HomeMy WebLinkAboutPermit Field Test & Inspection Report 2004-4-7
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Rfeiffer ,
Engineering .LLC
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CD
606 Summit Blvd.
Springlield, OR 97477
Ph. (541) 747-3766
Fx, (541) 747-1183
For: Oregon Helical Piers, LLC
2734 Kalmia Street
Eugene, OR 97404-1854
Ph: (541) 689-1414
(800) 753-6689
~l1ecial Insoection Reoort
Job Name:
Address:
Cityl State:
~J::t-_I. t?f?C,.m~
C:;'5? ~I ~!...!
~DI2.I Lr~I~U) D~ip: .9]411
,
Inspection Date: 4 h / D4-
Time: ---2. : Ie:; -to-:2, ~ 45-PL1
Weather: ('j\lFD..~ :
This special inspection includes observation and oversight of the installation of the A.B.Chance helical
pier products listed below. The pier(s) were installed at the angle and to the depth and torque as
.~...v.,~j below.
For reference, this '<-l'un may identify the pier, by number, as shown on the engineering plans for this
project. Installation depths indicated are from grade to the deepest helix.
Insnedion Summarv
Project Pier No.: 1 (~T)
)( Helical Pier .. ..
Pier Mod. No.: Plt30-02J1Ga.. Type: SS:l:.c:iO - 6(U>/U X.. q::-t.
Installed Angle!l}: (_'"' Depth: _ ~ ft. Final Torque: ~(nt53 Ft-Lb.
@ :32OC:>P7.t ~
--X- Extension Sbaft(s)
Qnty.: #CI50-0047 (31/2 ft)
Qnty.: #C150-0008 (5 ft)
Qnty.: -.L #C150-0009 (7 ft)
Foundation Bracket
BraCket Mod. No.: Cl50-0121
Bracket Mod. No.: C150-0298
5/8" Brkt.-to-Fndn Bolts (2)
5/8" Brkt.-to-Fndn Bolts (2)
(\) Installation angle is measured from plumb
The engineer's ~;........ """,,^-Jig on this report is for the information as shown and for the number of
. sheets indicated (ifmore than one), and shall not apply to any additional documents, unless specifically
stated otherwise h~.~",:J1. For questions regarding this report (and the attached sheets), please contact
Oregon Helical Piers (541) 689-1414 or Pfeiffer Engineering LLC (541) 747-3766.
Rieiffer ,
Engineering .LLC
606 Summit Blvd,
S"',,,:: J, OR 97477
Ph. (541) 747-3766
Fx. (541) 747-1183
e
@
Soecial Insoection Reoort
For: Oregon Helical Piers, LLC
2734 Kalmia Street
Eugene, OR 97404-1854
Ph: (541) 689-1414
(800) 753-6689
Job Name: MAt<T A:l,J ~ll")E:-UG.E:.
Address: J;:)S2 uMJI"t",1 Tr>~l
Cityl State: '5PO.llJtiR~ D. {)~ip: 52J A- .,-,
Inspection Date: A-I-r /("')4
Time: '2 '. I C; '-m: ;z, '. A.~ PlJI
Weather: D\fF:;(2f .K..r '
This special inspection includes observation and oversight of the installation of the A.B.Chance helical
pier products listed below. The pier(s) were installed at the angle and to the depth and torque as
reported below.
For reference, this .,,}'u.; may identify the pier, by number, as shown on the engineering plans for this
project. Installation depths indicated are from grade to the deepest helix.
Insnection Summary
ProjedPierNo.: '2. c.~T) .
)( Helical Pier
. . I, J: "L,.."
Pier Mod. No.: f l~ - O'2t:L. Type: ~c,::; l '50 - P1 / LallU '" -. i:-T
Installed Anglel': (,,0 Depth: _ ~ ft.. Final Torque: .4PJA-. Ft-Lb.
o '2800 P7I. At="
---X- Extension Shaft(s)
Qnty.: i #C150-0047 (3 1/2 ft)
Qnty.: #C150-0008 (5 ft)
Qnty.: #C I 50-0009 (7 ft)
Fonndation Bracket
Bracket Mod. No.: CI50-0121
Bracket Mod. No.: C150-0298
5/8" Brkt.-to-Fndn Bolts (2)
5/8" Brkt.-to-Fndn Bolts (2)
(1) Installation angle is measured from plumb
The engineer's stamp appearing on this .,,}'u.; is for the information as shown and for the number of
sheets indicated (if more than one), and shall not apply to any additional documents, unless specifically
stated otherwise herewith. For questions .".,...Jing this report (and the attached sheets), please contact
Oregon Helical Piers (541) 689-1414 or Pfeiffer Engineering LLC (541) 747-3766.