Amberpoint BP 2R-LR0601128901 Carpenter Frwy,, Suite #100
Dallas, Texas 7~247
(214) 630-1010
Date of Service: 01/12/06 Report No.:
Client No.: 93345 Project No.:
Client: Coppel] Trade Center LP Project:
5055 Keller Springs Rd Ste 300
Addison, TX 75001
94051190.0185
94051190
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Services:
Drawings Utilized:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Sheet #2, dated 03/17/05
Locations/Items Observed: Two (2) Temporary Spread Footings along W Building Line at Loading Dock Expansion
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCvMM~:CT ITEMS OBSERVED CoeI.=CT Ir~COMM=c'r
Placing DrawP~gs Approved X Bar Length and Shape X Column Tie Spacing & Type
Bar Size X Proper Bar Placement X Stirrup Spacing & Type
~ar Grade X Prpeedy Tied X Welded Splices
Rebar Clean X Dowel Bars in Ptace X Mechanical Splices
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: P. Labecki
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
309pdr
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Robert D,//~ay, S.E.T.
Senior t~6ject Manager
This report is exclusively for the use of the client indicated above and shall not pe reproduced without wfitien approval of Terracon.
WATER INJECTION OBSERVATION
] fr lcon
8901 Carpenter F m~/., Suite #1 DO
Dallas, Texas 75247
(214) 630-1010
Date of Service:
Client No.:
Client:
Location:
01/12/06
5O854
Transwestern Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Building #6, see attached sketch
Report No.:
Project No.:
Project:
General Contractor:
Injector:
94051418.0065
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.: 4th No. of Probes: 4 Per Rig/3 Rigs On-site Probe Length: 10 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: 1. The injector, Jowell did not get the 7 feet depth in several locations because the ground
was to hard.
Field Results Report To:
Technician: J. Johnson
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
99pdr
(1) Rogers O'Brion 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 wri[~en approval of Terracon
WATER INJECTION OBSERVATION
lrerracon
Date of Service:
Client No.:
Client:
01/12/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Report No.:
Project No.:
Project:
94051418.0065
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Location:
Building #6
Not to Scale
420' 1.
Building #6
1/12/06
Pass #4 S
Building #5
md shall not be reproduced in full without written approval of Terracon.
REPORT OF LIME DEPTH CHECKS
1 rerracon
Date of Service:
Client No.:
Client:
Contractor:
General Location:
Test Method:
Comments:
01/12/06
50854
Transwestem Commercial Services
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
Rogers-O'Brien Construction Co.
Building Pad #4
NTCOG
Report No.:
Project No.:
Project:
94051418.0066
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
REQUIRED DEPTH ACTUAL DEPTH
TEST LOCATION OF LIME OF LIME
NO. (in.) (in.)
1 20' S & 20'E of NW comer 6 9 1/2
2 100'S & 100'E of NW comer 6 9 1/4
3 150' S & 60' E of NW comer 6 9 1/2
4 200' S & i00' E of NW comer 6 9 3/4
5 250' S & 200' E of NW comer 6 9 1/2
6 300' S & 300' E of NW comer 6 9 1/4
7 300' S & 100'E of NW comer 6 9 1/2
8 30' S & 100'E of NW comer 6 10 1/8
..~/~. ~"~ V,
,
Technician: A. Rendon
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309pdr
(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 usc of the cl/ent indicated above and shall not be reproduced in full without written approval of Tercacon.
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214-630-1010
Date of Service: 01/12/06 Report No.:
Client No.: 50854 Project No.:
Client: Transwestem Commercial Services Project:
5001 Spring Valley Rd Ste 600 W
Dallas, TX 75244
94051418.0063
94051418
AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Contractor:
Test Location:
Rogers-O'Brien Construction
Building 4/4 (120' x 560')
Approximately 300' S of NW comer
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NTCOG
1-3/4" SIEVE #4 SIEVE
TEST LOCATION % PASSING % PASSING
NO,
1 Approximately 80' E & 310' S Building Pad #4, NW comer 100 62
2 Approximately 160' E & 390' S Building Pad #4, BTvV comer 100 65
3 Approximately 240' E & 410' S Building Pad #4, NW comer 100 63
4 Approximately 320' E & 410' S Building Pad #4, NW comer 100 60
5 Approximately 400' E & 390' S Building Pad #4, NW comer 100 60
6 Approximately 480' E & 310' S Building Pad 4/4, NW comer 100 64
7 Approximately 560' E & 390' S Building Pad #4, NW comer 100 62
Comments:
Technician: D. Drogos
Report Distribution:
(1) Transwestern Commercial Services
(1) City of Coppell TX
(1) City of Coppell TX
309pdt
(1) Rogers O'Brien Construction Co
(1) O'Brien & Assoc
(1) TechniStructures
Hussein 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 written approval of Terracon