Amberpoint BP 2R-LR060405CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0125
Service Date• January 26, 2006
l~~rracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
{214) 630-1010
Client: Report Date April 05, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No • 94051418
Material Information
Specified Strength 4600 psi @ 28 Days
Batch Time Plant 2
Supplier Potter Concrete
Truck No Ticket No
Mix I D No 7723
Field Test Data
Test Result
Slump, inches
Air Content,
Concrete Temperature,o F
Ambient Temperature,o F
Plastic Unit Weight, pcf~
Laboratory Test Data
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
Sample Information
Date Cast. January 26, 2006 Time
Technician Sampled by contractor
Weather Conditions
Placement Method Direct Discharge
Sample Locations
Placement Location Pavement -Parking Lot, SW corner
Specification Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM 01064
ASTM 0138
Date
Tested Age at
Test
(days) Maximum Compressive
Load Strength
(Ibs) (psi)
02/02/2006 7 80,730 2,850
02/23/2006 28 158,420 5,600
02/23/2006 28 156,020 5,520
Averag e (28 Days} 5,560
03/23/2006 56 190,120 6,720
Comments• Not tested for plastic unit weight.
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 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
materials.
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0125
Sample lnformation
Date Cast. January 26, 2006 Time 9 19am
Technician Daniel J Drogos
Weather Conditions Cloudy, calm
Accumulative Yards 327
Placement Method Direct Discharge
Sample Locations Approx. 315' E & 30' N of SW corner
Placement Location Pavement -Parking Lot, SW corner
Service Date' January 26, 2006 8901 Carpenter Ftwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Report Date April 05, 2006
Transwestern Commercial Services Project: AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No • 94051418
Material lnformation
Specified Strength 4600 psi ~ 28 Days
Batch Time 8 44am Plant. 2
Supplier Potter Concrete
Truck No 103 Ticket No 102412
Mix I D No 7723
Field Test Data
Test
Slump, inches
Air Content,
Concrete Temperature o F
Ambient Temperature,o F
Plastic Unit Weight, pcf•
Laboratory Test Data
Result
5.25
45
56
68
146.2
Set Specimen Diameter Area
No ID (inches) (sq inches}
2 1 6 00 28,27
2 2
2 3
2 4
6 00 28.27
6 00 28.27
6 00 28.27
Specification
3-5
3-5
lferracon
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
02/02/2006 7 104,560 3,700
02/23/2006 28 169,330 5,990
02/23/2006 28 167,040 5,910
Average (28 Days} 5,950
03/23/2006 56 201,770 7,140
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Technician Daniel J Drogos
Report Distribution
(1) Transwestern Commercial Services (1) TechniStruclures ~/~~
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by'
(1) City of Coppell TX
(1) O'Brien & Assoc 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 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
materials.
Page 2 of 2 o,-sHS~o,-F~~~~e key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number 94051418 0136
Service Date January 27, 2006
Sample Information
Date Cast January 27, 2006 Time 3 30 pm
Client: Report Date April O5, 2006
Transwestern Commercial Services Project AmberPoint Business Park
Attn David Gunderson Buildings 4, 5 and 6
5001 Spring Valley Rd Ste 600 W 505 South Royal Lane
Dallas TX 75244 Coppell, TX
Project No • 94051418
Material Information
Specified Strength 3600 psi @ 28 Days
Batch Time 2.20 pm Plant 3
Supplier Lattimore Materials Co
Truck No 5022 Ticket No 3208140
Mix I D No 1261
Water Added Onsite Before Test. SGallons
Water Added Onsite After Test 0 Gallons
Field Test Data
Test
Slump, inches
Air Content,
Concrete 7emperature,o F
Ambient Temperature,o F
Plastic Unit Weight, pcf•
Laboratory Test Data
Resu It
3 00
45
60
58
144.2
Set Specimen Diameter Area
No. ID (inches) (sq, inches)
1 1 6 00 28 27
2 6 00 28 27
3 6 00 28.27
Technician Kudret Aksu
Weather Conditions Cloudy
Accumulative Yards 8/8
Placement Method Direct Discharge
Sample Locations Sta 3+20 30
Piacement Location Iniet Tops. Three {3) at Sta 0+31.25,
Two (2) at Sta 0+30 45,
Three (3) at Sta 3+20 30
Specification
3-5
3-6
l~~rr~con
8901 Carpenter Frwy, Sfe #100
Dallas, Texas 75247
(214) 630-1010
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (Ibs) (psi)
02/03/2006 7 105,050 3,710
02/24/2006 28 132,420 4,680
02/24/2006 28 146,840 5,190
Average (28 Days) 4,940
1 4 6 00 28.27 03/24/2006 56 158,410 5,600
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples
Technician Kudret Aksu
Report Distribution
(1) Transwestern Commercial Services (1) TechniStructures ~`~~'F/ -
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by
(1) City of Coppell TX
(1) O'Brien & Assoc Hussein H Abusaad, P E.
Senior Project Manager
The tests were pertormed 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
materials.
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