Valley R Baptist 2-LR030109REPORT OF DRILLED BELLED PIER OBSERVATION 1fer C on
Report Number: 94021265.0070 8901 carpenter Frwy, Ste #100
Service Date: December 17, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 09, 2003
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.
Technician: Terry L. Smith
Report Distribution: HBC erracon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp Reviewed by
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp Hussein H. Abusaad, P.E.
(1) HKS Inc 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 ��^ °ter °�•"
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CONCRETE COMPRESSIVE STRENGTH TEST 1 errrrrrrrrr Lya
Con
Report Number: 94021265.0065 8901 Carpenter Frvvy, Ste #100
Service Date: December 11, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 09, 2003
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: 9:48am Plant: 7
Supplier: _MC
Truck No: 959 Ticket No: 7122156
Mix I.D. No.: 856
Sample Information
Sample Time: 9:53am Date Cast: December 11, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving, N end ofjobsite
(See attached sketch)
Field Test Data
Test
Result
Specification
Test Method
Slump, inches:
5.00
3 -5
ASTM C -143
Air Content, %:
2.0
ASTM C -231
Concrete Temperature,° F:
59
ASTM C1064
Ambient Temperature, 0 F:
50
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
12/18/2002
7 124,220
4,390
1 2 6.00
2817
12/18/2002
7 123,790
4,380
Average
4,390
1 3 6.00
28.27
01/08/2003
28 151,660
5,360
1 4 6.00
28.27
01/08/2003
28 160,910
5,690
Average
5,530
Comments:
NOTE: Rogers- O'Brien's superintendent was informed that Mix #856 was the wrong mix.
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 2 `. "w "o, -`-r. k.,
1 311f"
CONCRETE COMPRESSIVE STRENGTH TEST lferrrocan
Report Number: 94021265.0065 8901 carpenter Frwy, Ste #100
Service Date: December 11, 2002 Dallas, Texas 75247
(214) 630 -1010
Client: Valley Ranch Baptist Church Report Date: January 09, 2003
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: 10 30a Plant: 7
Supplier: LMC
Truck No: 1093 Ticket No: 7122161
Mix I.D. No.: 856
Field Test Data
Test
Result
Slump, inches:
5.25
Air Content, %:
4.0
Concrete Temperature,O F:
59
Ambient Temperature, ° F:
50
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
6.00
28.27
2
4
6.00
28.27
Sample Information
Sample Time: 10:40am Date Cast: December 11, 2002
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Specification
3 -5
Test Method
ASTM C -143
ASTM C -231
ASTM C1064
ASTM C -1064
Aver 5,640
Comments:
Mix #866 was used on this set of cylinders.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution: HBClTerracon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp Reviewed by
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp Huss In H. Abusaad, P.E.
(1) HKS Inc
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 2 of 2
Age at
Maximum
Compressive
Date
Test
Load
Strength
Tested
(days)
(lbs)
(psi)
12/18/2002
7
125,400
4,430
12/18/2002
7
118,630
4,200
Average
4,320
01/08/2003
28
162,990
5,760
01/08/2003
28
155,990
5,520
Aver 5,640
Comments:
Mix #866 was used on this set of cylinders.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution: HBClTerracon
(1) Valley Ranch Baptist Church (1) Valley Ranch Baptist Church
(1) Rogers- O'Brien Construction Co. (1) City of Coppell - Constr Insp Reviewed by
(1) Brockette Davis Drake Inc (1) City of Coppell - Bldg Insp Huss In H. Abusaad, P.E.
(1) HKS Inc
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 2 of 2
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erraco
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