HomeMy WebLinkAbout2351 Pinecone Cir - Special Inspections/Engineering - 05/24/200714�7fZ
REINFORCING STEEL OBSERVATION REPORT
Client Name: CITY OF FORT COLLINS Observation Date:04/1 g/2007
Project: STEWART CASE PARK
Field Rep: JACK PAPPERT
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Project Number: FC04010.000
Report Number. 2
PLACEMENT TYPE OBSERVED:
O Grade Beam O Structural Slab 0 Footing
0 Pier Cap O Slab on Grade O Wall
❑ Column ❑ Slab on Deck ❑ Other
PLACEMENT LOCATION: We observed the reinforcing steel for 24-inch diameter circular footings for
the new shelter at Stewart Case Park.
PLANS:
Plans were prepared by Litchfield Industries, project 16' Pittsburg
Hexagonal Duo -Top Shelter, dated 1123/07, pages 1 & 6.
ITEMS CHECKED:
0 Bar Size
0 Bar Quantity
0 Lap Length
0 Cover
O Form Void
0 Dowel Bars
O Other
0 Reinforcement was placed in general conformance with approved drawings and
standard construction practice. Contractor to ensure proper coverage is
maintained at time of concrete placement
REMARKS AND/OR
DEFICIENCIES NOTED:
REINSPECTION REQUIRED? No I p
CTL Thompson, In
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ERIC D. BERNHARDT,
MANAGER OF FIELD SE sFt.S r
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351 Linden Street I Sulte 1401 Fort Collins, CO 805241 Phone: 970-206-84551 Fax: 970-206-9441
CITY OF FORT COLLINS
PARK PLANNING & DEVELOPMENT
215 NORTH MASON STREET
P.O. BOX 580
FORT COLLINS CO 80522
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LETTER OF TRANSMITTAL �� e
Date: MONDAY, APRIL 23, 2007
Project: STEWART CASE PARK
Project No: FC04010.000
WE ARE TRANSMITTING: Reinforcing Steel Observation Reports
FOR DATES: 4/19/2007
REMARKS: See attached summary reports for information.
COPIES MAILED TO:
CTL I Thompson,
/L_ t ?1
ERIC D. BERNHARDT,
MANAGER OF FIELD
351 Linden Street I Suite 1401 Fat Collins, CO 805241 Phone: 970-206-94551 Fax: 970-206-9441
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CITY OF FORT COLLINS
PARK PLANNING & DEVELOPMENT
215 NORTH MASON STREET
P.O. BOX 580
FORT COLLINS CO 805n
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LETTER OF TRANSMITTAL ' e -;70
Date: MONDAY, MAY 21, 2007
Project: STEWART CASE PARK
Project No: FC04010.000
WE ARE TRANSMITTING: Weld and/or Bolt Inspection Results
FOR DATES: 5/17/2007
REMARKS: See attached summary reports for information.
COPIES MAILED TO:
CTL I Thompson, Inc
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ERIC D. BERNHARDT, Fktr I �
MANAGER OF FIELD SEIWIPES
351 Unden Street I Sufte 1401 Fat Colin, CO 80524 1 Phone: 970-206-9455 1 Fax: 970-206-9441
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WELD / BOLT INSPECTION REPORT SUMMARY
Client Name: CITY OF FORT COLLINS
Project: STEWART CASE PARK
Project Number. FC04010.000
Report Number: 1
TYPE OF INSPECTION ! APPLICABLE CODE
O Visual Weld
AWS D1.1.02 Table 6.1
❑ Magnetic Particle Weld
AWS D1.1-02 Sect 6.10
O Liquid Dye Penetrant Weld
AWS 131.1-02 Sect. 6.10
Location and Description of Work:
WELDS
BOLTS
Inspection Date: 05/17/2007
Field Rep: JACK PAPPERT
❑ Ultrasonic Weld ❑ Decking
AWS D1.1-02 Sect. 6.13 AWS D1.3-02 Sect. 4.5
O High Strength Bolt A SC Spec. for structural
Joints Using ASTM A 325 or A490 Botts, Sect 8 8 9.
12 Anchor Bolts
Project SpedNcations
As requested by Pat with GL Hoff. we visited the site for an inspection of the bolts on the hexagonal shelter at Stewart
Case Park. We inspected the anchor bolts over the grouted baseplates. These bolts were in a snug tight condition. The
upper bolts were enclosed by the roof, so were not accessible for an inspection.
At the time of our inspection, the items observed met the quality standards sited above unless noted below.
❑ Discrepancies were observed, please see the attached Outstanding Discrepancies list.
Specific information Is presented on the following inspection reports.
351 Unden Street I Suite 1401 Fort Collins. CO 805241 Phan: 970-2064MM I Fax: 970-2W9441