Amberpoint BP 2R-LR060120CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0186
Service Date: January 12, 2006
.Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
']rEffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 20, 2006
Project: Coppell Trade Center- BIdg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:24am Plant: 141
Supplier: TXI
Truck No: 46 Ticket No: 185842
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 0Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Date Cast: January 12, 2006 Time:7:20am
Technician: Polikarp J. Labecki
Weather Conditions~°artly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Column 3
Placement Location:Two (2) Temporary Spread Footings along
W Building at Loading Dock
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5.0
Concrete Temperature,o F: 58
Ambient Temperature, o F: 53
Plastic Unit Weight, pcf: 143.0
Laboratory Test Data
set specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Specification
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM Cl 064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Stren~.th
Tested (days) (lbs) {psi)
01/16/2006 4 90,180 3,190
1 2 6.00 28.27
01/19/2006 7 111,330 3,940
1 3 02/09/2006 28
1 4 02/09/2006 28
services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Polikarp J. Labecki
Report Distribution: ~~~.,
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStru~tures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc
(1) City of Coppell TX Senior PrOject
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 consent of our company. 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
rnatedals. Page 1 of I 0~ ~0~.F~.oK.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0022
Service Date: December 22, 2005
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd Ste 600 W
Dallas TX 75244
'lreffacon
890I Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:January 20, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi @ 28 Days
Batch Time: 12:55pm Plant: 27
Supplier: Southern Star Co
Truck No: 31 Ticket No: 1054370
Mix I.D. No.: 9363
Field Test Data
Test
Result
Slump, inches: 2.00
Air Content, %: 5.0
Concrete Temperature, o F: 65
Ambient Temperature, o F: 58
Plastic Unit Weight, pcf: 145.8
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (scI. 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
Services -
Sa_~m_.ple Information
Date Cast: December 22, 2005
Technician: Craig Blackwell
Weather Conditions~Clear, windy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Same as placement
Placement Location: Manhole (~ Sta. 5+13.03
Time: 1:20pm
Specification Test Method
5 Max. ASTM C143
3-6 ASTM C231
- 95 ASTM C1064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
12/29/2005 7 156,270 5,530
12/29/2005 7 152,570 5,400
Average 5,470
01/19/2006 28 185,040 6,540
01/19/2006 28 178,700 6,320
Average 6,430
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Craig Blackwell
Report Distribution:
(1) Transwestern Commercial Services (1} O'Brien &Asscc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX H~. Abusaad, P.E.
(1) Rogers O'Brien Construction Co Senior Project Manager
Th~ 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 consent of our company. Test results transmitted herein are only applicabre
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0068
Service Date: January ~2,~
Client: J
Transwestern Co~rercial Services
Attn: Jim Gas~U
5001 Sprin~alley Rd Ste 600 W
Dallas TX ?5244
'lrl ffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 20, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4200 psi (~ 28 Days
Batch Time: 12:18pm Plant: 1
Supplier: Redi-Mix Concrete
Truck No: 247 Ticket No: 160702
Mix I.D. No.: 604
Water Added Onsite Before Test: 10Gallons
Water Added Onsite After Test: 8 Gallons
Sam_~.~_~lnformation
Date Cast: January 12, 2006 Time:1:22pm
Technician: Daniel J. Drogos
Weather ConditionsMostly cloudy, windy
Accumulative Yards:5
Placement Method: Bucket
Sample Locations: Manholes
Placement Location:Manholes, approximately 500' N of SW
corner of job site
Field Test Data
Test
Result
Slump, inches: 3.50
Air Content, %: 4.2
Concrete Temperature,o F: 77
Ambient Temperature, o F: 75
Plastic Unit Weight, pcf: 152
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2
1 3
1 4
Services -
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
T~D=a'*taed~--v Test Load Strength
(days) (lbs) (psi)
r ~01/19/2006 7 111,080 3,930
9~2006 28
03/09/2006 56
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
Transwestern Commercial Se~ices (1) O'Brien & Asso~
(1)(1) City of Coppell TX (1) TechniStructurss Reviewed by:
(1) City of Coppell TX ~H. Abusaad, P.E.
(1) Rogers O*Br[en Construction Co Senior Project Manager
The tests were pedormed in general accordance with app[iceble 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 consent of our company. 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
Page 1 of I