Amberpoint BP 2R-LR060111REPORT OF SOIL-LIME MIXTURE PULVERIZATION
'l rracon
Date of Service:
Client No.:
Client:
01/11/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0062
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Contractor:
Test Location:
Rogers-O'Brien Construction
Building #4 560' x 90'
210'S of NW comer
Test Method: NTCOG
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
1-3/4" SIEVE #4 SIEVE
TEST LOCATION % PASSING % PASSING
NO.
1 Approximately 60' E & 240' S of NW comer of Building #4 100 62
2 Approximately 120' E & 270' S of NW comer of Building #4 100 63
3 Approximately 180' E & 300' S of NW comer of Building #4 I00 67
4 Approximately 240' E & 240' S of NW comer of Building #4 100 72
5 Approximately 300' E & 270' S of NW comer of Building #4 100 70
6 Approximately 360' E & 300' S of NW comer of Building # 100 63
7 Approximately 420' E & 240' S of NW comer of Building #4 100 75
8 Approximately 480' E & 270' S of NW comer of Building #4 100 62
9 Approximately 540' E & 300' S of NW comer of Building #4 100 71
10 Approximately 560' E & 240' S of NW comer of Building #4 100 65
Comments:
Technician: D. Drogos
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1} City of Coppell TX
309pr
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStmctures
Hussein H. Abusaad, P.E.
Senior Project Manager
l rracan
WATER INJECTION OBSERVATION
(214) 630-1010
Date of Service: 01/11/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0058
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.: 3rd No. of Probes: 4 Per Rig/3 Rig On-site Probe Length: 10 feet
OBSERVATION
SPECIFICATION Yes No N/A
Suffactant 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:
1. The injector, Jowell did not get the 7 feet depth in several locations because the ground
was too hard.
2. The injector, Jowell did not get refusal in each location because they were rushing their drops
of 18 inch intervals.
Field Results Report To:
Technician: J. Johnson
Report Distribution:
(1) Tmnswestem 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 report 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
] ffacon
8901 Carpenter Fnay., Suite
#100
Dellas, Texas 75247
Date of Service:
Client No.:
Client:
Location:
01/11/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Building #6
Report No,:
Project No.:
Project:
General Contractor:
94051418.0058
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Rogers-O'Brien
420' ·
1/11/06
Building #6
pass #3 1/11/06 Pass #4
S
~-so!'~ E
170'
This report is exclusively for the use of the client indicated above ar~l shall not be reproduced in full without written approval of Terracon.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0036
Service Date: January 3, 2006
Client:
Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 7,5244
refracon
8901 Carpenter Frv~, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: January 11, 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:
Supplier: Lattimore
Truck No: 1106
Mix I.D. No.: 1261
Plant: 3
Ticket No: 3206902
~ormation
Sample Time: 3:30pm Date Cast: January 3, 2006
Technician: Carlos D. Dotson
Weather Conditions: Clear
Accumulative Yards: 3
Placement Method: Direct Discharge
Sample Locations: Inlet at Lateral F-2, Sta. 0+12.79
Placement Location: Inlet at Lateral F-2, Sta. 0+12.79
Field Test Data
Test Result
Slump, inches: 4.00
Air Content, %: 3.1
Concrete Temperature,° F: 71
Ambient Temperature, o F: 66
Plastic Unit Weight, pcf: 141.6
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
1 4
Services -
Specification
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at
Date Test
Tested (days)
01/10/2006 7
01/10/2006
01/31/2006
01/31/2006
Maximum Compressive
Load Strength
(lbs) (psi)
82,300 2,910
7 81,600 2,890
Average 2,900
28
28
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Cados D. Dotson
Report Distribution: ~
(1) Transw~stern 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 actua~ samples tested at the location(s) referenced and are not necessarily indicative of the proper[les of other apparently similar or identical
materials. Page 1 of 1