Coppell Trade-LR050621REPORT OF REINFORCING STEEL OBSERVATION
'lrerracan
8901 Carpenter Frw~',, Suite #100
Dallas, Texas 75247
Date of Service:
Client No.:
Client:
Services:
Drawings Utilized:
06/21/05
93345
Coppell Trade Center LP
5055 Keller Springs Rd Ste 300
Addison, TX 75001
Report No.:
Project No.:
Project:
94051190.0045
94051190
Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
S2.02, Foundation Plan, dated 05/17/05
Locations/Items Observed: Slab-On-Grade at A-F/20-25
Test Method: Visual Observation
REPORT OF OBSERVATION
ITEMS OSSERVED CORRECT INCORRECT ITEMS OBSERVED CORRECT INCUI~I~CU ~ ITEMS OBSERVED CORRECT INCORRECT
~laalng Dra~ngs A~oroved X Bar Length and Shape X C0[urnn Tie Spacing & Type
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Results Report To:
Technician: K. Aksu
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStmctures
(1) City of Coppell TX
(1) City of Coppell TX
309sks
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
lrerracan
Robert D. R _~_ .E.T.
Senior Proj~t Manager
CONCRETE COMPRESSIVE. STRENGTH TEST
Report Number: 94051190.0030
Service Date: June 9, 2005
Client: Coppell Trade Center LP/'''~'
Attn: Al Sorrels J
5055 Keller S~s Rd Ste 300
AddisonyS001
'll'erracan
8901 Carpenter Frwy, Ste #I00
Dallas, Texas 75247
(214) 630-10f 0
Report Date: June 21, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time:
Supplier:
Truck No:
Mix I.D. No.:
Ticket No:
Sample Information
Sample Time: Date Cast: June 8, 2005
Technician: Contractor Made
Weather Conditions:
Placement Method:
Sample Locations: Footings @ B, C, D/20, 21; E/21
Placement Location: Footings
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result Specification Test Method
Set Specimen Diameter Area
No. ID (inches) (SCl. inches)
1 1 6.00 28.27
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/15/2005 7 94,550 3,340
1 2 07/06/2005 28
1 3 07/06/2005 28
Comments: Not tested for plastic unit weight.
Services - Pick up test cylinders cast by others and return them to the laboratory fol
Technician: Burl E. Thomas
Report Distribution:
(1) Ceppell Trade Center LP
(I) TechniStructures
(1) City of Coppell TX
(1) City of Coppetl TX
/lng and testing.~.~
(1) IVlerrlman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: ~.~
sRe~oerr tpDr ~jeRc~Y' a~n a'~; r
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.
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