HomeMy WebLinkAbout6102 Claire Ct - Special Inspections/Engineering - 10/24/200312-29-203 11:18AM FROM CVSTOM ENVIRONMENTS 970 223 0633 P"S
Helix Pier Installation &port:
Per the clients request, a representative of SECURE has visually observed the
SECURE
installation of Helix Piers at the site referenced below. Tile following s>rnunarizes FOUNDATIONS & STRUCTURES, INC.
our observations and opinions at the time of our visit.
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Site Address:
Client.•
P. 0. (3ox' 27065`i Fc+rr 41tois Co $0-5z7
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Secure .fob #: SF—l90 Sheet i of ! Y,at:- Block
Date: °3 Contact: Ci-a.ite &o-114 Subdivision:
pier Manufacturer and Size: A A — Installation Contractor: Cwro— env+ro^.^�NrS
Installation Equipment: BQ,tclwc wtc� Torque Measurement Method: 3 „cr�►llcd
�Cru�Q 12�DOO /b 7e»�t C&%Ver-reX-- 12je,%S To oW.W ivv-. Tbrsio�� �s
Required Torque
ft-lbs)
Final Torque
(ft-ibs
Intermittent Torque / Comments
pier
Minimum
Depth
Final Depth
7 000
7, 500`/_
7 000
7 SW +�
2efusA�►
2
l y
lS
7 ao 0
7Soor/
3
►y
7 cno
loco
7s�`•�
7,500
1 N
Ids
5
700
7.So0` ,:
�i ,S..Q
y
i7
ti
7. coo
7,1W -14-
Acfu s-k
Comments:
M 0r" weet /Ka„n,'f . S-ra AV/
3' o.D. 0 2so" L J�d iZ44 seer%o"+s
1yj 5, 2 z° 0 hebea blade .
Summary of opinions -
It is our opinion that the helix piers were installed in
general accordance with the foundation plan.
❑ It is out opinion that the helix piers were installed
improperly, and the corrective meastuemmts under
comments nccd to be taken.
Sketch
0
Ob,
'.'Vej HAW,
Ply .rr':�ii-4�1i—
E-O # 33340
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Field Representative: Lwaral A. Perko Reviewed By:
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