HomeMy WebLinkAboutReinforcement Steel Inspection Report 09.03.2015GeoCa
HEPWORTH - PAWLAK GEOTECHNICAL
5020 County Road 154
Glenwood Springs, CO 81601
Phone: 970-945-7968
Fax: 970-945.8454
hoaeoehooeotech.com
REINFORCEMENT STEEL INSPECTION REPORT
Client. Silich Construction Inc. Job No.: 115 066F Day: Thursday
Attn: Hayden Horsford Date: 913115
303 AABC, Suite J Page: 1 of 1
Aspen, Colorado 81611
Project: Proposed Residence, Lot 172, Ironbridge Development, 21 Bent Grass, Garfield County,
Colorado
Area of Inspection: Rebar and tendons for foundation post -tension slab
Reference Documents Structural Plans
Used: Sheets F1.0, FD1
Inspection Notes:
Inspection Status: Q Preliminary 0 Final
0 Concrete reinforcement as noted above was judged to be in reasonable conformance with the
referenced construction documents.
0 Exceptions Noted Missing tendon C and tendons are set up to pull in opposite direction of
plans
Verbal Eric with Silich Construction was informed that structural engineer would
Communication have to sign off on missing tendon and pulling tendons in opposite
direction.
Distribution
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Silich Construction — John Silich(John I1cF,cons uctfaa,.c 6m1
Paul Weiser Steven L. Pawlak, P.E.
Field Technician Reviewed By