HomeMy WebLinkAbout2857 Des Moines Dr - Special Inspections/Engineering - 01/07/2003January 7, 2003
Irerracon
301 North Howes • P.O. Box 503
Paragon Fort Collins, Colorado 80521-0503
3000 Pearl Street — Suite 210 (970) 484-0359 Fax: (970) 484-0454
Boulder, Colorado 80301
Attn: Mr. Bob Hand
Re: Rigden Farms Development
2857 Des Moines Drive
Fort Collins, Colorado
Terracon Project No. 20015109
We are transmitting: ® Report No. 2
❑ under separate cover
® Field Data
Regarding:
❑ Laboratory Data ❑ Report ❑ Revised Report
❑
Compacted Fills
❑
Footings
❑
Concrete
❑
Asphalt
❑
Aggregate
®
Concrete Reinforcing
Steel
❑
Permeability Test
❑
Location Diagram
❑
Soil Samples
❑
Construction Material
Samples
❑
Moisture -Density
❑
Grain Size Analysis
❑
Masonry
❑
R-Value
❑ General Information
❑ Certifications
❑ Resumes
❑ Other
❑ Report will follow under
separate cover
On -site observation services were provided ❑ Full Time ® Part Time
We have not been asked to interpret the data or to make design and/or construction
recommendations based on the data, and cannot assume responsibility or liability for interpretation of
this data by others.
Remarks:
Sincerely,
TERRACON
k
tField!gineering ech an
Copies to: Addressee (2)
[`O• •;D A s•0.
� • e
David A. Riche �e.••••••.•��k�
GeotechnicaI En ent Manager
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Consulting Engineers & Scientists Since 1965
www.terracon.com
301
For North Howes
Fort Collins, Colorado 80521
erracon
Phone: (970) 484-0359
Fax: (970) 484-0454
SUMMARY OF REINFO EL OBSERVATION
Client Name Paragon
and Address: 3000 Pearl Street - Suite 210
+' A-'
Project No.:
20015109
Boulder, CO 80301
•
Observation Date:
12/11/02
Attn: Mr. Bob Hand
Report No.:
2
Project Name Rigden Farms Development
and Location: 2857 Des Moines Drive
• ,: 4,
'n�` • �`�
Inspector:
Glenn Ripka
p
Fort Collins, Colorado
Reviewed By:
David A. Richer, P.E.
Structure/Location Observed:
Garage Mono Slab
Specifications - Steel Grade: ❑ 40 ® 60 Other:
Reinforcing Cleanliness: Z Acceptable ❑ Unacceptable
Splicing - Specifications: 18"
Clearance and Cover: W
In -place Compliance
® Plans Used; Date of Plans:
❑ Full-time Observation
7. Met project requirements when initially examined. ® Yes
❑ No
❑ Shop Drawings Used; Drawing Date:
® Part-time Observation
2. Met project requirements when re-examined. ❑ Yes
❑ No
❑ Information Request No.:
❑ Memorandum Date:
Reinforcing:
2 #4 continuous top and bottom, wwf 6x6 w1.4xw1.4, 4" structural fill below slab
Comments:
The garage mono slab at the above referenced address was in general accordance with the project plans
® Copy left
at site: Left with: Bob Hand
Position: Company: Paragon
Weather Conditions: Clear, 35°F
EXCEPTIONS NOTED BELOW
TCMM A f%^kI —a_a__ .1— i1
bLaRcb u1ai uie above test anaror new observation services have been performed and the results are reported herein. This report, however, does not
relieve the contractor of the responsibility to comply with the plans and specifications. "Draft field reports are for information and subject to change upon review".