Valley R Baptist 2-LR021205CONCRETE COMPRESSIVE STRENGTH TEST leer con
Report Number: 94021265.0046 8901 Carpenter P wy, Ste #100
Service Date: November 26, 2002
Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 05, 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: 3000 psi @ 28 Days
Batch Time: 1:51pm Plant:7
Supplier: LMC
Truck No: 956 Ticket No: 7121997
Mix I.D. No.: 853
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, 0 F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
60
45
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
12/03/2002
12/03/2002
Test Method
ASTM C -143
ASTM C1064
ASTM C -1064
Age at
Maximum Compressive
Test
Load
Strength
(days)
(lbs)
(psi)
7
98,490
3,480
7
99,550
3,520
Average
12/24/2002 28
12/24/2002 28
3,500
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 Insp /_� i
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by ,
(1) HKS Inc
(1) Valley Ranch Baptist Church Hussein H. jest aa P.E.
Senior Project Ma
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 o,- uwmo, -Fm lK,v
Sample Information
Sample Time: 2:35pm Date Cast: November 26, 2002
Technician: Terry L. Smith
Weather Conditions:
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: Piers M.3/4.2 & M.3/6.1
Placement Location: Piers
Specification
3 -5
CONCRETE COMPRESSIVE STRENGTH TEST leer con
Report Number: 94021265.0044 8901 Carpenter Frwy, Ste #100
Service Date: November 25, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 05, 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: 3000 psi @ 28 Days Sample Time: 1:20pm Date Cast: November 25, 2002
Technician: Terry L. Smith
Batch Time: 1:00pm Plant: 7 Weather Conditions: Clear, mild
Supplier: LMC Accumulative Yards: 10
Truck No: 947 Ticket No: 7121973 Placement Method: Truck
Mix I.D. No.: 853 Sample Locations: Piers N/9.9, J.9/8.4
Placement Location: Piers
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
Concrete Temperature,° F:
65
ASTM C1064
Ambient Temperature, ° F:
48
ASTM C -1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum
Compressive
Set Specimen Diameter
Area
Date
Test Load
Strength
(psi)
No. ID (inches)
( sq. inches
Tested
(days) (lbs)
1 1 6.00
28.27
12/02/2002
7 88,460
3,130
1 2 6.00
28.27
12/02/2002
7 96,000
3,390
Average
3,260
1 3
12/23/2002
28
1 4
12/23/2002
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 Insp
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector Reviewed by JrT�I�I�
(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.
Page 1 of 1 ° ' IL.° " "�' "`"
CONCRETE COMPRESSIVE STRENGTH TEST 1rerr con
Report Number: 94021265.0049 8901 Carpenter Frwy, Ste #100
Service Date: November 27, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 05, 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: 3000 psi @ 28 Days
Batch Time: 11:10am Plant: 7
Supplier: LMC
Truck No: 938 Ticket No: 7122014
Mix I.D. No.: 853
Field Test Data
Test
Result
Slump, inches:
4.75
Air Content, %:
ID
Concrete Temperature, F:
60
Ambient Temperature, 0 F:
41
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
Date
Test Load
Strength
Tested
(days) (lbs)
(psi)
12/04/2002
7 107,560
3,800
12/04/2002
7 98,290
3,480
Average
3,640
12/25/2002 28
12/25/2002 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 - Concur Insp
(1) Brockede 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.
Page 1 of 1
Sample Information
Sample Time: 11:40am Date Cast. November 27, 2002
Technician: Terry L. Smith
Weather Conditions: Cloudy, mild
Accumulative Yards: 10
Placement Method: Truck
Sample Locations: Piers M.3/8.7, P/5.8, M.9/6.3
Placement Location: Piers
Specification Test Method
3 -5 ASTM C -143
ASTM C1064
ASTM C -1064
Age at Maximum Compressive
REPORT OF DRILLED BELLED PIER OBSERVATION l��r� c on
Report Number: 94021265.0035 8901 carpenter Frvdy, Ste #100
Service Date: November 21, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: December 05, 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
Services: Drilled belled pier observation.
On this date, a HBC /Terracon technician arrived at the above referenced jobsite as scheduled for
drilled belled pier observation. See the attached sheet(s) for recorded data.
NOTE: Piers M.3/3.6, N.9/9, J.9/8.4, J.9/10.8 and N/3.1 were drilled and then backfilled.
Technician: Terry L. Smith
Report Distribution: HB !Terracon
(1) Rogers - O'Brien Construction Co. (1) City of Coppell - Constr Insp Reviewed by
(1) Brockette Davis Drake Inc (1) City of Coppell Building Inspector
(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. Page 1 of 1
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