HomeMy WebLinkAbout315 E Foothills Pkwy - Special Inspections/Engineering - 10/21/2015.N
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Monroe & Newell
Engineers, Inc.
Vail • Denver
October 21, 2015
The Beek Group
1001 17th Street
Suite PL 100
Denver,CO 80202
Attn: Josh Myers
Re: FFootllills Parking Garage
Foothills Mall, Ft. Collins, CO
(M&N#8600.06)
Dear Mr. Myers,
-* 81402It22.
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Monroe & Newell Engineers, Inc. observed the�foundat'iolls"for the p 'ki11g'gai'agejduring
construction. We also reviewed inspection reports prepared -by Ground Englneerillg.
To the best of our knowledge and belief, based on our visual observations, and the
information provided to us, the foundations for the parking garage appear to be
constructed in compliance with the construction documents prepared by our office and
approved by the Building Department.
If you have any questions or comments, please call.
Very truly yours,
MONROE & NEWELL ENIGINEERS, INC.
6�,JAA-Ie4
William j!'1..Newell, P.E., MASCE
www.momoe-newell.com
1400 Glenarm • Suite 101 • Denver, Colorado 90202
(303) 623-4927 • FAX (303) 623-6602 • email: denver@nionroe-newell.com
a � o.
ENGINEERING
December 16, 2015
Subject: Materials Testing, Building Summary
Letter, Foothills Mall Parking Garage, Fort
Collins, Colorado
Job Number: 14-0632
Permit Number:-
81 foZ 'Az 2-
Mr. Robert Walter
Walton Foothills Holdings, VI, LLC
5750 DTC Parkway, Suite 210
Greenwood Village, Co 80111
Attn: Mr. Walter,
This letter summarizes the materials testing Ground Engineering Consultants, Inc. (GROUND)
performed during the construction of the(Parking Garage at the Foothills Mall project located at
214 East Foothills Parkway in Fort Collins, Colorado. The materials testing was performed on a
part-time basis at times scheduled by the contractor or subcontractors.
Representatives of our office were on -site to periodically observe reinforcing steel and perform
concrete testing for elevated slab -on -decks. Samples of concrete were cast for compressive
strength testing during the construction of the reinforced concrete.
Representatives of our office were on -site to periodically observe the reinforcing steel and grout
placement during construction of the structural masonry. Samples of prisms, mortar and grout
were cast for compressive strength testing during construction of the structural masonry.
A Certified Welding Inspector (CWI) was on -site to observe4field wslded'and-boltod connecfions`
between 2/3/15 and 11/6/15. Observations were performed during the erection of the structural
steel.
Based on the test results and to the best of our knowledge, it is our opinion that the materials
tested as outlined above for structural masonry, reinforced concrete and structural steel were in
general accordance with project plans and specifications.
The materials testing as indicated above was periodically performed to provide data to the
Owner, Contractor, and Subcontractors to assist them in evaluating the general compliance of
LOVELAND OFFICE 2468 East 9th Street I Loveland, CO 80537 1 (970) 622-0800 1 www.groundeng.com
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