HomeMy WebLinkAbout900 ROLLAND MOORE DR - SPECIAL INSPECTIONS - 8/20/2013 (2)August 20, 2013
Campus Crest Communities
2100 Rexford Road #414
Charlotte, North Carolina 28211
Attention: Mr. Mark Kendall
Martinez
Associates
Quality Control & Materials Testing
Subject: Construction Materials Testing and Observations
The Grove at Fort Collins
Building Number 1
Fort Collins, Colorado
Martinez File No. 12-0015-001
As requested, Martinez Associates, LLC (Martinez) performed construction materials testing and
observation services during construction of Building Number 1 at the referenced project. These services
were performed between November 20, 2012 and December 27, 2012 on an as requested basis.
Martinez performed the following services:
• Performed compaction and moisture content tests at representative locations during building
post -tensioned slab -on -grade subgrade preparation;
• Observed reinforcing steel placement for number of bars, size, lap length, and concrete cover
for grade beams and post -tensioned slab -on -grade in general accordance with approved
structural engineering plans;
• Observed post -tensioned cables for size, location, and spacing in the slab -on -grade in general
accordance with the approved structural engineering plans;
• Observed the stressing of the post -tension cables per the project plans and specifications and
submitted the results for review and acceptance; and,
• Sampled and tested freshly mixed concrete in the field and performed compressive strength
tests on concrete samples in the laboratory from concrete placed for grade beams and post -
tensioned slab -on -grade.
Martinez Associates, LLC
1600 W. 13`h Avenue Denver, CO 80204 1 Phone: 303.459.2216 1 Fax: 303.482.2230 1 www.martineztesting.com
Martinez
Associates
Campus Crest Communities
The Grove at fort Collins
File No. 12-0015-001
August 20, 2013
Results obtained from the above observations and tests were compared to the project plans and
specifications.
Based on our observations and test results, it is our opinion that the construction materials at the
observed and tested locations were in general accordance with applicable project plans and
specifications at the time of our observations and tests.
This report has been prepared for the exclusive use of our client for specific application to the project
discussed and has been prepared in accordance with generally accepted practices. No warranty, express
or implied, is provided. In the event that any information furnished to us, as outlined in this report, is
inaccurate or changes, the conclusions and recommendations contained in this report shall not be
considered valid unless the changes are reviewed and the conclusions of this report modified or verified
in writing by the engineer.
If you have any questions or if we may be of further assistance, please do not hesitate to contact us.
Sincerely,
MARTINEZ ASSOCIATES, ILL
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Copies to: Addressee (2)<1— via email>
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James N. Martinez
Principle Professional