HomeMy WebLinkAbout18-7-259 (05-22-18) reinforce steel_1.pdf H P Ku mAR 5020 County Road 154
Glenwood Springs, CO 81601
Geotechnical Engine g I L_ Phone: (970)945-7988
Materials Testing I Environmental
Fax: (970)945-8454
Email: hpkglenwoodakumarusa.com
Office Locations: Parker, Glenwood Springs, and Silverthorne,Colorado
REINFORCEMENT STEEL INSPECTION REPORT
Client: Viele and Company Project No.: 18-7-259 Day: Tuesday
Attn: David Viele Date: 05-22-18
P.O. Box 4310 Page: 1 of 1
Vail, Colorado 81658
Project: Proposed Residence, Lot 12, Block 1, Potato Patch, 790 Potato Patch Drive, Vail,
Colorado
Area of Inspection: Unit B & C footings and epoxied dowels for Unit B & C footings and
walls.
Reference Documents Structural drawings provided by the contractor.
Used:
Inspection Notes: Holes were a minimum of 4" deep and blown and brushed freee of debris
prior to application of Dayton Superior all Weather J51W Epoxy.
Inspection Status: ❑ Preliminary ® Final
® Installation of dowels as noted above was judged to be in reasonable conformance with the
referenced construction documents.
❑ Exceptions Noted:
Verbal Contractor was informed of our inspection.
Communication:
Distribution:
Viele and Company-David Viele(davidAvieleandcompany.com)
Viele and Company—Ed Glut(ed anvieleandcompanv.com)
KRM Consultants—Nicholas Ripp(nicholasakrmconsultants.com)
Pierce Architects—Jordan Kalasnik(ikalasnikavailarchitects.com)
Alan Kildow(alkildowaaol.com)
/kac
Justin Orgill Daniel E. Hardin, P.E.
Field Technician Reviewed By