Park West Crossing-LR160805
REINFORCING STEEL OBSERVATIONS REPORT
Report Number:94151183.0239
* Report Contains Deviation(s)
Service Date:08/05/168901 Carpenter Fwy Ste 100
Report Date:08/08/16 Dallas, TX 75247-4547
214-630-1010 Reg No: F-3272
ClientProject
ML Realty PartnersPark West Crossing - Phase 2
Attn: Timothy GeislerSEC Freeport Pkwy & Southwestern Blvd
One Pierce Pl Ste 450WCoppell, TX
Itasca, IL 60143
Project Number: 94151183
PROJECT DATA
Drawings Utilized:Shop Sheets/Details PNL E-1 to PNL G-6 Dated at 6-24-16
Locations/Items Observed:Building E, Panels 25-29, 73A, 73B, and 65;
Building F, Panels 51-53, 13, 1, and 62;
Building G, Panels 31-38, 41-48, 59, 50, and 58
Test Method:Visual Observation
REPORT OF OBSERVATION
ITEMS OBSERVEDCORRECTINCORRECTITEMS OBSERVEDCORRECTINCORRECT ITEMS OBSERVEDCORRECTINCORRECT
Placing Drawings
XXX
Bar Length and ShapeColumn Tie Spacing & Type
Approved
XXX
Bar SizeProper Bar PlacementStirrup Spacing & Type
XX
Bar GradeProperly TiedWelded Splices
XX
Rebar CleanDowel Bars in PlaceMechanical Splices
XXX
Trash & Debris Removed Proper Bar SupportsLapped Splices
XX
Number of Bars Proper Cover/Clearance
Discrepancies/Comments:
Any discrepancies found were Not corrected prior to completion of this observation.
Building F
P1 - missing 9-#3 ties at bottom; P51 - missing 13-#3 support ties; P53 - missing 15-#3 support ties at L and R jambs; P52 -
missing 42-#3 support ties
Building G
P38 - missing 33-#3 support ties at mid span
Services: Reinforcing steel (rebar) placement observation.
Terracon Rep.: Justice Sagoe
Reported To:Damon
Contractor:Structure Tone Southwest
Report Distribution:
(1) ML Realty Partners, Timothy Geisler(1) City of Coppell TX, Matthew Mabry
(1) Halff Associates Inc, Hunter Starkey(1) ML Realty Partners, John Benson
Reviewed By:____________________________________
(1) O?Brien Architects , Richard Nordyke(1) Structure Tone Southwest Inc., Damon
James D. Baze
Renaud
(1) Structure Tone Southwest Inc., Robin (1) TechniStructures, Jason Owens
Project Manager
Povey
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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R940003, 07-01-12, Rev.0