HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-29 (2)
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DIAMOND ENGINEERING, LLC
121 Jefferson Street, Oregon City, Oregon 97045
Phone: 503-723-7237 - Cellular: 971-235-4301 - ema1l: chamondengmeer@ms~.com
RECORD OF SITE VISIT
Date: June 29,2006
Job #: 05032
Time: 11 :30 am
Job Name: Bayberry Commons ALF
Springfield, Oregon
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Engineer: David Gorton
Attendees: Burt Walter
David Gorton
Weather: Partly Cloudy, 75 degrees
Purpose of Visit:
Observer reinforcement placement at exterior turn down foundation and mid-slab grade
beams. Review types and locations of hold down bolts.
Progress of Construction:
P!e-foundation
Comments:
It appears that all foundation reinforcement is of proper size and location with the correct
clearances. All 'J-Bolts' and hold down threaded rods will be placed during the concrete
pour.
After reviewing the foundation plan on site, it appears there was an error in the size and
location of some shear walls and hold downs. Please review the attached revised sheet
S 1 for changes.
cc: Tony Koach
6/30/2006
Site Visit 062906
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Carlson Testing, Ince
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\1am Office
POBox 23814
Tlgard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
Salem Office
4060 Hudson Ave, NE
Salem, Oregon 97301
Phone (503) 589-1252
Fax (503) 589-1309
Bend Office
POBox 7918
Bend, Oregon 9771
Phone (541) 330-9]
Fax (541) 330-91(
Daily Report of Reinforced Concrete
.. ..---.. _ .___:z!i::I__..____ _, __.
In some cases more than one box may be checked for a gIven Item
SCOPE OF INSPECTION CONCRETE
Checked m wIth supenntendent or chent representatIve MIX DesIgn approved? 0 Yes 0 No
Name
Project:
Address:
cn representative
(Inspector Name & Cert No)
SpecIal Inspection for Dperrmt DDFS #(s)
Company
2 Type of work 0 Concrete 0 Remforcmg
3 Work mcluded 0 Samplmg 0 InspectIOn
4 Inspection was "IBC" 0 Contmuous 0 Penodlc
5 Work performed 0 In the field 0 At precast shop
REINFORCING Yes No N/A
. I RevIewed prevIOus mspectIOn reports?
2, Fonns clear of debns?
3, Type, grade, SIZe, quantity, spacmg and I
COndItIOn conform?
4, Venfied fonns wIll nommally result m hardened I
concrete of the requrred cross-sectIOnal
dlll1enSIOns
5 Venfied location of remforcmg steel, pIpes,
condUIts and sleeves WIth respect to
mIlllmum concrete cover
6 Venfied type and locatIOn ofsphces, length
of contact laps, and mm dIameter of bends
7 Venfied support & anchorage of remforcmg
steel m the fonns
8 Venfied structural embedments m the fonns
With regard to fabncatIOn, qualIty and type,
9 Venfied structural embedments m the fonns
With regard to weld mspectIOn, quantity. and
oerrmts Issued,
IO Venfied cast m place anchors :
DescnptIOn of structure mspected [to mclude gnd lInes,
elevations (floors) and drawmg detaIls]
en Job #:
was on SIte thIS date
. to perfi
JUrIsdICtiOn
DN/A
2 MOllltored loads amvmg at Job SIte for correct:
MlX#.
Slump % Arr
3, Type of samples made?
Number of sets Samples per set
4 Inspected placmg and consolIdatIOn of approx,
CUbIC yards of concrete
Temp
LocatIon of concrete placement [to mclude gnd lmes, elevation
(floors) and draWIng detaIls]
REPORT SUMMARY
Work mspected was 0 Completed 0 In progress
2 Completed work mspected Dwas Dwas not
m comphance WIth
o Approved plans and speCIficatIOns 0 Shop drawmg
o RFI 0 DeSIgn change 0 Subnuttal 0 N/ P
Document #(s) dated'
3 NoncomplIance Item(s) were noted tlus date, detaIls on
follOWIng page(s) 0 Yes 0 No 0 N/A
4 Noncomphance Item(s) were remspected thIS date, detaIls
on followmg page(s), 0 Yes 0 No 0 N/A
o Conform 0 Remam m progress
Report( s) findmgs were dIscussed and left WIth
of
Based on the Code, approval IS reqUIred from the BUIldmg OffiCIal before the SPECIAL INSPECTED Items noted above can be
covered CaIlson Testmg has no authOrIty to dIrect \\ork of contractors or subcontractors
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