Amberpoint BP 2R-LR0601308901 Carpenler F~r Su[le #100
Dallas, Texas 75247
(214) 630-1010
Date of Service: 01/30/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem CommercialServices Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0141
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Location:
Building #6, see attached sketch
General Contractor: Rogers-O'Brien
Injector: 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.: 5th 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 o f injection was 10 feet. X
Spacing of injection was 5 feet maximum. X
Injection to refusal at each location. X
Comments: The injectors started injection pass 5 at 45 feet north of the south edge of Building #6. Three (3)
injection rigs were used on this date.
Field Results Report To:
Technician: L. Ratcliff
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99sks
(1) Rogers O'Brien Construction Co
(1) O'Elrien & Assoc
(1) TechniStructures
Hussein H. Abusaad, P.E.
Senior Project Manager
This repod is exclusively for the use of the client indicated above and shall not be reproduced in full wdhout wrilten approval of Terracon.
8901 Carpenter Frwy, Suile #q00
Dallas, Texas 75247
(2~4) 630~1010
Date of Service: 01/30/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0141
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Building#5
720'
170'
Building#6
5th pass, southern third begirmgin
at 45' N of S building line
Not to Scale
N
S
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number; 94051418.0099
Service Date: January 20, 2006
'1 rerracon
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 30, 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: 10:31am Plant: On-site
Supplier: Potter Concrete
Truck No: 109 Ticket No: 102315
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 8.25
Air Content, %: 0.9
Concrete Temperature, o F: 72
Ambient Temperature, o F: 69
Plastic Unit Weight, pcf: 149.1
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
Sample Information
Date Cast: January 20, 2006 Time: 11:00am
Technician: Terry Smith Insp/Testing
Weather ConditionsSunny and windy
Accumulative Yards: 80
Placement Method: Direct Discharge
Sample Locations: Pier H/7 and Pier J/1
Placement Location: Piers
Specification
5-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/27/2006 7 98,090 3,470
1 2 02/17/2006 28
1 3 02/17/2006 28
1 4 03/17/2006 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 repor~ 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 transrnitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the proper[les of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0099
Service Date: January 20, 2006
Client:
Transwestem Commercial Services
Attn: Jim Gaspard'
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: January 30, 2006
'irerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3000 psi ~ 26 Days
Batch Time: 1:24pm Plant: On-site
Supplier: Potter Concrete
Truck No: 109 Ticket No: 102321
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 0.9
Concrete Temperature, o F: 73
Ambient Temperature, o F: 75
Plastic Unit Weight1 pcf: 150.9
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inche.s)
2 1 6.00 28.27
Sample Information
Date Cast: January 20, 2006 Time: 1:33pm
Technician: Terry Smith lnspFFesting
Weather ConditionsSunny
Accumulative Yards: 140
Placement Method: Direct Discharge
Sample Locations: Pier J/2
Placement Location: Piers
Specification
5-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/27/200~ 7 100,380 3,550
2 2 02/17/2006 28
2 3 02/17/2006 28
2 4
03/17/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry Smith Insp/Testing
Repod Distribution:
(1) Transwestern Commercial Services (1) O'6rien & Assoc
(1) City of Coppell TX (1) TechniStructures Reviewed /'Z~ J
(1) City of Coppell TX by: _
(1) Rogers O'Bden Construclion Co Hussein H. Abusaad, P.E.
Senior Project Manager
The tests were performed in general accordance with applicable ASTM, AAS HTO, or DOT test methods. This repod 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.