HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-9-16
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CLIENT
ss
Geotechnical & Construclion Servires
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway.
Springfield, Or~g9_n,
B.P. NO. rCOM2007,00828_
c
DATE
PROJECT NO.
REPORT NO.
09-16-08
2077102
6015
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST'
DATE
09-16-08
10-07-08
10-07-08
Hoid
AGE
(DAYSl
7
28
28
CAST BY
A. Fenstermacher
DATE RECEIVED
. 5,PECIM!=N SIZE
SUPPLIER
MAX SIZE AGG.
. AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
09-09-08
.40((0 psi
4000 psi
40-1K
AEA
1 TICKET NO.
800F YARDAGE
77"F WEATHER
Radio antenna footing.
~l ....
SACKS
CEMENT
. 3223149
7.0 OF 21.0
Clear
From first lift.
AREA
(IN.')
12.56
WEIGHT
(LBS)
8.4
COMPRESSIVE
STRENGTH (PSIl
4650
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:15AM
TOTAL
LOAD (LBS)
I 58400
09-10-08
4" x8"
Knife River
3/4"
4"
1:15 PM
ASTM C31
TYPE OF
FRACTURE-
6
**1 - End Cones 2 - Con~/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Ian (Wild ish Building Co.) was advised of on-site test results.
Reviewed By:
/JJ.'J(.~
Michael L. ~eye~
Technical Manager
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
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MLM:sc
RECEIVED
SEP 1 9 ZOOB
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.
750 t-NV 'COmenAvenue' oMJlis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991 ....
29540 B Airport Road . Eugene, Oregon 97402, phone (541) 684-3849 . fax (541)684J851
630fIJ Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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CLIENT
TEST
DATE
09-12-08
10-03-08
10-03-08
Hold
G,v00v: " ,;CaJ & Construcfun Servires
>J
Compressive Strength of Concrete
(ASTM C 39)
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428 .
Eugene, Oregon 97401
PROJECT LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
B.P: NO. .<COM2007:00828
09-05-08
4000 psi
4000 psi
40-1K
CAST BY
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
. LOAD NO;
CONCRETE TEMP
AIR TEMP
POUR LOCATION
SACKS
CEMENT
1 TICKET NO.
74"F YARDAGE
7rF WEATHER
West portico footings.
AGE
(DAYS)
7
28
28
WEIGHT
(LBS)'
8.3
TOTAL
LOAD (LBSl
54100
AREA
(IN.')
12.56
I
I
I
**1 - End Cones
2 - Cone/Split
3 - Columnar
A. Fenstermacher .
3223044
7.0 OF 7.0
Clear
COMPRESSIVE
STRENGTH (PSI)
4310
DATE
PROJECT NO.
REPORT NO.
09-12-08
2077102
6010
DATE RECEIVED
SPECIMEN SIZE
SUPI'LIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:00 am
09-06-08
4" x 8"
Knife River
3/4"
51/4"
10:55 AM
ASTM C31
TYPE OF
FRACTURE-
6
.1
I
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or botto.m)
REMARKS: Ian (Wild ish Building Co.) was advised of on"site test results.
Reviewed By:
fl;. -;(. ~ ----
Michael L. ~eyert1~
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting En9ineers ~ (e-mail)
Oregon Military Dept. - (e-maii)
Knife River - (e-mail)
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 andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW CameO Avenue. Cavailis, Oregon 97330, phone (541) 757-4698 . fax(541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 68<h3849 'fax(541)684J851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 "phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
11:"lltl~;.yI~~':i~'llflf.ln"
<bu~ " ,;caJ & ConstrucIion Services
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Compiex Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
09-09-08
2077102
E-21136
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Clear
BP No.: CCOM2007:00828::-::"")
Continuous Inspection: 0
Periodic Inspection: iii
Performed inspection on the reinforcing steel for radio antenna footing. Reinforcing
steel was checked for size, grade, laps, quantities, locations, ties, clearance and
supports. Anchor bolts were checked for size, quantity and embedment and were
secured in-piace using tempiates.
Observed the placement of 21 cu/yds. of Knife River 4000 psi concrete (Mix 40-1K) into
areas noted above. Concrete was placed directly from truck and was mechanically
consolidated. Cast one (1) set of four (4) concrete test cylinders. Notified Ian (Wildish)
of on-site test results: slump <I"; concrete temperature 80F; air temperature 77F.
Ian (Wildish) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with Rohn
drawing #0870480R1dated 03-16-04 and applicable workmanship provisions of the
I.B.C., except ifnoted above.
Reviewed By: .
/11. -tfJu<-A--'
Michael L. Me~r
Technical Manager
c: Barrantine Bates Lee ~ (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
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 orfull and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fJJ NW ComeIIAvenue' ConiaiIis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 BAirportRoad . Eugene, 0re(pl97402' phone (541 )684J849. fax (541)684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
11:"'II~ltt;':lII~,..'~l'lllmlll~l'"
Geotechnical & Construction Services
Daily Field Report
Client:
Mr. Jim Thomas
Wiidish Building Co.
P.O. Box 7428
. Eugene, Oregon 97401
Project:
LCAFRC Complex 'Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.: .
Inspector:
10 No.:
09-03-08
2077102
E-21067
M. Meyerl K. Green
0877905-88
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co.
Weather: Clear
BP No.: CC_OM200z:bb8~8- -)
.J
Continuous Inspection: 0
Periodic Inspection: iii
Performed continuous. inspection during the installation of twenty (20) 5/8" x 7"
horizontal all thread anchors for column to CMU wall connection at the south portico
addition. Prior to installation the predrilled holes were cleaned with compressed air and
a brush. Verified minimum embedment of 4" per detail 5~S-608. Anchors were
secured with Hilti Hit-Hy-150 (ICC-ES ESR 5/931 expiration date 12-07-08).
Ian (Wildish) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordancewith plans dated
06-28-07 and applicable work.manship provisions of the I.B.C., except if noted above. .
Reviewed By:
M(2;I~(!:;J--
Technical Manager
c: BarrantineBates Lee - (e-mail).
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:sc
This report a.nd/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 shan not be reproduced in part or full and/or any part
thereof be disclosed without'FEI Testing &.Inspection, Inc.'s written authorization.
750 NW ComeIIAvenue' Cavailis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road . Eugene, Qega197402 . phone (541) 684J849 . fax (541) 684.J851
63050Corporate Plaoe,Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
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Page 1 of 1
~",';',nicaI & Construcfun SeIvices
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
09-05-08
2077102
E-21106
A. Fenstermacher
5258882-49
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Clear
BP No.: cC.OM2007'00828:)
Continuous Inspection: 0
Periodic Inspection: iii
Performed inspection on the reinforc,ing steel for west portico footings. Reinforcing
steel was checked for size, grade, laps, quantities, locations, ties, clearance and
supports.
Observed the placement of 7 cu/yds, of Knife River 4000 psi concrete (mix 40-1 K) into
areas noted above. Concrete was placed directiy from truck and was mechanically
consolidated. Cast one (1) set of four (4) 4" x 8" concrete test cylinders. Notified Ian
(Wildish) of on-site test results: slump 5 1/4"; concrete temperature 74F and Air
temperature 77F.
Ian (Wildish) 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
10-29-07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed' By:
/h,i..~
Michael L~ Ml);r
Technicai Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:
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 Of full and/or any part
. ,thereof be disclosed without"FEr Testing & Inspection, Inc.'s written authorization.
7fiJ NN ComeII Avenue' Cavailis, Oregon 97330. phone (541) 757-4698, fax(541) 757,2991
qJ540 SAirportRoad . Eugene, Oregon 97402 . phone (541) 684-3849 fax (541 )684-J851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
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Page 1 of 1
Report of Inspection Services
Welding/Hi~h-Strength Bolting
Client: Mr. Jim Thomas.
Wildish Building Co.
P:O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC.Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project N.c.:
Report No.:
Inspector:
IDNo.:
09-03-08
2077102
E-21065
C. Walpole/ K. Green
01040131
AWS CWI
Field: iii
Ciear _ ...
CCOM20Q7~00828~
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Hathaway
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Arrived on site to perform visual inspection of stitch welds on light gauge framing of the north trash
enclosure per detail 4/S702: Completed welds were checked for size, length, profile and iocation.
Ian (Wildish) 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 06-28-07
. and applicable AWS D1.3 code, except if noted above.
Reviewed By:
fl~~ ~?;t-.
T echnical.Manager
c: Barrantine Bates Lee~ (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City, of Springfield
MLM:sc
RECEIVED
SEP 11 lOOB
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.
750 NW Comell Avenue' Corvailis, 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 Plaoe, Su~e 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
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Page 1 of 1
Report of Inspection Services
Welding/High.Stren~th Bolting
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
08-28-08
2077102
E-21032
L. Postierl K. Green
06120541
AWS CWI
Field: iii
Clear
-----.- ~
~~@007-00828.
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Om lid & Swiney
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Arrived on site to perform visual inspection of beam to truss and column to truss connections for the
portico canopy. Also, HSS to wide flange connection per detail 4-S-608. Completed welds were checked
for size, length, profile and location.
Eon (Wildish) was asked to notify our office when additional services are needed.
To the best of ou.r knowledge, the work checked is in conformance with drawings dated 06-24-08 and
applicable AWS 01.1 code, except if noted above.. .
Reviewed By:
fh.'i.~
Michael L. ~~.g . .
Technical Manager
c: Barrantine Bates Lee - (e-m.ail)
kpff Consulting Engineers - (e-mail)
Oregon Military Oept. - (e-mail)
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, Inc.'s written authorization.
750NW Comeii Avenue . Corvallis, 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 Piaoe, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
11a.'llfIN;oilI1a,':ilallltJIIIII.W!I
Geotechnical & Construcfun SeMres
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Compiex Phas'e II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
08-27-08
2077102
E-21012
K. Green
800377651
Inspection of: Epoxy
Contractor: Wildish Building Co.
Weather: Clear_
BP No.: cc6rv12007-00828.)
Continuous Inspection: 0
Periodic Inspection: iii
Performed continuous inspection during the installation of ten (10) 5/8" x 14" vertical all
thread anchors for Sim pson hold downs in the north trash shelter. Prior to installation
the predrilled holes were cleaned with compressed air and a brush. Verified minimum
embedment of 12" except for one (1) Simpson hold down at southeast corner where
oniy 10 1/2" was obtained due to rebar conflict. Anchors were secured with HiltiHit Hy-
150 MAX (ICC-ES ESR-19671 expiration date 08/2008).
Ian (Wiidish) 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
06-28~07 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
IJJ,~~
Michael L. MeyVr
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the c1ientto whom iUs addressed and pertains to the specific
process andfor mat~rial~valuated. 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 NWCaneI Avenue' Cavailis, Oregon 97330, phone (s41) 757-4698. fax (541) 757-2991
29540 B Airport Road, Eugene, Oregm 97402 . phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 ' fax (541) 3824846
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Page 1 of 1
Field Densitv Test Results - ASTM D 2922
Client: Mr. Jim Thomas
Wildish Buiiding Co.
P.O. Box 7428 .
Eugene, Oregon 97401
Project: LCAFRC Complex Ph. II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
08-19-08
2077102
E-20939
COM2007-00828
MOISTURE/DENSITY DATA: AASHTO T180 - Maximum Dry Density of 137.0 pcf, at 10.0% moisture was furnished by
client for 3/4" - 0 crushed gravel (Wiidish Sand and Gravel).
Near Lines 14 E.2
Near Lines 15 E.8
Near Lines 16 E.2
Approx.
Elev.
FIG
FIG
FIG
Wet
Density
(pcfl
137.5
144.5
140.4
Percent
Moisture
5.9
7.7
6.4.
Dry Density
(pcfl
129.8
134.2
131.9
.
Percent
Compaction
95.0
98.0
96.0
Compaction
Requirement
95.0
95.0
95.0
Test
No.
1
2
3
Approximate Location
Tests performed at finished grade of base rock under asphalt paving.
Remarks: Ian (WildishBuilding Co.) was advised of test results.
Reviewed By:
jJJ,';(~ ~
Michael L. '';eyJ' -
Technical Manager
c: BarrantineBates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield .
MLM:sc
This report and/or en~losed te~t 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,infonnation
contamedherem shall Dot be reproduced in part offull and/or any part theieofbe disc1osedwithout FEI Testing & Inspection, Inc. '$ written authorization. .
701) NW OmellAvenue' 0xvaIIis, Oregon 97330' phrne(541) 757-4698 . fux(54l) 757-2991
29540 B AitpatRood . Eugme, Oregon 97402. phone(541) 684.3849 . fux(541)684-3851 ,
63050 Corpornte Place, Suite 2 . Bend, Oregon 97701 . phone (54 1) 3824844 . fax (541) 3824846
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Page 1 of 1
11a.'llflC'l-:<Ilf~'~;"IIII~M
Geotechnical & Constn.x;tion Servires
Daily Field Report
Client:
Mr. Jim Thomas Project:
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
LCAFRC Complex Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
08-15-08
2077102
E-20892
A. Fenstermacher
5258882-49
ICC
.r
. ,
. ,
Inspection of: Epoxy Anchors
Contractor: Wildish Buiiding Co.
Weather: CJear.. .... )
BP No.: [J;OM2007-00828- _c)
~- - . - _ _ J
Continuous Inspection: 0
Periodic Inspection: iii
Performed continuous inspection during the installation of thirteen (13) 5/8" x 14"
vertical ail thread anchors in the north carport as follows: one (1) on west wall for
Simpson hold down; five (5) north wall bottom plate anchor bolts; one (1) in east wall
for Simpson hold down and three (3) bottom plate anchor boils; three (3) in south wall
for Simpson hold downs. Prior to installation the predriiied holes were cleaned with
. compressed air and a brush. Verified minimum embedment of 12" except at Simpson
hold down at doorway near NE corner where only 9" was obtained due to rebar confiict.
Anchors were secured with Hilti Hit Hy-150 Max (ICC-ES ESR- 1967 expiration date
08/2008).
Ian (Wildish) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with RFI# 240
dated 03-14-08, plans dated 06-28-07 and applicable workmanship provisions of the
I.B.C., except if noted above.
Reviewed By:
p. y{.~
Michael L.- Miler
Technical Manager
c:
Barrantine Bates Lee.- (ecmaii)
kpff Consulting Engineers": (e-mail)
Oregon Military Dept. ~ (e_mail)
City of Springfield
RECEIVED
(l.UG 2 6 100e
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 andlor any part
thereof be disclosed without.FEI Testing & Inspection. Inc.'s written authorization.
7fIJ NN Canel Avenue' CorvaDis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 6/34,3849 . fax (541) 684-3851
63050 Corporate Piaoe, Suite 2 . Bend, Oregon 97701. phone (541) 3824844 . fax (541)3824846 .
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~5
Page 1 of 1
Report of Inspection Services
Weldin~/Hi~h-Stren~th Boltinca...
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7.428
Eugene, Oregon 9740l
LCAFRC Complex
Phase II
31.10 Pierce Parkway
'Springfield, Oregon ,.
Date:
Project No.:
Report No.:
In.spect()r:
10 No.:
Project:
"
Inspection of:
Fabricator or Erector:
Contractor:
High Strength Bolts
REFA
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
08-11-08
2077102
E-20854
L. Postier/K. Green
06120541
AWS CWI
Field: iii
Clear
(COMio07-00"828' ~.
- ~ - -'
Arrived on site .to verify. that the 7/8" x 2" A325 high strength bolts will meet the minimum tension values
using turn-of"the-nut method. Three (3) bolts were installed in a Skidmore-Wilhelm .tension indicator. The
bolts were brought to snug tight condition, marked and the additional 1/3 turn was applied. Bolts tested
yvill meet the minimum tension value of 39 kips + 5% per AISC manual. While on site, verified the A325
bolts were brought into "snug tight" condition, match marked and the additional 1/3 turn was appiied at
beam to column connections at carport entrance. Note: Tony Dean (WBC) was advised that engineer
approval was needed for paint on the faying surfaces ofthe beam to column connections.
Mr. Dean 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 11-27-07 and
applicable AWS D1.1 code, except if n'oted above. .
Reviewed By:
. /It .';i,~
Michael L.- M/);
Technicai Manager
c:
Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Miiitary Dept. - (e-mail)
City of Springfield
MLM:sc
\'1~~
~~<:(,
~ ~ 1~I')<1I
~IJ\) ~
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 .....'ithout FEI Testing & Inspection, lnc.'s writtenSL.ithorization".. '_ ___
750 rwv Comell Avenue. Corvailis, Oregon 97330' phone (541) 7574698, fax (541) 757-2991
29540 B AirportRoad . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon97701 . phone (541) 3824844 . fax (541) 3824846
g
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. Page 1 of 1
11;"'llllrt;.I~)"~;.I[IJ~.llllJ
Geotechnical & Construcfun Services
Daily Field Report
Client:
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Compiex Phase Ii
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID No.:
08-08-08
2077102
E-20868
A. Fenstermacher
5258882-49
ICC
Inspection of: Epoxy Anchors
Contractor: Wildish Building Co.
Weather: Clear
BP No.: [CQM2007-00828 .)
Continuous Inspection: 0
Periodic Inspection: iii
Performed continuous inspection during the installation of twenty eight (28) 3/4" x 12"
. vertical aU thread anchors .into plinths. at south portico and three (3) 5/8" x 14" vertical
all thread anchors into curb in northwest corner of north carport for hold downs. Prior
to installation the predrilled holes were cleaned with compressed air and a brush.
Verified minimum embedment of 8" for 3/4" anchors and 12" for 5/8" anchors. Anchors
were secured with Hilti Hit Hy-150 max (ICC-ES ESR- 1967 expiration date 08/2008).
Ian (Wildish) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with RFI# 240 .
dated 03-14-08, plans dated 06-28-07 and applicable workmanship provisions of the
I.B.C., except if noted a~ove..
Reviewed By:
e~'1~1;zr-
Technical Manager
c: Barrantine Bates Lee ~ (e-maii)
kpff Consuiting Engineers ~ (e-mail)
Oregon Military Dept. - (e-mail)
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, Inc.'s written authorization.
750 NN ComeII Avenue' Cavallis, Oregon 97330, phone (541) 7574698, fax (541) 757-2991
29540BAirportRoad' Eugene, Oregon 97402, phore (541) 684-J849 . fax (541)684J851
630fIJ Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844. fax (541).382-4846
~
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.1~'llllrf:..III..'~a.llfJ~.m.
Geotechnical & Construction Services
Compressive Strength of Concrete
. (ASTM C 39)
CLIENT
Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
PROJECT
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
COM2007 -00828' -
DATE
PROJECT NO.
REPORT NO.
08-08-08
2077102
5955
. B.P. NO.
DATE CAST 07-11-08 CAST:SY A. Fenstermacher DATE RECEIVED 07-12-08
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 40-1K CEMENT. MAX SIZE AGG. 3/4"
ADDITIVES AEA AIR CONTENT
LOAD NO. 1 TICKET NO. 3221215 SLUMP 5"
CONCRETE TEMP 7rF. YARDAGE 5.0 OF 5.0 TIME 11:10AM
AIR TEMP 710F WEATHER Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Portico footings and pedestals except pedestal at southwest corner.
AVERAGE
TEST.. AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) . LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURErt
07-18-08 7 12.56 8.3 54500 4340 8:05 AM I 3
08-08-08 28 12.56 8.4 77800 6190 6270 8:55 AM I 5
08-08-08 28 12.56 8.4 79800 6350 9:00 AM I 1
Hold
**1 -End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Ian (Wildish Building Co.) was advised of on-site test results:
-
Reviewed By:
fJI. ';(.Ik---:
Michaell.'Mi!/r .
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consultin9. En9ineers - (e-mail)
Ore90n Military Dept. - (e-mail)
Knife River - (e-mail)
City of Springfield
MLM: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 evalu~ted. 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 rm ComeIIAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402, phone (541)68<h3849' fax (541) 684,3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541 )382-4846
S.'" '... .........,).
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Page 1 of.1
Report of Inspection Services
Weldin~/Hi~h-Stren~th BoltinQ
.t.,",,,t:""""."lJi~lil!i Geotechnical & ConstrucIion SeIVia3s
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfieid, Oregon
Oate:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Metalsome
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
08-07-08
2077102
E-20839
L. Postier/K. Green
06120541
AWS CWI
Field: iii
Clear
'-C9~2007-=-0~)
Arrived on site to perform visual inspection of HSS to embed connections and welds on light gauge
framing of carport per details (2) and (5) on 702 and the email transmittal from engineer. Completed
welds were checked for size, length, profile and location.
Contractor was asked to notify our office when additional service's are needed.
To the best of our knowiedge, the work checked is in conformance with drawings dated 11-27-07, EOR
email transmitial dated 07-15-08 and applicable AWS D1.1 and D1.3 codes, except if noted above.
Reviewed By:
. ;11. '!(~ ~
Michael L. M,t;;-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e~mail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the cUentta whom it is addressed, and pertains to the specific
process and/or material evaluated. As such, infonnation contained herein shall not be reproducedin,part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW ComellAvenue' Corvallis, Oregon 97330' phone (541) 7574698, fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846
y.
lf~~l
.'~'llrlri;"I~Io'lll:'IlIII\"I~ILI Geoted1nical & Construdion.Services
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Complex
Phase II .
3110 Pierce Parkway.
Springfield, Oregon
Date:.
Project No.:
Report No.:
Inspector:
10 No.:
08-07-08
2077102
E-20838
L. Postier/K. Green
06120541
AWS CWI
Field: 0
Inside
[0[M2007~00828J
Inspection of:
. Fabricator or Erector:
Contractor:
Welding
Metaisome
Wildish Building Co.
Shop:. iii
Weather:
BPNo.:
Performed visual inspection on the fabricated structural steel balcony support assemblies 524-C and O.
Completed welds were checked for size, length, profiie and location. .
Fabricator 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 07-21-08
and applicabie AWS 01.1 code, except if noted above.
Reviewed By:
jJJ. ~~------
Michael L~ Mt!tr-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers - (ecmail)
Oregon Military Oept. - (e"mail)
City of Springfield
MLM:sc
This r~po.rt and/or enclosed test data is the confidential prop~rty of the client to whom iUs addressed and pertains to the specific
process andlor material evaluated. As such, information contained herein shall "91 be reproduced in part or full and/or any part
thereof be disclosed without FEITesting & Inspection, Inc.'s written authorization.
750 NW Comell Avenue' Corvallis, Oregon 97330 . phone (541) 7574698 . fax (541) 757-2991
29540 BAirporl Road' Eugene, Oregon 97402. phone (541) 6B+3849 . fax (541) 684--3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701. phone (541) 382-4844 . fax (541) 3824846
~
41. t:P;~
~4.:_.
11;"'II~lrI;;~m~~lI~IIIII~.tlllll G80technical & Construction Servic:es
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Boltin9...
Client: Mr. Jim Thomas
Wildish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project:
LCAFRC Compiex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
IDNo.:
08-04-08
2077102
E-20842
L. Postier/K. Green
06120541
AWS CWI
Field: iii
Clear
CCbM20'07:0082~)
Inspection of:
Fabricator or Erector:
Contractor:
Welding/HSB
Gibson Steel
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
Arrived on site to verify that the 7/8" A-325 high strength bolts were brought into a "snug tight" condition
and match marked for the additional 113 turn using the turn-of-the nut procedure. Witnessed the
additional 1/3 turn tensioning procedure.
Also, performed inspection on the following welded connections: column to anchor clips; knee brace to
wall embeds and beam to wall embeds.
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 drawings dated 11-27-07, RS
601M EOR email dated 07-21-08 and applicable AWS 01.1 and AISC codes, except if noted above.
Reviewed By:
/fJ.';{.~ ~
Michael L M#-
Technical Manager
c: Barrantine Bates Lee - (e-mail)
kpff Consulting Engineers -(e-mail)
Oregon Military Oept. - (e-mail)
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 shalt not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 tom 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 Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
.2!l
11;"II~ICj;.I~.';';'.II'I~.I~L. Geoted1nical & Construdion Servk::;es
<r..r
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr. Jim Thomas
Wild ish Building Co.
P.O. Box 7428
Eugene, Oregon 97401
Project: LCAFRC Complex
Phase II
3110 Pierce Parkway
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10.No.:
." I
Inspection of:
Fabricator or Erector:
Contractor:
High Strength Bolts
Gibson Steel
Wildish Building Co.
Shop: 0
Weather:
BPNo.:
07-31-08
2077102
E-20777
C. Walpolel K. Green
01040131
AWS CWI
Field: iii
Clear
rCOM200'7 -00828
'------ --,- '- -
Arrived on'site to perform bolt verification on the 7/8" A325 high strength boitsfor the portico using the
"turn-of-the nut" method. Three (3) bolts were installed in a Skidmore Wilhelm tension indicator, brought
to a "snug tight" condition, and. an additional 1/3 turn was applied. Bolts tested will meet the minimum kip
value of 39 kips + 5% per AISC manual.
Contractor was asked to notify our office when additional services are needed.
To the best of our knowiedge, the work checked is in conformance with drawings dated 04-10-08 and
applicable AISC manual, except if noted above.
Reviewed By:
/7;. ';(.~
Michael L. 'Meflr
Technical Manager
c: Sarrantine Bates Lee ~ (e-mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-maii)
City of Springfield .
MLM:sc
.0
-, ...
RECEIVED
AUGJ
. 3 2008
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and 'pertain"s 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 disciosed without FEl Testing &' Inspection, Inc.'s written authorization: . --
750 t#V Comell Avenue' Corvallis, Oregon 97330 '. phone (541) 7574698 . fax (541 )757-2991
29540 B Airport Road . Eugene, Oregon 97402. phone (541) 684-3849 . fax (541) 6B4-3851
. 63050 Corporate Plaoe, Suite 2. Bend, Oregon 97701 . phone (541)382-4844' fax (541) 3824646
>5
~f!l
1I~'liI'l"""\""atll"."'. Geotechnical & 0lnstrucIi0n Services
Page 1 of 1
Field Density Test Results - ASTM D 2922
Client:
Mr. Jim Thormis
Wild ish Building Co.
P.O,. Box 7428
Eugene, Oregon 97401
Project:.
LCAFRCComplexPh. II
3110 Pierce Parkway'
Springfield, Oregon
Date:
Project No.:
Report No.:
B.P. No.:
06-11-08
2077102-700
E-20320
<;:9~f.QOJ-00828.
MOISTURE/OENSITY DATA: ASTM 01557- Maximum Dry Density'of 149.0 pcf, at 6.0% moisture was furnished by client
1 1/2" - 0 crushed gravel (Wildish Sand and Gravel).
Wet
Test Approximate Location Approx. Density Percent Dry Density Percent Compaction
No. Elev, (pcf) Moisture (pcf) Coml!action Requirement
1 30' E of Wend - near center N side FG 142.4 3.8 137.3 92.0 95.0
2 80' E of Wend - near center S side FG 144.0 4.5 137.8 93.0 95.0
3 130' E of Wend - near center N side FG 139.8 4.1 134.3 90.0 95.0
4 180' E of Wend - near centerS side FG 137.8' 3.2 133.6 90.0 95.0
5 230' E of W 'end - near center N side FG 146.4 5.1 139.4 94.0 95.0
6 280' E of Wend - near center S side FG 142.9 4.2 137.2 . 92.0 95.0
7 330' E of W end ~ near center N side FG 146.1 3.3 141.4 95.0 95.0
8 380' E of Wend:'" near center S side . FG 138.3 3.8 133.2 90.0 95.0
- --- -
-.-----
Tests performed at finished grade of base rock under asphalt paving along riort.l\ side of site. Bolding denotes failing
tests:
Remarks: Ian (Wildish Building Co.) was advised of test results.
Reviewed By:
/h,~~
MichaelL. Meyer
. Technical Manager
c: Barrantine Bates Lee - (e"mail)
kpff Consulting Engineers - (e-mail)
Oregon Military Dept. - (e-mail)
City of Springfield
MLM:jw
This repoit 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 of full and/or any part thereofbe disclosed without FE! Testii:J.~ & Inspection, Inc,',s written'ilUthonzation.
750 NW ComdlAVffiue' Corvallis, Oregoo 97330' phooe(541) 7574698 . tax (5<11) 757-2'E1
29540 B AiIportRood' Eugme, Oreg:n 97402' jXxne(541 )684-3849' tax(541 )684-3851 .
63050 CoI]Xlrate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 'fux(541) 3824846