Amberpoint BP 2R-LR060123
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NOTE: BORING LOCATIONS ARE APPROXIMATE
~29
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SANDY LAKE ROAD
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~32
AMBERPOINT 6
~35
~33
MOISTURE EVALUATION
36~
0 50 100 FEET
APPROXIMATE SCALE
FIGURE 1
AMBERPOINT BUILDING 6
1E rracon SANDY LAKE ROAD
Project No.: 9405'141B.0082 COPPELL, TEXAS
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WATER INJECTION OBSERVATION
lrerracan
8901 Carpenter Frwy, Suite #100
Dallas, Texas 75247
1214) 630-1010
Date of Service:
Client No.:
Client:
Location:
01/23/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
See attached sketch
Report No.:
Project No.:
Project:
General Contractor:
Injector:
94051418.0109
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Rogers-O'Br/en
Jowell
Procedure:
On this date, a Terracon technician observed the injection of water at this site. During the
injection process, the following observations were recorded.
Pass No.: 7th No. of Probes: 4 Probe Length: 12 feet
OBSERVATION
SPECIFICATION Yes No N/A
Surfactant added to each load. X
Injection pressure 50 to 200 psi at manifold. X
Injection downward in 18 inch intervals. X
Total depth of injection was 7 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments:
Field Results Report To:
Technician: T. Mitchell
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99pdr
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Hussein H. Abusaad, P.E.
Senior Project Manager
This repeal is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval of Terracon.
WATER INJECTION OBSERVATION
' fflilron
8901 Carpenter FF~v~ r Suite #100
Dallas, Texas 75247
(214) $30-1010
Date of Service:
Client No.:
Client:
01/23/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0109
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Not to Scale
N
S
170'
Building,,, #5 I I
720' ~l I·
Building #6 I ~0
1 '
400' ~,
3 Rigs
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0025
Service Date: December 23, 2005
Client' ~
Trans~estem ~ial Services
Attn: Jim G~ard
5001 ~m'~g Valley Rd Ste 600 W
Dalla~TX 75244
Material Information
Specified Strength: 4200 psi ~ 28 Days ~
Batch Time: Plant: 1 [ ~
Supplier: Redi-Mix Concrete [ ~'
Truck No: 136 Ticket N~
Mix I.D. No.: 604 ~
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID
1 1
'irerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:January 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
ct No.: 94051418
.,/,~ate Cast: December 23, 2005 Time:2:43
¢./~./'~'Technician: .. Burl E. Thomas
w. ther Co. it o ,sClear
Accumulative ~ard. s:8 .
Placement Method: Bucket
Sample Locations: Line SR/1, Sta. 2+83
Placement Location: Manhole
Result ~ation Test Method
1.00 il~~ ~ ASTM C143
3.8 " ASTM C231
ASTM C1064
73 ·
63 ASTM C1064
148.8 ASTM C138
Age at Maximum Compressive
Area Date Test Load Stren~.th
(inches) (sq. inches) Tested (days) (lbs) (pst)
6.00 28.27 '12/30/2005 7 163,960 5,800
1 2 6.00 28.27 01/20/2006 28 198,460 7,020
1 3 6.00 28.27 01/20/2006 28 207,160 7,330
Average 7,180
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Burl E. Thomas
Report Distribution:
(1) Transwestern Commercial Services (1) O'Brien & Assoc ~
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construclion Co 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 eamples 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 o, ~o~0,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0071
Service Date: January 13, 2006
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'1 rl ffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:30am Plant: 27
Supplier: Southern Star
Truck No: Ticket No: 1016243
Mix t.D. No.: 7723
Water Added Onsite Before Test: 0Gallons
Water Added Onsite After Test: 5 Gallons
Field Test Data
Test Result
Slump, inches: 4.50
Air Content, %: 5.4
Concrete Temperature,o F: 61
Ambient Temperature, o F: 59
Plastic Unit Weight, pcf: 144.0
Laboratorv Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Sample Information
Date Cast: January 13, 2006
Technician: Kudret Aksu
Weather Conditions~;lear
Accumulative Yards: 10/60
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement
Time: 11:35am
Specification Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/20/2006 7 116,290 4,110
1 2 02/10/2006 28
1 3 02/10/2006 28
4
03/10/2006 56
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) Transwestem Commercial Services (1) O*Brien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX Hussein H. Abusaad, PE
(1) Rogers O'Brien Construction Co 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 1 of 1
24' WIDE
i 24' WIDE FIRE LAN~ ..............,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0075
Service Date: January 14, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 7:13am Plant: On-site
Supplier: Potter Concrete
Truck No: 112 Ticket No: 10212
Mix I.D. No.: 7723
Field Test Data
Test
.Result
Slump, inches: 5.50
Air Content, %: 4.3
Concrete Temperature,o F: 64
Ambient Temperature, o F: 35
Plastic Unit Weight, pcf: 144.8
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Sample Information
Date Cast: January 14, 2006 Time:7:22am
Technician: Daniel J. Drogos
Weather ConditionsCold and clear
Accumulative Yards: 140
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement, NW Parking Lot
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Date
Tested
01/21/2006
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 118,640 4,200
1 2 02/11/2006 28
1 3 02/11/2006 28
4
03/11/2006 56
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0075
Service Date: January 14, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'1 refracon
8901 Carpenter Frwy, Ste #100
Daltas, Texas 75247
(214) 630-1010
Report Date: January 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 9:30am Plant: On-site
Supplier: Potter Concrete
Truck No: 106 Ticket No: 10229
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.7
Concrete Temperature,o F: 65
Ambient Temperature, o F: 51
Plastic Unit Weight, pcf: 145.6
Laboratory Test Data
set specimen Diameter
NO.
Area
ID (inches) (sq. inches)
1 6.00 28.27
Sample Information
Date Cast: January 14, 2006 Time:9:55am
Technician: Daniel J. Drogos
Weather ConditionsSunny and cool
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement, NW Parking Lot
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Date
Tested
01/21/2006
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 112,340 3,970
2 2 02/11/2006 28
2 3 02/11/2006 28
2 4
03/11/2006 56
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
Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0075
Service Date: January 14, 2006
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 23, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:32 Plant: On-site
Supplier: Potter Concrete
Truck No: 119 Ticket No: 10237
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.1
Concrete Temperature,o F: 68
Ambient Temperature, o F: 61
Plastic Unit Weight, pcf: 144.0
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
Sample Information
Date Cast: January 14, 2006
Technician: Daniel J. Drogos
Weather ConditionsSunny and clear
Accumulative Yards:300
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #3
Placement Location: Pavement, NW Parking Lot
Specification
Test Method
Time: 11:05am
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/21/2006 7 106,060 3,750
3 2 02/11/2006 28
3 3 02/11/2006 28
3 4
03/11/2006 56
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) Trar~swestern Commercial Services (1) O'Brien & Assoc ~
(1) City of Coppell TX (1) TechniStructures Reviewed by: .
(1) City of Coppell TX Hussein H. Abusaad, P.E.
(1) Rogers O'Brien Construction Co 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.
TERRACON REPORT NO.
24' WiDE
'*24' WIDE FIRE LANE ............. .,