
ASTM C -231
Concrete Temperature, 0 F:
65
ASTM C1064
Ambient Temperature, 0 F:
70
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)
3 1 6.00
28.27
11/21/2002
7 87,840
3,110
3 2 6.00
28.27
11/21/2002
7 90,180
3,190
Average
3,150
3 3
12/12/2002
28
3 4
12/12/2002
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/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 3 of 3 01 LLWQ01 F K'r