HomeMy WebLinkAboutB14-0214 Special Inspection report.pdf 03)TOWN OFVAIL
FINAL REPORT OF SPECIAL INSPECTIONS
Project: 1325 Westhaven Circle Permit Number: /3/1/-0,1/`/
Project Location: 1325 Westhaven Circle
Owner
Address City: Zip:
Special Inspections Agency
Design Pro#essienal ftrGhat=ge:GROUND Engineering Consultants, Inc .
Address: PO Box 464
City: Gypsum State: CO Zip: 81637 Phone: (970) 524-0720
Fax: (970) 524-0721 E-mail: chris .hutto@groundenq. com
carl .henderson@groundeng.corn
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
*Helical Piles Only - See Report 14-6603 .helicalpier. 141103 .prt*
Prepared by:
Carl Henderson, P.E. ' ,4Y
06610*,"
T pe or Print N. e 0:.• 38082 0!
_•
Si.nature 0r„;
2-5-2018
Date
Preparer's Seal and Signature Required
-12-
GRO1.IND Client: Mr.Thomas Weber
Great Divide Construction,Inc.
• PO Box 1292
ENGINEERING CONSULTRNTS Gypsum,CO 81637
1325 Westhaven Circle - Helical Piers
Helical Pier Cover Report
Date: November 3,2014 Job Number: 14-6603
General Contractor: Great Divide Construction,Inc. Rep. Notified: Web
As scheduled, a representative visited the project site to perform special inspections on helical piers at
requested locations.
Comments or Photos:
at
M ..
e �
Yes No
Discrepancies reported this date? Q Q
How Many Pages Attached: 1
Field Representative: Shane Sorensen
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper
GRO'LIND Client: Mr.Thomas Weber
Great Divide Construction,Inc.
•
PO Box 1292
ENGINEERING CONSULTANTS Gypsum,co 81637
1325 Westhaven Circle - Helical Piers
Helical Pier Log
Installation Date: November 3,2014 Job Number: 14-6603
General Contractor: Great Divide Construction,Inc. Rep.Notified: Web
Installation Contractor: Great Divide Construction,Inc. Rep.Notified: Web
Pier Manufacturer: Helipile Torque Method: Shear pins
Installation Equipment: Hydraulic torque head with rotational brace arm
Installation Area: Foundation for NW corner column of hot tub deck
Pier Designation 1 2 3 4
Pier Location SW corner NW corner NE corner SE corner
Ground Surface(ft.) 0 0 0 0
c
0
m Planned Top of Pier(ft.) 0.3 0.3 0.3 0.3
0
w
Deviation(ft.) 0 0 0 0
Horizontal Deviation(ft.) 0 0 0 0
c
0
.N Inclination Angle(°) 15 12 0 20
0
0_
InclinationDeviation(°) 0 0 0 0
Required Minimum(ft.) N/A N/A NIA N/A
.c
c Total Installed(ft.) 10 9 8 5
J
Above Ground(ft.) 0.3 0.3 0.3 0.3
71)4 Length(ft.) 5 5 5 5
E
o
0 Number of Helices 1 1 1 1
75 Helix Diameter(s)(in.) 8 8 8 8
u, Installed Lengths(ft.) 2 1 1 1
c
0
c Helices(if any) 0 0 0 0
X
Lu Cut-Off Length(ft.) 4.7 0.7 1.7 4.7
Required Torque 1000 1000 1000 1000
o (ft.-lbs.)
.773 ), Final Torque
-
E U (ft.-lbs.) 2000 -
0
1— Other - Refusal Refusal Refusal
Planned Type
E (e.g.,bedrock)
a Planned Penetration(ft.) - - - -
Actual Penetration(ft.) - - - -
Field Technician: Shane Sorensen
Comments: We witnessed torquing after piers were installed.Web with Great Divide Construction,Inc.supplied depth information
to us.
www.groundeng.com
Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper