Valley R Baptist 2-LR021127CONCRETE COMPRESSIVE STRENGTH TEST lf�rFDC
Report Number: 94021265.0032
Dallas, Carpenter 247 Ste #100
Service Date: November 20, 2002
Dallas, Texas 75247
(214) 630 -1010
client: Valley Ranch Baptist Church Report Date: November 27, 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: 7:20am Date Cast: November 20, 2002
Technician: Terry L. Smith
Batch Time: 6:51 am Plant: 7 Weather Conditions: Clear
Supplier: 1-MC Accumulative Yards: 30
Truck No: 1093 Ticket No: 7121773 Placement Method: Truck
Mix I.D. No.: 866 Sample Locations: 60'W from SE corner
Placement Location: Paving - S side of building
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, ° F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.50
4.8
65
51
Specification
3 -5
4.5 -7.5
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
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
11/27/2002
11/27/2002
Age at
Maximum
Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
137,000
4,840
7
130,120
4,600
Average
12/18/2002 28
12/18/2002 28
4,720
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 3 0 "LL ' 0""°`""
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021265.0032
Service Date: November 20, 2002
lfeirr�on
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: November 27, 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: 8:35am Plant: 7
Supplier: -MC
Truck No: 938 Ticket No: 7121783
Mix I.D. No.: 866
Field Test Data
Test
Result
Slump, inches:
5.00
Air Content, %:
5.3
Concrete Temperature, F:
67
Ambient Temperature, ° F:
58
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
12/18/2002 28
12/18/2002 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: 9:30am Date Cast: November 20, 2002
Technician: Terry L. Smith
Weather Conditions: Cool, clear
Accumulative Yards: 140
Placement Method: Truck
Sample Locations: 50'W, 80' N from SE corner
Placement Location: See page 1
Specification Test Method
3 -5 ASTM C -143
4.5 -7.5 ASTM C -231
ASTM C1064
ASTM C -1064
Page 2 of 3 01 LLWIF01 F— K,y
Age at
Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/27/2002
7
126,700
4,480
11/27/2002
7
134,650
4,760
Average
4,620
Page 2 of 3 01 LLWIF01 F— K,y
CONCRETE COMPRESSIVE STRENGTH TEST FEIC
Report Number: 94021265.0032
lferracon
Test Method
Service Date: November 20, 2002
6901 Carpenter Frwy, Ste #100
5.00
Dallas, Texas 75247
ASTM C -143
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: November 27, 2002
Attn: Robert Feille
Project: Valley Ranch Baptist Church
1501 East Belt Line Road
1501 East Belt Line Rd
Coppell TX 75019
Coppell, TX
ASTM C1064
Project Number: 94021
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: Date Cast: November 20, 2002
Technician: Terry L. Smith
Batch Time: 10:40am Plant: 7
Weather Conditions: Cool, clear
Supplier: LMC
Accumulative Yards: 220
Truck No: 964 Ticket No:
3153239 Placement Method: Truck
Mix I.D. No.: 866
Sample Locations: 40'W, 120' N from SE corner
Placement Location: See page 1
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
5.6
4.5 -7.5
ASTM C -231
Concrete Temperature,° F:
69
ASTM C1064
Ambient Temperature, ° F:
61
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
11/27/2002
7 103,030
3,640
3 2 6.00
28.27
11/27/2002
7 103,520
3,660
Average
3,650
3 3
12/18/2002
28
3 4
12/18/2002
28
ces - 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) Rogers- O'Brien Construction Co. (1) City of Coppell - Consh 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 11 Irw�o, 11—k.,
CONCRETE COMPRESSIVE STRENGTH TEST lrer1W
Report Number: 94021265.0034 8901 Carpenter F wy,ste #io0
Service Date: November 20, 2002
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: November 27, 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: 2:45pm Plant: 6
Supplier: LMC
Truck No: 831 Ticket No: 6186205
Mix I.D. No.: 853
Sample Information
Sample Time: 3:20pm Date Cast: November 20, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method:
Sample Locations: See placement location
Placement Location: Piers
Sample location: Piers- M.2/9.6, J9/9.1,
J.9/84, J.9/6.8
Field Test Data
Test
Result Specification
6.00
Test Method
ASTM C -143
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F
Plastic Unit Weight, pcf:
Laboratory Test Data
Set
Specimen
Diameter
Area
No.
ID
(inches) ( sq.inches )
(p si)
1
1
6.00
28.27
1
2
6.00
28.27
3
4
68
63
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(p si)
11/27/2002
7
72,700
2,570
11/27/2002
7
70,620
2,500
Average 2,540
12118/2002 28
12/18/2002 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 Insip
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by
(1) HKS Inc HusseWi A.AAbusaad, 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