HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-5-17
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Page 1 of 1
Report of Inspection Services
Weldinq/Hiqh-Strenqth Boltinq
Client: Ms. Silva Sullivan
Chambers Development Co.
2295 Coburg Road
Suite 200
EUgene, Oregon 97401
Project:
Sports Way Business Park-Ph, 2
3783 International Way
Springfield, Oregon
Date:
Project No.:
. Report No,:
Inspector:
ID No,:
Inspection of:
Fabricator or Erector:
. Contractor:
Welding
West Side Iron
Chambers Construction Co.
Shop: 0
Weather:
BP No,:
05-17-07
2077031
E-16292
C, Walpole
01040131
AWS CWI
Field: iii
Clear
C-06;,o1357
Performed preliminary visual inspection durin9 work in-progress at the second fioor per erector's request.
Welding was being performed by certified welders at brace frame and joist connections. Puddle welding
was also being. performed by certified welders. Welding was not complete at several locations throughout
the second floor connections. Erector and I reviewed all areas that need completion and would'require re-
inspection for final acceptance.
Contractor was asked to notify our office when additional services are needed,
To the best of our knowledge, the work in-progress is in conformance with structural drawings and
applicable AWS D1.1 and D1 ,3 codes, except if noted above.
Reviewed By:
d1L~
Structural Steel Supervisor
c:
Chambers Construction Co, - Brian Erickson (e-mail)
Eric Hall Architects - Steven CholAnnette Rohde (e-mail)
Endex Engineerin9 - (e-mail)
City of Springfield
DAW:jw
RECEIVED
MA~ 2 \) 1007
This report and/or enclosed test data is the confidential property of the clienllo 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. .
750 NW Cornell Avenue' Corvallis, Oregon 97330 ' phone (541) 757-4698 . fax (541) 757-2991
29540 B'Airport Road' Eugene, Oregon 97402. phone (541) 684--3849, fax (541) 684--3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 382-4844 . fax (541) 382-4846
I~rp .
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Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-StrenQth BoltinQ
11:"lh'ltt:"IL'~'~:'llll;IiII.'lGl Geotechnical & Construction Services
Client: Ms, Silva Sullivan
Chambers Development Co,
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Project:
Sports Way Business Park-Ph, 2
3783 International Way
Springfield, Oregon
Inspection of:
Fabricator or Erector:
Contractor:
Fabrication Welding
Gibson Steel
Chambers Construction Co.
Date:
Project No.:
Report No,:
Inspector:
ID No.:
Shop: Iii'!
Weather:
BPNo.:
05-17 -07
2077031
E-16293
L. Postier
06120541
AWS CWI
Field: 0
Inside
C-06-01357
Performed visual inspection on the following structural steel components: tube steel headers (16) H1, H2,
(2) H3, (16) H4, H5 and (2) H6; stairs (2) S1 and (2) S2; columns (2) SC3, SC4, (2) SC5 and SC6 and
landing beams (2) JB3 and (2) LB4. Completed welds were checked for size, length, profile and location.
Fabricator was asked to notify our office when addition~1 services are needed. '
To the best of our knO~ledge, the work checked is i~ conformance with shop drawings dated 04-30-07
. and applicable AWS D1.1 code, except if noted above.1
Reviewed By:
/l!J/;{j/f
.'Dale A. Webber
Structural Steel Supervisor
c: Chambers Construction Co. - Brian Erickson (e-mail)
Eric Hall Architects'- Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfield
DAW:jw
This report andlor enclosed test data is the confidential property of the client to whom 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 wrillen authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330 ' phone (541) 757-4698 ' fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402, phone (541) 684-3849' fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 ' phone (541) 382-4844 . fax (541) 382-4846
L~tP~ 3
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11:"'lh'ltl:.lI~'~UI(lJ[1IW!
CLIENT
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
. PROJECT NO.
REPORT NO.
05-30-07
2077031
5155
Ms. Silva Sullivan
Chambers Development Co.
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Sports Way
Business Park - Ph, 2
3783 International Way
Springfield, Oregon
C-06-01357
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 4 SAMPLED
TEST
DATE
05-30-07
06-20-07
06-20-07
Hold
AGE
(DAYS)
,7
28
28
B.P. NO.
05-23-07 CAST BY E. Marjama DATE RECEIVED
3000 psi SPECIMEN SIZE
3000 psi SACKS SUPPLIER
2144 CEMENT MAX SIZE AGG.
Fiber AIR CONTENT
4 TICKET NO. 320722 SLUMP
67" F YARDAGE 10.25 OF 149,5. TIME
52' F WEATHER Clear SPECIMEN STORAGE
Second floor slab -line 1 to 5, from line A to D; line 5 to 8, from A.8 to D.
Approximately lines C and 2.5.
AREA
, (IN')
27.99
COMPRESSfVE
STRENGTH (PSf)
1670
AVERAGE
STRENGTH
(PSI)
TfME OF
TEST
1:10 PM
WEfGHT
(LBS)
28.4
TOTAL
LOAD (LBS)
46800
.. A . Cone B - Cone/Splil C - Cone Shear 0 - Shear E - Columnar
REMARKS: Dave Krull (Chambers) was advised of on-site test results.
Reviewed By:
/J1 ,'i. /k., -----
Michael L. ~eyr
Technical Manager
c: Chambers Construction - Brian Erickson (e-mail)
Eric Hall Architects - Steven CholAnnette Rohde (e-mail)
Endex Engineering
Eugene Sand and Gravel
City of Springfield
MLM:jm
05-24.07
6" x 12"
ESG
3/4".
2.1%
41/4"
8:30 AM
ASTM C31
TYPE OF
FRACTURE"
D
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 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, Jne,'s written authorization.
7ffJ NW ComellAvenue' Corvallis, Oregon 97330, phone(541) 757-4698, fax (!11) 757-2991
. 29540 BAifportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . fax (541)684-3851
~~rp :
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11::"'lmtl;'II.'~;tI1ll1'1lil!
Geotechnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Ms. Silva Sullivan
Chambers Development Co.
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
PROJECT
Sports Way
Business Park - Ph, 2
3783 International Way
Springfield, Oregon
C-06-0 135 7
DATE
PROJECT NO.
REPORT NO.
05-30-07
2077031
5156
B.P. NO.
DATE CAST 05-23-07 CAST BY E. Marjama DATE RECEIVED 05-24-07
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 6" x 12"
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 2144 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES Fiber AIR CONTENT
LOAD NO, 10 TICKET NO. 320750 SLUMP 41/2"
CONCRETE TEMP 71" F YARDAGE 11,0 OF 149,5 TIME 10:15AM
AIR TEMP 59" F WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Second floor slab - line 1 to 5, from line A to D; line 5 to 8, from A.8 to D.
LOAD 11 SAMPLED Approximately lines 5.5 and B.5,
AVERAGE
TEST AGE AREA WEfGHT TOTAL COMPRESSfVE STRENGTH
DATE (OAYS) (fN.') (LBS) LOAD (LBS) STRENGTH IPSf) (PSI)
I 05-30-07 7 27.99 28.4 56300 2010
I 06-20-07 28
I 06-20-07 28
I Hold
"A Cone B-Cone/Splil C-ConeShear D-Shear E -Columnar
TfM E OF
TEST
1:15 PM
TYPE OF
FRACTURE"
D
REMARKS: Dave Krull (Chambers) was advised of on-site test results.
Reviewed By:
/JI. ~tfA(J
Michael L. Mey
Technical Manager
c: Chambers Construction - Brian Erickson (e-mail)
Eric Hall Architects - Steven Cho/Annette Rohde (e-mail)
Endex Engineering .
Eugene Sand and Gravel
City of Springfield .
MLM:jm
This report and/or enclosed test data is the confidential property of the client to whom it is addressed arid 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.
7WNN Cornell Avenue' Cavallis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-J849 . fax (541)684-3851
I.~rp.
~Ittl
Page 1 of 1
11:"III'I~;'II~'~aIllJi_
Geotechnical & Consbuction Services
Daily Field Report
Client:
Ms. Silva Sullivan Project:
Chambers Development Co.
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Sports Way Business Park-Ph.2
3783 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
05-23-07
2077031
E-16344
R. Marjama
523502g~49
ICC
Inspection of: Reinforced Concrete
Contractor: Chambers Construction
Weather: Clear
BP No.: C-06-01357
Continuous Inspection: 0
Periodic Inspection: . [;'1
Performed final inspection on the reinforcing steel around perimeter and at slab
openings for second floor slab line 1 to 5, from A to D and 5 to 8, from A.8 to D.
Reinforcing steel was checked for grade, size,. lap, placement and clearance.
Reinforcing steel was secured with tie-wire. Welded wire mesh was also in-place.
Observed the placement of 149.5 cu.lyds. of Eugene Sand and Gravel's 3000 psi
concrete (Mix 2144) in areas listed above. Concrete was placed by pump and was
consolidated by manual screeding. Cast two (2) sets of four (4) 6" x 12" concrete test
cylinders. Dave Krull (Chambers Construction) was notified of on-site test results: set 1
- slump 4 1/4"; concrete temperature 67F; air temperature 52F; air entrainment 2.1%;
set 2 - slump 41/2"; concrete temperature 71 F; air temperature 59F.
Mr. Krull was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
03-28-07, RFI #19 dated 05-01-07 and applicable workmanship provisions of the I.B.C.,
except if noted above.
Reviewed By:
/h. ~Acr-
Michael L. Meyer
Technical Manager
c: Chambers Construction - Brian Erickson (e-mail)
Eric Hall Architects - Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfield
MLM~w (
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 FEI Testing & Inspection, Inc.'s written authorization.
750 NW ComellAvenue' CoNallis, Oregon 97330, phone (541) 757-4698, fax (541)757-2991
29540 B I\jrport Road . Eugene, Oregon 97402. phone (541)684-3849 . fax (541) 684-3851
GfEl
U!:'""":41,"'U!ll!Ji1W!I Geotechnical & Consbuction Services
Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-StrenQth BollinQ
Client: Ms. Silva Sullivan
Chambers Development Co.
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Project:
Sports Way Business Park-Ph. 2
3783 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
05-22-07
2077031
E-16339
C. Walpole
5114210-85
ICC
Field: [;'1
Clear
C-06-01357
Inspection of:
Fabricator or Erector:
Contractor:
Welding / High Strength Bolts
West Side Iron
Chambers Construction Co.
Shop: . 0
Weather:
BP No.:
Performed visual inspection on first floor to second floor brace frame connections, joist to beam
connections, and rebar at perimeter bent plate (2/S2.4) on the second floor between grid lines A and D,
from 1 to 8. Verified that high strength bolts were brought into tension at beam to beam and beam to
column connections at second floor.
Also, inspected puddle welds and button punch on sheet metal at the second floor between grid lines 1
and 6, from A to D; and between 6 and 8, from A.5 to D.
Completed welds were checked for size, IEmgth, profile and location. Puddle welds were checked for size
and location.
Contractor was asked to notify our office when additional services are' needed.
,
To the best of our knowledge, the work checked is in conformance with structural drawings dated 03-28-
'07, and applicable AWS D1.1 and D1.3 codes and AISC manual, except if noted above.
;;;;U/1
Dale A. Webber
Structural Steel Supervisor
c: Chambers Construction Co. - Brian Erickson (e-mail)
Eric Hall Architects':" Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfieldv'
DAW:jm
This report and/or enclosed test dala 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 andfor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW Comell Avenue' COlVallis, Oregon 97330, phone (541) 7574698. fax (541) 757-2991
29540 BAirport Road. Eugene, Oregon 97402. phone (541)684-3849' fax (541) 684-3851
63050 Corporate Place, Suite 2 . send, Oregon 97701 . phone (541 ) 3824844 . fax (541) 3824846
I~pr.
~Itt.~
Page 1 of 1
11:"'III'It'Mllit,,~"':.IIIll'~
Geotechnical & Consbuction Services
Daily Field Report
Client:
Ms. Silva Sullivan Project:
Chambers Development Co. .
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Sports Way Business Park-Ph.2
3783 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
05-30-07
2077031
E-16402
R. Marjama
5235029-49
Ice
Inspection of: Reinforced Concrete
Contractor: Chambers Construction
Weather: Clear
BP No.:. C-06-01357
Continuous Inspection: 0
Periodic Inspection: [;'1
Performed final inspection on the reinforcing steel around perimeter of slab and slab.
openings for second. floor slab within lines 6 to 8 and A to A.8. Reinforcing steel was
checked for grade, size, lap, placement and clearance. Reinforcing steel was secured
with tie-wire. Welded wire mesh was also in-place.
Observed the placement of 19.5 cu./yds. of Eugene Sand and Gravel 3000 psi
'concrete (Mix 144) in areas listed above. Concrete was placed by pump and was
consolidated by manual screeding. Cast one (1) set of four (4) 6" x 12" concrete test
cylinders. Dave Krull (Chambers Construction) was notified of on-site test results:
slump 4 1/4"; concrete temperature 74F; .air temperature 60F; air entrainment 4.8%.
Mr. Krull was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
03-28-07, RFI #19 dated 05-01-07 and applicable workmanship provisions of the I.B.C.,
except if noted above.
.Reviewed By:
Ih.t.~
Michael L. Meyer
Technical Manager
c: Chambers Construction - Brian Erickson (e-mail)
Eric Hall Architects - Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfield
MLM:jw
RECEIVED
JUN 1 2 7007
This report and/or enclosed test data is the confidential property of the client to wI10m it is addressed and pertains \0 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.
750 f'NV Cornell Avenue' CoNallis, Oregon 97330. phone (541) 757-4698, fax(541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541)684-3849 . fax (541) 138<hJ851
L"'PP
It..ltt ~
Page 1 of 1
Report of Inspection Services
Weldi nQ/HiQh-StrenQth Bolti nQ
lI~'m.'ltI:.h'.'~~.IlIWllh'tliil Geotechnical & Construction Services
Client: Ms. Silva Sullivan
Chambers Development Co.
2295 Coburg Road.
Suite 200
Eugene, Oregon 97401
Project:
Sports Way Business Park-Ph. 2
3783 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
. Inspection of:
Fabricator or Erector:
Contractor:
Welding/High Strength Bolts
West Side Iron
Chambers Construction Co.
Shop: O.
Weather:
BPNo.:
06-06-07
2077031
E-16488
L. Postier
5232606-85
ICC
Field: [;'1
Overcast
C-06-01357
Performed visual inspection on the second floo'r to roof brace frame connections, roof joist to beam and
bridging connections and. sheet metal roof decking between line A and D, from 1 to 8. Completed welds
were checked for size, length, profile and location. Puddle welds and button punch' were checked for size
and location.
Also,' verified the A325 high strength bolts have be'en tensioned at beam to beam and beam to column
connections at roof level, between line A and D,:from 1 to 8.
Erector was asked to notify our office when additional services are needed:
To the best of our knowledge, the work checked is in conformance with drawings dated 03-28-07, A.I.S.C.
manual and applicable AWS D1.1 and D1.3 codes, except if noted above. .
Reviewed By:
~/dffi
Dale A. Webber
Structural Steel Supervisor
c: Chambers Construction Co. - Brian 'Erickson (e-inail) .
Eric Hall Architects - Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfield.
DAW:jw
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/or material evaluated. As such, information contained herein shall not be reproduced in part or full andfor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s wrillen authorization.
. I
750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road' Eugene, Oregon 97402. phone (541)684-3849' fax (541) 684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
{)FEJ
"~'lh'lrt:.h\Io~~alllh'W! Geotechnical & Construction Services
Page 1 of 1
Report of Inspection Services
WeldinQ/HiQh-StrEmQth BoltinQ
Client: Ms. Silva Sullivan
Chambers Development Co.
2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Project:
Sports Way Business Park-Ph. 2
3783 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
06-12-07
2077031
E-16078
C. Walpole
01040131
AWS CWI
Field: 0
Inside
C-06-01357
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Gibson Steel
Chambers Construction Co.
Shop: [;'1
Weather:
BP No.:
Performed visual inspection on the following fabricated structural steel components: (9) trash enclosure
gate embeds, (2) trash enclosure frames, (4) trash enclosure gates, (4) trash enclosure columns, and (2)
bicycle cover frames. Completed welds were checked for size, length, profile and location.
Fabricator was asked to notify our office when additional services are needed.
To the best of our knowledg'e, the work checked is in conformance with shop drawings dated 05-02-07
and applicable AWS D1.1 code, except if noted above.
Reviewed By:
dkl(:ffi
Structural Steel Supervisor
c: Chambers Construction Co. - Brian Erickson (e-mail)
Eric Hall Architects - Steven Cho/Annette Rohde (e-mail)
Endex Engineering - (e-mail)
City of Springfield
DAW:jm
This report andfor enclosed test data is the confidential property of the client 10 whom it is addressed and pertains 10 the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and for any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s wrillen authorization.
750 NW Comell Avenue' COlVallis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402. phone (541) 684-3849, fax (541)684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~~r..~ .
~~tt.
Page 1 of 1
lU:'III'II'I:.I~..,~
Geotechnical & Consbuction Services
Daily Field Report
Client:
Ms. Silva Sullivan Project:
Chambers Development Co.
. 2295 Coburg Road
Suite 200
Eugene, Oregon 97401
Sports Way Business Park-Ph.2
3783 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
06-06-07
2077031
E-16489
R. Marjama
5235029-49
ICC
Inspection of: Reinforcing Steel
Contractor: Chambers Construction'
Weather: Overcast
BP No.: C-06-01357
Continuous Inspection: 0
Periodic Inspection: [;'1
Performed inspection on the reinforcing steel in two (2) HVAC mechanical pads on
roof. Reinforcing steel was checked for grade, size, lap, placement and clearance.
Reinforcing steel was secured with tie-wire. Concrete placement is scheduled for 9:30
AM on 06-07-07.
To the best of our knowledge, the work inspected was in accordance with plans dated
03~28-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
/h.~~
Michael L ~e;i) -. .
Technical Manager
c: Chambers Construction - Brian Erickson (e-mail)
Eric Hall Architects - Steven Cho/Annette Rohde.(e-mail)
Endex Engineering - (e-mail)
City of Springfield
MLM:jw
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/or material evaluated. As such, information contained herein sha}1 not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
750 NW O:xnellAvenue' CavaUis, Oregon 97330 . phone (541) 757-4698 . fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 ' fax (541) 684-3851