Valley R Baptist 2-LR021223CONCRETE COMPRESSIVE STRENGTH TEST FDC
Report Number: 94021265.0040 Irerracon
Service Date: November 22, 2002 Dall Carpenter F wy, Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 23, 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: 2:10pm Plant: 7
Supplier: LMC
Truck No: 1042 Ticket No: 7121906
Mix I.D. No.: 853
Field Test Data
Sample Information
Sample Time: 2:30pm Date Cast: November 22, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method:
Sample Locations: Piers N/9.8, N/3.3, R/4.1
Placement Location: Piers
Test
Result
Specification
Test Method
Slump, inches:
5.00
ASTM C -143
Air Content, %:
ASTM C -231
Concrete Temperature,° F:
66
ASTM C1064
Ambient Temperature, 0 F:
63
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)
1 1 6.00
28.27
11/29/2002
7 95,660
3,380
1 2 6.00
28.27
11/29/2002
7 94,130
3,330
Average
3,360
1 3 6.00
28.27
12/20/2002
28 128,570
4,550
1 4 6.00 28.27 12/20/2002 28 126,300 4,470
Average 4,510
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: HBCITerracon
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Canso 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 1 of 1 01 LLwlFal' ,°K,y
CONCRETE COMPRESSIVE STRENGTH TEST FDQ
Report Number: 94021265.0041 1rerracon
Service Date: November 22, 2002 Dallas, Carpenter F Ste #100
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 23, 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: 6:40am Plant: 7
Supplier: -MC
Truck No: 1042 Ticket No: 7121867
Mix I.D. No.: 866
Sample Information
Sample Time: 7:12am Date Cast: November 22, 2002
Technician: Arthur Tinoco
Weather_ Conditions: Clear
Accumulative Yards: 150
Placement Method: Driect Discharge
Sample Locations: See placement location
Placement Location: Paving at SE of project, parking lot
Sample location: From NW corner of
paving poured, 5'W, TS
(See attached sketch)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, 0 F:
Ambient Temperature, ° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
4.4
65
43
Set
Specimen
Diameter
Area
No.
ID
(inches)
( sq. inches
1
1
6.00
28.27
1
2
6.00
28.27
1
3
6.00
28.27
1
4
6.00
28.27
Specification
3 -5
4.5 -7.5
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
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 t of 3 o, -U. ' 1 —• .'
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
11/29/2002
7
94,050
3,330
11/29/2002
7
92,160
3,260
Average
3,300
12/20/2002
28
126,400
4,470
12/20/2002
28
121,990
4,310
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 t of 3 o, -U. ' 1 —• .'
.CONCRETE COMPRESSIVE STRENGTH TEST
1rerr can
Client: Valley Ranch Baptist Church
Project Number:94021265
Report Number: 94021265.0041
Average 4,390
- 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 2 of 3 ^I LL X01 FU— KIY
CONCRETE COMPRESSIVE STRENGTH TEST IDC
lferracon
Report Number: 94021265.0041
Specification
Service Date: November 22, 2002
8901 Carpenter Frwy, Ste #100
Slump, inches:
Dallas, Texas 75247
3 -5
(214) 630 -1010
Client: Valley Ranch Baptist Church
Report Date: December
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: 94021
Material Information
Sample Information
Specified Strength: 4000 psi @ 28 Days
Sample Time: 9:34am Date Cast: November 22, 2002
ASTM C -1064
Technician: Arthur Tinoco
Batch Time: 8 40a Plant: 7
Weather Conditions: Clear, sunny
Supplier: -MC
Accumulative Yards: 150
Truck No: 955 Ticket No:
7121881 Placement Method: Direct Discharge
Mix I.D. No.: 866
Sample Locations: See placement location
Placement Location: See page 1
Sample location: From Island #1 S of Island
was 10'S,5'E
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
6.50
3 -5
ASTM C -143
Air Content, %:
4.5
4.5 -7.5
ASTM C -231
Concrete Temperature,o F:
64
ASTM C1064
Ambient Temperature, 0 F:
65
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) (Ibs)
(psi)
2 1 6.00
28.27
11/29/2002
7 118,750
4,200
2 2 6.00
28.27
11/29/2002
7 112,670
3,980
Average
4,090
2 3 6.00
28.27
12/20/2002
28 150,660
5,330
2 4 6.00
28.27
12/20/2002
28 150,590
5,330
Average
5,330
Services - Obtain samples
of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Arthur Tinoco
Report Distribution: HBC/Terracon
(1) Rogers - O'Brien Construction Co. (1) City of Coppell - Constr Insp / �.lt
(1) HKSkncte Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by N7
(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
PROJECT:
JOB NO.
Date
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1 rerracon
Page of I
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