Coppell Trade-LR050614REPORT OF REINFORCING STEEL OBSERVATION
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Date of Service:
Client No.:
Client:
06/14/05
93345
Coppell Trade Center LP
5055 Keller Springs Rd Ste 300
Addison, TX 75001
Report No.:
Project No.:
Project:
94051190.0035
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
Civil C-2, dated 11/01/04
Locations/Items Observed: Pavement, see attached sketch
Test Method: Visual Observation
REPORT OF OBSERVATION
iTEMS OBSERVED CORRECT INCORRECT iTEMS OBSERVED CORRECT INCORRECT iTEMS OBSERVED CORRECT INCORRECT
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report TO:
Technician: R. Jones
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
309acs
General Contractor
ll'erracan
(1) Merriman Asscc Inc ~~*~ ~ ~.~
(1) McFadden & Miller
(1) Macatee Engineering Inc ~-
Robert D. Ray~.T.
Senior Proj ec~anager
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FIELD DENSITY TESTING
Report Number: 94051190.0004
Service Da~
Client: C~(~pell~P
At~'
5t05~Springs Rd Ste 300
Addison TX 75001
'lrerracan
8901 Carpenter Frwy, Ste #I00
Dallas, Texas 75247
(214) 630-1010
Report Date: June 14, 2005
Project: Coppell Trade Center- Bldg C
~,/~,~ NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Matedal Laboratory
No. Test Method
Description and Classification
Lab Test Data Project Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. 510810002 ASTM D 698 Dark reddish brown sandy clay
2. 510810065 ASTM D 698 Crushed limestone flexible base
Field Test Data
Test LiflJ Mat.
No. Test Locati(~n - Elevation No.
15.2 106.2 >/= Opt. 95
8.4 124.8 >/= Opt. 95
Probe Water Dry Unit Dry Unit
Depth Content Weight Weight
(inches) (%) (pct) (% compaction)
Spread Footing Bearing Holes
1B/24 5' BFG 1 6 16.2 90.0
2B/23 5' BFG 1 6 14.8 * 96.6 91 *
3D/22 5' BFG 1 6 14.3 * 107.4 100+
Flexible Base in Spread Footing Holes
4 E/24 3' BFG 2 6 2.7 * 128.0 100+
5 E/23 3' BFG 2 6 3.9 * 118.5 95
Datum: BFG = below final grade
Comments:
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method~STM D2922, ASTM D3017
Gauge ID: 2207
Technician: Laramie S. Chronister
Field Results Reported To: Ted
Report Distribution: ~/~~
(1) Coppell Trade Center LP (1) Merriman Asso~ Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by: _
(1) city of Coppell TX (1) Macatee Engineering Inc Robert D. Ray, S~
(1) City of Coppelt TX Senior Project ~ager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the Cise of the client
indicated above and shall not be reproduced except in full without the w~itten 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.
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