HomeMy WebLinkAboutPermit Field Test & Inspection Report 2010-03-18ITffiLAT
525 NSi Secr.rnii Street, Crrvallis.Oregon 97330
It800.33ij.8855 ph 541 i5$.13{i? fi 541.i53.?264
wl/vilclaarc0npanl.com
Daily Field Report
TimeArrived: ll:30AM Project#: 1266401Date: 3ll8l20l0
Project Name: Hilton Garden Inn
No.: 8'7
Address:3% Gateway, Springfield, OR
Building: Hotel
Permit#: 09-C8-1082 ClientName: AssociatedConsultant
Special Inspection: I
E Reinforcing Steel
E Reinforced Concrete
E Concrete Forms
E Structural Masonry
E shotcrete
E opo*y Anchors
I ri.. Proofing
I oth..,
Period:
Type of Inspections Performed
WeatherConditions: clear
Type
Type of Material:
Supplier
Mix #
Slump/Flow (in.)
Material Temp. (oF)
Ambient Temp. (oF)
Time Placed
No. of Samples
Design Strength (PSI)
Total Cubic Yds.
I Structural Steel Fabrication
I Structural Steel Erection
I Expansion Bolts
E Geotech Observations
M Structural Fills
M Sut-grade (footings/slabs)
E titu Dri"ing
Equipment
Concrete Grout Mortar
Specific Placement Locations
parking area
Note:
E Previously listed uncorrected items
E Ch"rg.. to approved plans and/or specifications by Architect,or Engineer
E Corrections of previously listed items
n It"-, requiring correction
E Materials and methods of construction
E Equipment used (i.e. what was used to proof rolt or obtain compaction)
Field Observations and Comments
I Reinforcing steel was checked in locations listed above, for grade, size, lap, placement and clearances where applicable.
contractor's request, on site to verify areas previously rnarked as pumping have been over excavated. At areas marked on 3/l 7/10, contractor
removed the gravel fill to orjust above the fine-grained material below. Areas were walked and probed with a metal rod. Areas appear firm
un-yielding to probing.
L clarification of over ex requirements from John Mahoney of PBS. Per Geotech Eng all gravel fine in pavement area should be
and replaced and compacted.
Documents: See attached for areas ofover ex.
As a mutual protection o clients, the public, ud ourselves, all reports are submitted as confidential property ofclients and are itrtmded for fte use ofour climts or
No other person or entity my utilize the report or any portion thereof without our writtcn pemrission.
the best ofmy knowledge, the work inspected was in accordance with the building department approved design drawings, specifications
applicable workmanship provisions of the I.B.C. except as noted:
Serial Number
l&La,r 525 N$i Secord Street. Crrvallis. 0regon 9?330
tt 800."1ii3.8855 ph 54 1.751). 1 3C2 lx 541.753.2264
www.claircoope ny.com
Daily Field Report
Time Arrived: 12:30 PM Project#I 266-00 IDatei 3/1712010
Project Name: Hilton Garden Inn
No.: 86
Address: 3328 Gateway, Springfield, OR
Permit # :
Hotel
09-c8-1082 ClientName: AssociatedConsultant
Special Inspection: g Period:
Type of Inspections Performed
WeatherConditions: clear
Equipment
fl Reinforcing Steel
f] Reinforced Concrete
E Concrete Forms
E Structural Masonry
E Shotcrete
E Bpo*y Anchors
E ri." Proofing
E otl,"r,
E Structural Steet Fabrication
E Structural Steel Erection
E Expansion Bolts
I Geotech Observations
U Structural Fills
M Sub-grade (footingVslabs)
E Piru D.iring
Type
Type of Material:
Supplier
Mix #
Slump/Flow (in.)
Material Temp. (oF)
Ambient Temp. (oF)
Time Placed
No. of Samples
Design Strength (PSl)
Total Cubic Yds.
Serial Number
Concrete Grout Mortar
Spccific Placement Locations
parking area
Note:
E Previously listed uncorrected ltems
E Changes to approved plans and/or speci{ications by Architect or Engineer
E Corrections ofpreviously listed items
n It.., requiring correction
X Materials and methods of construction
E Equipment used (i.e. what was used to proof roll or obtain compaction)
Field Observations and Comments
E Reinforcing steel was checked in locations listed ebove, for grade, size, lap, placement and clearances where epplicable.
contractor's request, obserued proof rolling of subgrade ofabove noted area. Area has been excavated to approx 16" below finished asphalt
Proof rolling was performed with a loaded l0 wheel dump truck. Areas of noted pumping were marked with paint. Areas were at the
edge of lot at the southem most east and west comers of lot. Contractor notified. Required clarification of Geotech repon by PBS
over ex of all existing site fill prior to placement construction
As a muEal protection to clients, the public, md ourselves, all reports are submitted u confidential property ofclients md are intended for the use ofour clients or
No other peron or entity may utilize the report or atry portion thereof witltout our wrinm pemission.
the best of my knowledge, the work inspected was in accordance with the building department approved design drawings, specifications
applicable workmanship provisions ofthe I.B.C. except as noted
Inspector Name: Dave Tilton Reviewed by: Ron Tiland
ll
rcLarr
Date: 3119/2010
Name: Hilton Garden Inn
Address: S{U nZAGateway, Springfield, OR
Building: Hotel
Daily Field Report
Time Arrived: 10:00 AM Project # : 1266401
5?S NW .ia*cr:r Slrsiil, Ci:rvlliit;, flrrgrir !i?311)
r, Stli].Ifi3.tJn5i ph 541 iffi 1 3t7 fx i4t ?iJ ??t;i
www.claircrmpa*y.com
No.: 88
Permit #09-c8- 1082
Special Inspection: M Period:
Type of Inspections Performed
n Reinforcing Steel
I Reinforced Concrete
E Concrete Forms
n Structural Masonry
E Shotcrete
E EpoxyAnchors
E ri.u Proofing
M Oth"r, shear wall nailing
ClientName: AssociatedConsultant
WeatherConditions: clear
Equipment
tr
tr
n
Tr
n
tr
Structural Steel Fabrication
Structural Steel Erection
Expansion Bolts
Geotech Observations
Structural Fills
Sub-grade (footings/slabs)
Pile Driving
Type Serial Number
I
Specific Placement Locations
sheathing @ shear walls. See below for locations.
Note:
E Previously listed uncorrected items
I Changes to approved plans and/or specifications by Architect,or Engineer
E Corrections of previously listed items
E It"-. requiring correction
E Materials and methods of construction
E Equipment used (i.e. what was used to proof roll or obtain compaction)
Field Observations and Comments
EReinforcing steel was checked in locations listed above, for grade, size, lap, placement arrd clearances where applicable.
1) Verified that studs noted previously as missing at 2nd and 3rd floor framing, A & H lines, have been installed. Nailing at sheathing has been
Areas previously noted and marked as needing additional nailing have been nailed.
Inspected nailing ofOSB sheathing at exterior of3-story wing ofhotel, K to R lines. Nailing found to be in general conformance with
schedule (Rev 6), except than (4) shear walls. Panels were marked for additional nailing.
Inspected nailing of sheathing at shear walls 23 line and 4 line. Several areas marked as needing additional nailing. Shear walls @ 2 line not
led at this time. Work in progress.
As a mutal protection to clieuts, the public, and ourselves, all reports are submitted as confdential property ofclients aud are intended for tle use ofour clients or
Type of Material:
Supplier
Mix #
Slump/Flow (in.)
Material Temp. (oF)
Ambient Temp. (oF)
Time Placed
No. of Samples
Design Strength (PSI)
Total Cubic Yds.
Concrete Grout Mortar
No other person or mtity may utilize the report or any portion ther€of without our written pemission.
the best ofmy knowledge, the work inspected was in accordance with the building department approved design drawings, specifications
applicable workmanship provisions ofthe I.B.C. except as noted:
I