Amberpoint BP 2R-LR060324CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94051418.0220
Service Date: February 23, 2006
Client:
Transwestern Commercial Services
Attn: David Gundemon
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppeil, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 8:06am Plant: On-site
Supplier: Potter Concrete
Truck No: 126 Ticket No: 103142
Mix I.D. No.: 7752
Water Added Onsite Before Testl
Water Added Onsite After Test:
Field Test Data
Test
5Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 5.0
Concrete Temperaturep F: 61
Ambient Temperature,o F: 40
Plastic Unit Weight, pcf: 142.4
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (scI. inches)
1 1 6.O0 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
Sa_~m_.ple Information
Date Cast: February 23, 2006 Time: 8:36am
Technician: Barry Cuble
Weather Conditions: Overcast, cool, light winds
Accumulative Yards: 30/560
Placement Method: Pump
Sample Locations: 40' E & 25' N of S, see #1 of sketch
Placement Location: Pavement, see attached sketch
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
03/02/2006 7 101,160 3,580
03/02/2006 7 102,580 3,630
Average (7 Days) 3,610
03/23/2006 28 144,340 5,100
03/23/2006 28 141,900 5,020
Average (28 Days) 5,060
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 wr~en 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 4
CONCRETE COMPRESSIVE STRENGTH TEST
~[eport Number: 94051418.0220
Service Date: February 23, 2008
'lreffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
mranswestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 9:14am Plant: On-site
Supplier: Potter Concrete
Truck No: 126 Ticket No: 103156
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 4.8
Concrete Temperaturep F: 60
Ambient Temperature,o F: 42
Plastic Unit Weight, pcf: 143.2
Laboratory Test Data
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 8.00 28.27
Sample Information
Date Cast: February 23, 2006 Time: 9:29am
Technician: Barry Cuble
Weather Conditions: Overcast, cool
Accumulative Yards: 170/560
Placement Method: Pump
Sample Locations: 85' E of W & 15' S of N, see #2 on sketch
Placement Location: Pavement, see attached sketch
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
03/02/2006 7 106,390 3,760
03/02/2006 7 103,250 3,650
Average (7 Days) 3,710
03/23/2006 28 132,670 4,690
03/23/2006 28 131,810 4,660
Average (28 Days) 4,680
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 apparenth/similar or identical
materials.
Page 2 of 4 o~.m~o~.,
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94051418.0220
Service Date: February 23, 2006
Client:
Transwestem Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
' reffacon
8901 Carpenter Fro/y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time: 10:44am Plant: On-site
Supplier: Potter Concrete
Truck No: 120 Ticket No: 103172
Mix I.D. No.: 7752
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.25
Air Content, %: 5.0
Concrete Temperaturep F: 62
Ambient Temperatum,o F: 46
Plastic Unit Weight, pcf: 142.4
Laboratorl/ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
Sample Information
Date Cast: February 23, 2006 Time: 11:1 lam
Technician: Barry Cuble
Weather Conditions: Cloudy, cool
Accumulative Yards: 330/560
Placement Method: Pump
Sample Locations: 170' E of W & 15' N of S, see #3 on sketch
Placement Location: Pavement, see attached sketch
Specification
3-5
3-6
Date
Tested
03/02/2006
03/02/2006
3 3 6.00 28.27 03/23/2006
3 4 6.00 28.27 03/23/2006
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM Cl 064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 103,320 3,650
7 97,560 3,450
Average (7 Days) 3,550
28 135,120 4,780
28 130,420 4,610
Average (28 Days) 4,700
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.
Page 3 of 4 ~,~,~o
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0220
Service Date: February 23, 2006
Client:
mranswestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'l['erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 24, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 12:08pm Plant: On-site
Supplier: Potter Concrete
Truck No: 126 Ticket No: 103187
Mix I.D. No.: 7752
Water Added Onsite Before Test: 15Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 4.50
Air Content, %: 5.2
Concrete Tempemture,o F: 67
Ambient Temperature,o F: 52
Plastic Unit Weight, pcf: 142.4
Laboratory Test Data
set specimen Diameter Ama
No. ID _ (inches) (scI. inches)
4 1 6.00 28.27
4 2 6.00 28.27
Sample Information
Date Cast: February 23, 2006 Time: 12:27pm
Technician: Barry Cuble
Weather Conditions: Mostly cloudy, mild
Accumulative Yards: 480/560
Placement Method: Pump
Sample Locations: 80' W of E & 20' N of S, see #4 on sketch
Placement Location: Pavement, see attached sketch
Specification
3-5
3-6
Date
Tested
03/02/2006
03/02/2006
4 3 6.00 28.27 03/23/2006
4 4 6.00 28.27 03/23/2006
Services -
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 126,580 4,480
7 127,410 4,510
Average (7 Days) 4,500
28 170,220 6,020
28 168,350 5,950
Average (28 Days) 5,990
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Barry Cuble
Report Distribution: ~
(1) Transwestem Commercial Se~ices (1) TechniStructures
(1) City of Coppel[ TX (1) Rogers O'Brien Construction Co Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien & Assoc 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
Page 4 of 4
CONCRETE PLACEMENT OBSERVATION SKETCH
'lE rracan
Date of Service:
Client No.:
Client:
02/23/06
50854
Transwestern Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0220
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
t
N
Building #4
Existing Pavement
310' ~'
Placed 2/23/06
Existing Pavement