HomeMy WebLinkAboutB12-0356 SPECIAL INSPECTION REPORT 061413.pdf B12 - 0356
Hepworth-Pawlak Geotechnical,Inc.
c'f)t 5020 County Road 154
G4 h Glenwood 5 s,Colorado 81601
Phone: 970-94-945--7988
HEPWORTH-PAWLAK GEQTECHNICAL Fax:970.945-8454
email:hpgeo@hpgeotech.com
June 13, 2013
R. A. Nelson &Associates
Attn: Chuck Collins
P. O. Drawer 5400
Avon, Colorado 81620
(cco ll ins@ganelso n.corn)
Job No. 112 316A
Subject: Summary of Observation and Construction Testing Results, Ford Park
Improvements, 530 South Frontage Road East, Vail, Colorado
Dear Chuck:
As requested, representatives of Hepworth-Pawlak Geotechnical observed the foundation
excavations and performed construction materials testing at the subject site starting
September 11, 2012 through June 13, 2013. We tested concrete placed at the site for
retaining walls, building foundations floor slabs and pavement areas. We observed
masonry and concrete cast-in-place concrete wall reinforcement. We tested masonry
grout and prisms and observed masonry wall construction. We tested trench and wall
backfill, and slab and pavement areas subgradc conditions and compaction. We also
tested asphalt pavement materials and compaction. Additionally, we observed the
construction and commented on the suitability of the MSE wall. At this time the project
is essentially complete.
The findings of our observations and testing results indicate that the construction is in
substantial conformance with the plans and specifications. Recent concrete testing for
exterior sidewalk areas is not complete at this time, but based on our experience with the
project mix we do not anticipate low test results with the sidewalk concrete.
Our field observations and testing reports have been or are being provided under separate
cover.
If you have any questions or need further assistance, please call our office.
Sincerely,
HEPWORTH ry�K CAL, INC.
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David A. Young, P.E.
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cc: RA Nelson &Associate owalski(mkowalski( ,ranelson.com)
Parker 303-841-7119 • Colorado Springs 719-633-5562 • Silverthome 970-468-1989