HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-8-21
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Geoted1nical & ConstrucOOn SeMoos
Daily Field Report
Client: Mr. Joe'Hawes Project: International Way Development Date: . 08-21-08
Hawes Investments, LLC Package A Project No.: 2087024
2892 Crescent Avenue 400 International Way Report No.: E-20964
Eugene, Oregon 97402 Springfield, Oregon Inspector: A. Fenstermacher
10 No.: 5258882-49
Inspection of: Epoxied Dowels .
Reinforcing Steel Weather: Showers Continuous Inspection: 0
Contractor: Chambers Construction BPNo.: cefl,,2.uu7'.04.a51 Periodic Inspection: Ii:!
C '6'~ 1iO
Performed preliminary inspection on the reinforcing steel for second floor patio between
lines 3.2 and 4, from B to B.8. Reinforcing steel was checked for size, grade, laps,
quantities, locations, ties, clearance and supports. A final inspection will be performed
. prior to concrete placement.
Also, performed continuous inspection during the installation of twenty-seven (27) #4 x
30" horizontal dowels into second floor slab for patio tie in along line 4.1, from B to C
and D to E.5. Prior to installation the predrilled holes were cleaned with compressed air
and a brush. Verified minimum embedment of 4". Dowels were secured with Epcon
A7 (ICC-ES ESR-5560, expiration date 01-20-09).
. .
John (Chambers) 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
05:16~08and applicable workmanship provisions of the I.B.C., except if npted above.
Reviewed By:
(J1.~/4--.
Michael L. Mey(l
Technical Manager
c: Chambers Construction - Dave Bakke (em ail)
Chambers Construction - John Shay (em ail)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (em ail)
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/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, Inco's written au~horization.
7m twV CaneII Avenue' COlvall~, CXega197330 . phJne (541) 757-4698 . fax (541) 757-2991
29540 BAirport Road. Eugene, CXega197402' phone (541) 684-J849 . fax (541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
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Report of Inspection Services
Welding/High-Strength Bolting.
Client: Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue.
Eugene, Oregon 97402
Project:
International Way Development
Package A
400 International Way
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
08-25-08
2087024
E-20984
L. Postier/ K. Green
06120541
AWS CWI
Field: 0
Inside
COM2007-01851
Inspection of: Welding
Fabricator or Erector: Metalsome
Contractor: .Chambers Construction
Shop: 611
Weather:
BPNo.:
Performed visual inspection ofthe following fabricated structural steel components: frames- 281-0, 282-A,'
283-A and 283-B; T.S. beams- 281-A and 281-C; tubes- (4) 281-B. Completed welds were checked for
size, length, profile and location.
James Heffner was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with shop drawings dated 08-22-08
and applicabie AWS 01.1 code, except if noted above.
Reviewed By:
/JJ.i.~~
Michael L. ~;.:
Technical Manager
c: Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter 'Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (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 andfor 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 BAirportRoad' Eugene, Oregon 97402' phone (541)684-3849' fax (541) 684-3851
63050 Corporate Place, Suile 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
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Geoted1nical & ConstiudXJn Servires
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CLIENT
PROJECT
Mr. Joe Hawes
Hawes Investments, LLC .
2892 Crescent Avenue
. Eugene, Oregon 97402
B.P.NO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
~ONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
SACKS
CEMENT
LOAD 1 SAMPLED
Near center of east side.
Compressive Strength of Concrete
(ASTM C 39)
Inlernational Way Development
Package A .
400 International Way
Springfield, Oregon
COM2007-01851
DATE
PROJECT NO.
REPORT NO.
08-29-08
2087024
5999
08-23-08
4" x8"
ESG
3/4"
5"
1:10 PM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBs) LOAD (LBSl STRENGTH (PSI) (PSI) TEST FRACTURE~
I 08-29-0B 7 12.56 8.6 56100 4470 8:05 AM 6
I 09-19-08 28
I 09-19-08 28
I Hold
08-22-08
4000 psi
4500 psi
314568
Fiber Yellow
1 TICKET NO. 60006600
81" F YARDAGE 7.0 OF
75" F WEATHER Clear
Balcony slab, 20d fioor, south end betweeillines B to C.
*"'1 - End Cones
2 - Cone/Split
3 - Columnar
REMARKS: Rod (Chambers) was advised of on-sile test results.
Reviewed By:
A,<t~----
Michael L~ey.v- .
Technical Manager
c: Chambers Construction - Dave Bakke (em all)
,Chambers Construction - John Shay (emall)
COU9hlin, Porter Lundeen - Bobbi Fisher (emall)
Eric Hall Architects - Ted Corbin (emall)
Eugene Sand and Gravel
City of Springfield
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J. Keller
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
7fJJ ~ Comal Avenue' Cavallis, Oregon 97330. phore(541) 757-4698, fax (541)757-2991
29540BAirporlRoad' ELJgene, Oregon 97402 . phone (541)684-J849 'fax(541)684J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process andlOf 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. .
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Page 1 of 1
11~'lltlrt;"lilio'~~'llfl~_
Geoted1nica1 & Construclion Servioes
Daily Field Report
Client: . Mr. Joe Hawes Project: International Way Development Date: 08-29-08
Hawes Investments, LLC Package A Project No.: 2087024
2892 Crescent Avenue 400 International Way Report No.: E-21 046
Eugene, Oregon 97402 Springfield, Oregon Inspector: A. Fenstermacher
10 No.: 5258882-49
ICC
Inspection of: Epoxy Anchors Weather: Clear Continuous Inspection: 0
Contractor: Chambers Construction BPNo.: .COM2007-01851 Periodic Inspection: III
Performed continuous inspection during the ,installation of eightY (80) #3 x 7" vertical
hooked curb dowels, fortY'seven (47) into second floor break room balcony slab and
thirty-three (33) into office #353 balcony slab. Prior to installation, the predrilled holes
were cleaned with compressed air and a brush. Measured embedment at 3" to 4".
Dowels were secured with Epcon A7 (ICC-ES ESR-556, expiration date 01-20-09).
John (Chambers Construction) 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
04-22-08 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
Ih.~.~
Michaei L. Meyer
Technical Manager
c:
Chambers Construction -Dave Bakke (email)
Chambers Construction - John Shay (em ail)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
City of Springfield
RECEIVED
. SfP 1 0 lf108
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/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.
700 NoN CcmeII Avenue. CavaJrlS, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
. 29540 BAirpatRood' Eugene, Oregon 97402 . phone (541)684-3849 .fax(541)684J851
63000 Corporate Place, Suile 2. Bend, Oregon.97701 . phone (541) 3824844. fax (541) 382-4846
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11~'II~lrt;<!II~Il'n'1I11UII~ii ~~ lid & ConsIrucI:ion Services
Page 1 of 1
Report of Inspection Services
Weldina/Hiah-Strenath Boltin~
Client: Mr. Joe Hawes
Hawes Investments, LLC
2892 Crescent Avenue
Eugene, Oregon 97402
Project:
International Way Development
Package A
400 Internaiional Way
. Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
09-03-08
2087024
E-21061
C" Walpole
01040131
AWS CWI
Field: 0
Clear
COM2007-01851
Inspection of:
Fabricator or Erector:
Contractor:
Welding
West Side Iron
Ch'ambers Construction
Shop: D
Weather:
BP No.:
Performed visual inspection of 3'd floor moment connections .per detail 27/S5.2 at line 4/E.2 and four (4)
locations aiong line 4 between Band C. Completed welds were checked for size, length, profile 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 and applicable
AWS D1.1 code, except if noted above.
Reviewed By:
;1t.'i.~
Michael L..~e& .
Technical Manger.
c: Chambers Construction - Dave Bakke (email)
Chambers Construction - John Shay (email)
Coughlin, Porter Lundeen - Bobbi Fisher (email)
Eric Hall Architects - Ted Corbin (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom iUs addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be,reproduced in part or flill and/or any part
. thereof be disclosed without FEI Testing & Inspection, Inc.'s written authortzation.
750 NW ComellAvenue' Corvallis, Oregon 97330, phone (541) 7574698 . fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-J849 . fax (541) 684-3851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824644 . fax (541) 3824646