Valley R Baptist 2-LR030116CONCRETE COMPRESSIVE STRENGTH TEST 1fe f u r COn
Report Number: 94021265.0073 8901 Carpenter Frwy, Ste #100
Service Date: December 18, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 16, 2003
Attn: Robert Feille Project: Valley Ranch Baptist Church
1501 East Belt Line Road 1501 East Belt Line Rd
Coppell TX 75019 Coppell, TX
Number: 94021265
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 1:30pm Plant: 7
Supplier: LMC
Truck No: 956 Ticket No: 7122311
Mix I.D. No.: 853
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, W
Strength
(psi)
Concrete Temperature,° F:
60
Ambient Temperature, ° F:
61
Plastic Unit Weight, pcf:
Laboratory Test Data
1 6.00
Sample Information
Sample Time: 2:35pm Date Cast: December 18, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers 303 & 321
Placement Location: Piers
Specification Test Method
3 -5 ASTM C -143
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
12/25/2002
7 95,590
3,380
1
2 6.00
28.27
12/25/2002
7 96,360
3,410
Average
3,400
1
3 6.00
28.27
01/15/2003
28 126,510
4,470
1
4 6.00
28.27
01/15/2003
28 123,370
4,360
Average
4,420
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/ erracon
(1) HKS Inc (1) City of Coppeil - Consir Insp
(1) Rogers- O'Brien Construction Co. (1) Valley Ranch Baptist Church Reviewed by:
(1) Brockette Davis Drake Hus ein H. Abusaad, P.E.
(1) City of Coppell - Bldg Insp 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 iocalion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. 11 11
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST lferr�acon
Report Number: 94021265.0087 8901 Carpenter Frvvy, Ste #100
Service Date: January 7, 2003 Dallas, Texas 75247
(214) 630 -1010
Client:
03
Valley Ranch Baptist Church
Report Date: January 16, 20
Project: Valley Ranch Baptist Church
Attn: Robed Feille
1501 East Belt Line Road op
C East Belt Line Rd
Coppell TX 75019 Coppell, TX
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 12:42pm Plant: 3
Supplier: LMC
Truck No: 975 Ticket No: 3154400
Mix I.D. No.: 855
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
1.3
65
64
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.
inches
1
1
6.00
28.27
1
2
6.00
28.27
3
4
Date
Tested
01/14/2003
01/14/2003
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Test
Load.
Strength
(days)
(lbs)
(psi)
7
111,150
3,930
7
113,290
4,010
Average
02104/2003 28
02/04/2003 28
1 5 Hold
3,970
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arthur Tinoco
Report Distribution: HB
(1) HKS Inc (1) City of Coppell - Constr Insp
(1) Rogers- O'Brien Construction Co. (1) Valley Ranch Baptist Church Reviewed by
(1) Brocketle Davis Drake Hussein H. Abusaad, P.E.
(1) City of Coppell - Bldg Insp 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. a,.w�� rte• °•
Page 1 of 1
Project Number: 94021265
Sample Information
Sample Time: 1:40pm Date Cast: January 7, 2003
Technician: Arthur Tinoco
Weather Conditions: Clear, sunny
Accumulative Yards: 50
Placement Method: Direct Discharge
Sample Locations: Beam 3 to beam 4 bottom half
Placement Location: Paving grade beam from beam 1 through 6
& half of beam 24
Specification
3 -5
N/A
CONCRETE COMPRESSIVE STRENGTH TEST 1 ferrrrrrrrrrr con
Report Number: 94021265.0071 8901 Carpenter Frwy, Ste tf 100
Service Date: December 17, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: January 16, 2003
Attn: Robert Faille Project: Valley Ranch Baptist Church
1501 East Belt Line Road op
C East Belt Line Rd
Coppell TX 75019 Coppell, TX
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:45am Plant: 7
Supplier: LMC
Truck No: 822 Ticket No: 3154056
Mix I.D. No.: 853
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, ° F
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
56
65
Project Number: 94021265
Sample Information
Sample Time: 12:05pm Date Cast: December 17, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers 253 & 242
Placement Location: Piers
Specification Test Method
3 -5 ASTM C -143
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
12/24/2002
7 82,030
2,900
1
2 6.00
28.27
12/24/2002
7 84,320
2,980
Average
2,940
1
3 6.00
28.27
01/14/2003
28 109,960
3,890
1
4 6.00
28.27
01/14/2003
28 109,140
3,860
Average
3,880
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/Terrrracon
(1) HKS Inc (1) City of Coppell - Constr Insp �'�
(1) Rogers - O'Brien Construction Co. (1) valley Ranch Baptist Church Reviewed by
(1) Brockette Davis Drake Hussein H. Abusaad, P.E.
(1) City of Coppell - Bldg Insp Senior Protect 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. a, L�W�01 F K^
Page 1 of 1