Amberpoint BP 2R-LR060202WATER INJECTION OBSERVATION
'l ffl!lcon
Consultlml Engineers & Scientists
8901 Carpenter Frwy., Suite #100
Darlas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
Location:
02/02/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Buildings #5 and #6, see attached
sketch
Report No.:
Project No.:
Project:
General Contractor:
Injector:
94051418.0152
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Rogers-O'Brien
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.: 8th & 6th No. of Probes: 4 Probe Length: 9 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: Building #5 - 8th pass
Building #6 - 6th pass
Field Results Report To:
Technician: B. Thomas
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99as
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
H~Abusaad, P.E.
Senior Project Manager
This repot[ is exclusively for the use of the client indicated above and shall not be reproduced in full without wdtten approval of Terracon
WATER INJECTION OBSERVATION SKETCH
lrerracon
Date of Service:
Client No,:
Client:
02/02/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0152
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Building #5
Building #6
Not to Scale
S
W
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0118
Service Date: January 25, 2006
'lrl ffiilcon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 02, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 2:31pm Plant: 6
Supplier: Potter Concrete
Truck No: 808 Ticket No: 6269730
Mix I.D. No.: 1261
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 0.4
Concrete Temperature, o F: 75
Ambient Temperature, o F: 68
Plastic Unit Weight, pcf:
Laborator~ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Sample Information
Date Cast: January 25, 2006
Technician: J. Johnson
Weather Conditions~'adly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Sta. 19+26.35, Line A
Placement Location: Inlet
Specification
Test Method
Time:3:32pm
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)
02/01/2006 7 103,930 3,680
1 2 02/22/2006 28
1 3 02/22/2006 28
4
03/22/2006 56
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.
Technician: Daniel J. Drogos
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'Bden 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.
Page 1 of 1 D~.,cs~o~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0115
Service Date: January 25, 2006
"lr fr con
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: February 02, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
.505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:35am Plant: 2
Supplier: Potter Concrete
Truck No: 109 Ticket No: 102356
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.1
Concrete Temperature,o F: 63
Ambient Temperature, o F: 67
Plastic Unit Weight, pcf: 150.0
Laboratory Test Data
Sample Information
Date Cast: January 25, 2006
Technician: Daniel J. Drogos
Weather ConditionsSunny and warm
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: Pier G/21
Placement Location: Piers
Specification
5-7
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 02/01/2006
Time:8:55am
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM Cl 064
ASTM Cl 38
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 88,860 3,140
1 2 02/22/2006 28
1 3 02/22/2006 28
1 4
03/22/2006 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
materials.
Page 1 of 2 o, ACS~O$ CO'Ire Key
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0115
Service Date: January 25, 2006
'lrl ffacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client:
Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: February 02, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 11:30am Plant: 2
Supplier: Potter Concrete
Truck No: 126 Ticket No: 102365
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 1.1
Concrete Temperature,o F: 70
Ambient Temperature, o F: 72
Plastic Unit Weight, pcf: 149.6
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
Sample Information
Date Cast: January 25, 2006
Technician: Daniel J. Drogos
Weather ConditionsSunny
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: Pier J/18
Placement Location: Piers
Specification
5-7
Date
Tested
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Time:12:31pm
2 1 6.00 28.27 02/01/2006 7 91,780 3,250
2 2 02/22/2006 28
2 3 02/22/2006 28
2 4 03/22/2006 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) Transwestern Commercial Services (1) O'Brien & As$oc /~-~::~ J
(1) City of Coppell TX (1) TechniStructures Reviewed by:
(1) City of Coppell TX H.~ssein 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 actua~ samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
REPORT OF REINFORCING STEEL OBSERVATION !~[~r~.~.E~l~..~n~
8901 Carpenter Frwy, Suil¢ #l a0
Date of Service: 02/02/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestern Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Drawings Utilized:
94051418.0148
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Civil Sheet 2050 of Specification Book, dated November 2003
Locations/Items Observed: Pavement at S side of Building #4, See attachments 1 & 2 for location of areas observed.
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT iNCORRECT
PLacing Drawings Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size j~ Proper Bar Placement X Slirrup Spacing & Typo
Sar Grade X Propedy Tied X Welded Splices
Rebar Clean X Dowel Bars in Place X Mechanical Splices
Trash & Debds Rerc~ved X Proper Bar Supports X Lapped Splices X
Number of Bars X Proper Cover/Clearance X
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: M. Garcia
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309acs
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
{1) TechniStructures
Hussein H. Abusaad, P.E.
Senior Project Manager
This report is exclusively for the use of the client indicated above and shall not be reproduced without written approval of Terracon