HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-12-16
-- ------- --------
~ftl page10f1~
..:t.'UlftfJ..In..,llllltln_mlll GeotecIri::aI & Construction SeMEs Daily Field Report
Client: Mr, Joe McCormack Project: L TO Fleet Building Date: 12-16-09
Lane Transit District Remodel Expansion Project No.: 2097153
PO Box 7070 3500 E, 17'" Ave. Report No.: E-24786
Eugene, Oregon 97401 Eugene, Oregon Inspector: D. Delatte
10 No.: 1 080867-88
ICC
Inspection of: Wedge Anchors/ Weather: Inside Continuous Inspection: 0
Epoxy Dowels
Contractor: Fortis Construction BPNo.: COM 2009-1164 Periodic Inspection: ~
Observed the installation of fourteen (14) 3/4" x 7" Redhead Tru.bolts for steel column
to CMU wall connection at new overhead door opening as follows: seven (7) at lines
18AA and seven (7) at 18A.6. Prior to installation, the predrilled holes were cleaned
with compressed air. Verified minimum embedment depth of 5", Contractor tightened
anchors to 175 ftllbs, Installation torque was verified with FEl's calibrated torque
wrench (Proto Blackhawk 498604), One (1) anchor at 18AA (2'" connection from top)
and the top four (4) anchors at 18A,6 were not torqued to 175 ftIlbs, due to pull out or
slipping in hole.
Also, observed the installation of #5 and #4 dowels into existing CMU walls or slab on
grade for new CMU infill walls as follows: line C, between 16 and 17, eight (8) #5
horizontal dowels into each side of existing opening and eleven (11) vertical into slab;
line 18, between A.5 and A.9, six (6) #4 horizontal at each side of opening (three (3)
locations with two (2) per location) and two (2) #5 vertical into slab; line 17AA,8 (door
return), six (6) #5 horizontal dowels (three (3) locations with two (2) at each location);
one (1) #5 vertical dowel into slab, Prior to installation, the predrilled holes were
cleaned with a brush and compressed air. Verified minimum embedment depth of 8"
into slab with #5 dowels, 4" into CMU for #4 dowels and 5" for #5 dowels, Dowels were
secured with Hilti Hy 150 max epoxy adhesive (ICC - ESR 2262/ expiration date
08/2010) in CMU walls and Hilti Hit RE 500SD epoxy adhesive (ICC - ESR 2322/
expiration date 07/2010) for slab connections.
To the best of our knowledge, the work inspected was in accordance with plans dated
09-30-09, RFI 48, RFI 69 and applicable workmanship provisions of the LB,C" except if
noted above,
Reviewed By:
A :;(. 0':r-
Michael L. Meyer
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (em ail)
Fortis Construction - Conan Doherty (email)
Fortis Construction - Aaron Thorpe (email)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (em ail)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to wtlom it is addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
7fJJ NN CaneIlAverve' Cava1Iis, Qeg:x197nJ' (ime(541) 757-4008, fax(541) 757.:;!!$}1
29540 B Aipat RoOO . Eugene, Qeg:x197402 ' ~ (541) 684-3849 ' fax (541 )684J851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846
~fE'
kf-
Page 1 of 1
~ . ~ & Coostn.dion SeIVires
Daily Field Report
~.~'ilrlrw..,\'..'~l'II'I~.I\'I"
Client:
Project: L TD Fleet Building
Remodel Expansion
3500 E, 17'" Ave,
Eugene,Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene, Oregon 97401
12-16-09
2097153
E-24787
D, Delatte
1080867-88
ICC
Inspection of: Reinforcing Steel/
Reinforced Concrete
Contractor: Fortis Construction
Weather: Overcast
Continuous Inspection: 0
BP No.: COM 2009-1164
Periodic Inspection: ~
Performed inspection on the reinforcing steel for continuous footing along line D A, from
17 to 19 and line 19, from C to D.4. Reinforcing steel was checked for grade, size, lap,
placement, quantities and clearance. Contractor installed two (2) #4 vertical dowels in
lieu of one (1) #5 dowel for CMU wall to slab connection at five (5) locations along line
19, from C to CA,
Observed the placement of 6,5 yards of Knife River 3000 psi concrete (mix
2430NE7200) into footing noted above, Concrete was placed directly from truck and
was mechanically consolidated, Cast one (1) set of five (5) 4" x 8" concrete test
cylinders, Slump - 4"; concrete temperature - 60F; air temperature - 52F; air content
-4,0%,
Also, performed preliminary reinforcing steel inspection for wash building trench/slab,
Reinforcing steel was checked for grade, size, lap, placement, quantities and
clearance, Final inspection will be performed prior to concrete placement.
To the best of our knowledge, the work inspected was in accordance with plans dated
09-30-09 and applicable workmanship provisions of the I.B,C., except if noted above,
Reviewed By:
/A,{.~
Michael ~. ""er
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (email)
Fortis Construction - Conan Doherty (email)
Fortis Construction - Aaron Thorpe (em ail)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:sc
This report andlor enclosed test data is the confidential property of the client to Vllhom it is addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7ffJ NN CaneIIAverue' CavaIIis, 0regxl97330' phcre(541) 757-4600, fax (541) 757-2991
29540 BAipatRoad 'El.lQal", 0regxl97402' phcre(541)l384-1849' fax (541) 684J851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
I
kl2-
~ftl
Page 1 of 1
11~'llI'I~';.I~Iio'l:i~IIIIIl'ULI
Geotedri:al & ConsIru::OOn Servre;
Daily Field Report
Client: Mr. Joe McCormack Project: L TD Fleet Building Date: 12-15-09
Lane Transit District Remodel Expansion Project No.: 2097153
PO Box 7070 3500 E. 17th Ave, Report No.: E-24774
Eugene, Oregon 97401 Eugene, Oregon Inspector: C, Walpole
10 No.: 5114210-85
ICC
Inspection of: Epoxy Anchors Weather: Overcast Continuous Inspection: 0
Contractor: Fortis Construction BPNo.: COM 2009-1164 Periodic Inspection: 0
Witnessed the installation of epoxy anchored rebar dowels for new wall (ref: 6/S502) at
grid lines C/19 and D .4/17, Two (2) #5 bars were installed vertically and two (2) #7
bars installed horizontally at each location, Als,o, witnessed the installation of 3/4" x 12"
epoxy anchored all thread for column anchor bolts as follows: grid lines AA/7, AA/8,
AA/9 each had four (4) anchors and grid lines C/18 and C/19 each had two (2) anchors,
Prior to installation, the predrilled holes were cleaned with compressed air and a nylon
brush, Verified minimum embedment depths, Anchors were secured with Hilli Hit RE
500SD epoxy (expiration date 10/2010).
To the best of our knowledge, the work inspected was in accordance with plans dated
09-30-09 and applicable workmanship provisions of the LB. C., except if noted above.
Reviewed By:
~~~.~
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel {em ail)
Fortis Construction - Conan Doherty (email)
Fortis Construction - Aaron Thorpe {em ail)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/Of material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection. lnc.'s written authorization.
700 NoN CareII Averue ' CavaIis, 0eg:)19T.nJ ' j:tlme (541) 757-4698 ' fax (541) 757-2991
29540 B Aiq:ot Road ' Ecgere, 0eg:)197402 ' j:tlme (541) 6!l4J849 ,fax (541) 684J851
62979 NE Plateau Drive, Suite 3 ' Bend. Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
~ftl
Page 1 of 1
Goolech1icaI & Construdion Savre;
Daily Field Report
.m,m,l,r.'.'.,l.',i.:..'I,I.I,.fu\.
Client:
Project: L TD Fleet Building
Remodel Expansion
3500 E. 17lh Ave,
Eugene, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Mr. Joe McCormack
Lane Transit District
PO Box 7070
Eugene. Oregon 97401
12-15-09
2097153
E-24780
M, Meyer
0877905.88
ICC
Inspection of: Reinforced Concrete
Contractor: Fortis Construction
Weather: Light Rain
BP No.: COM 2009-1164
Continuous Inspection: 0
Periodic Inspection: It'!
Performed inspection on the reinforcing steel in the wash building sump pit slab and
slab on grade infill in restrooms 423 and 441, Rebar was checked for size, grade,
quantity, lap, spacing, ties and supports, where applicable,
Observed the placement of 8,5 yards of Knife River 4000 psi-concrete (mix
2440NE5200). Concrete was placed directly from truck and was mechanically
consolidated, Cast four (4) 4" x 8" compressed test cylinders and performed field tests
as follows: slump - 41/4"; concrete temperature - 63F; air temperature - 50F.
Bill Henderson (McKenzie - Commercial) was asked to notify our office when additional
services are needed.
To the best of our knowledge, the work inspected was in accordance with conformed
drawings dated 09-30.09 and applicable workmanship provisions of the LB,C., except if
noted above,
Reviewed By:
/JJ,'/,~~
Michael L.' Me(er
Technical Manager
c:
Fortis Construction - Kean Rager (email)
Fortis Construction - Tim Sissel (email)
Fortis Construction - Conan Doherty (em ail)
Pivot Architecture - John Stapleton (email)
Hohbach-Lewin - Vikki Bourcier (email)
Balzhiser Hubbard Engineers - Janet Spriggs (em ail)
City of Springfield
MLM:sc
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7ffJ IW<J CaneI AV<nJe ' CavaIis, O'eg:n 97330, ~ (541) 757-4008' fax (541) 757-2991
29540 B AipCJt Road ' Eugene, O'eg:n 97402 ' ~ (541) lJ8.ih1849 ' fax (541) 684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541) 3824844, fax (541) 382-4846