Amberpoint BP 2-LR021212REPORT OF CONCRETE PLANT OBSERVATION
Report Number: 94021380.0147
Service Date: December 7, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date:
Project: Staples
201 Norihpoint
Coppell, TX
Project Number: 94021380
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
December 12, 2002
Services: Concrete plant observation.
On this date, a HBC/'l'erracon technician arrived at the above referenced jobsite as scheduled for
concrete plant observation. See the attached sheet(s) for recorded data.
Technician: Barry M. Cuble
Repod Distribution:
(1) Transwestem Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStmctures
(1) City of Coppell - BIdg Insp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
Eugene Harbour
Principal
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.
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REPORT OF CONCRETE BATCH PLANT OBSERVATION
~eport Number: 94021380.0158
Service Date: December 2, 2002
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
· Report Date: December 12, 2002
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
Services: Concrete batch plant observation.
On this date, a HBC/Terracon technician arrived at the above referenced jobsite as scheduled for
concrete batch plant observation. See the attached sheet(s) for recorded data for Paving using
Concrete Mix #7753 and Slab-on-Grade using Mix #9349.
Technician: Barry M. Cuble
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg I nsp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
"~'ugene Harbour
Principal
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.
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0
0
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0085
Service Date: November 13, 2002
Client: Transwestem Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
~,,~.r~ ~e po--~ 'l~te:
~P roj~'~t: Staples~,~
-- point
Coppell, TX
Project Number: 94021380
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
December 12, 2002
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:44am Plant: 2
Supplier: Potter Concrete ~_ (/
TruckNo: 112 ~', TicketNo: 111690
Mix I.D. No.: 9337 I If ,,~,/r
Sample Information
Sample Time: 9:20am Date Cast: November 13, 2002
Technician: Bradford T. Rengstorff
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier H/10
Placement Location: Piers H/9-10
Field Test Data
Test Result Specification Test Method
Slump, inches: 6.50 5-7 ASTM C-143
Air Content, %: 1.25 N/A
Concrete Temperature,o F: 73 ASTM C1064
Ambient Temperature, o F: 61 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 11/18/2002 5
1 2 6.00 28.27 11/18/2002
I 3 6.00 28.27 11/20/2002
1 4 6.00 28.27 11/20/2002
1 5 6.00 28.27 12/11/2002
1 6 6.00 28.27 12/11/2002
Maximum Compressive
Load Strength
(lbs) (psi)
96,630 3,420
5 98,430 3,4,80
Average 3,450
7 117,880 4,170
7 113,840 4,030
Average 4,100
28 162,870 5,760
28 159,810 5,650
Average 5,710
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Commercial Services
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) State Farm Insurance
(1) HBC Engineering
Reviewed by:
HBC/'FJ
Eug~e Harbour
Principal
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 net necessarily indicative of the properties of other apparently similar or identical
materials.
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