HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-10-20FEI Page 1 of 1
Daily Field ReportJffllit!ffi l::* cececrr"d & ctrsudi..r se'vires
Client:
lnspection of:
Contraclor:
Mr. Dean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Springtield, Orcgon 97 47 7
Masonry
Meili Construction
Ptoject: OregonNeurologyBuilding
1 Hayden Bridge Way
Springfield, Oregon
Date: 10-02-18
Project No.: 2187013
Report No.: E-46866lnspector: D. Delatte
lD No.: 1080867
ICC
Continuous lnspection: O
Periodic lnspection: E
Performed inspection on reinforcing steel tor trash enclosure 6" CMU walls (4'to top).
Reinforcing steel was checked for grade, size, lap, placement, spacing, quantities and
clearance, where applicable. Reinforced cells appeared relatively clean and free of
excessive mortar projections.
Observed the placement of 1.5 yards of Knife River 7sk grout (mix 7KG3R000) for
walls noted above. Grout was placed by pump and was mechanically consolidated.
Walls were grouted solid. Slump - 8"+; grout temp€rature - 67Fi ai temperature -
80F.
Cory Reiling (Haps Masonry) was advised of our on-site observations.
To the best of our knowiedge, the work inspected was in accordance with plans dated
09-15-17 and applicable workmanship provisions of the l.B.C., except if noted above.
Reviewed By:
/h.*.
Michael L. Meyer
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidl (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springrfreld - Robert Castile (email)
MLM:SC
This report and/or enclosed lest data is the confidentEl propeny ol the client lo whom il is addrBsed and perlains to the specific
process and/or material evalualed As such, inloamation conlained h€rein shall not b€ reproduced in parl or full and/or any perl
thereof be disclosed xilhoul FEI festinO E lnspection, lnc 's enilten aslhorization
75O M Comell Avenue . Corvallis, Oregon 97330 phone (541) 7574698
29540 B A[po.l Road . Ewene, oregon 97,l()2 . phone (5a1) 684-3{X9
945 Cdumua Street NE, Suite 1A Salem, o'egon 97301 . phone (971) 2734672
Weath€r: OvercastBPNo.: 811-17-002254-STR
FEI
mi!!##k Georedricat & corsudiyrservic
October 16, 20 1 8
flsoils
Estructural masonry
Elpost-installed anchors
Mrernforced concrete
Mbolts cast in concrete
Elstructural welding (shop/field)
EIhigh-strength bolts
Espray applied fireproofing
Proiect No
Report No
2187013
E-46961
Mr. Dean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Oregon 97 477
FINAL SUMMARY REPoRT
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
Building Permit No. 8l 1-17-002254-STR
Dear Mr. Hansen,
This letter confirms that FEI Testing & lnspection, lnc. performed special inspection services in
accordance with IBC and as directed by our client for the above-referenced project. We were
employed to provide continuous or periodic inspection on specific dates, as documenled per our
special inspection reports for:
Based upon our observations and written reports of this work, it is ourjudgment that the inspected
work was performed, to the best of our knowledge, in accordance with the approved plans,
specifications, change orders and/or structural engineer's instructions, and applicable provisions
of Chapter 17 of the lnternational Building Code, unless otherwise noted or referenced above.
Respectfully,
/1.*.
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (emait)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)
MLM:sc
This repon and/or ancbsed lest dala is d€ confidcntaal p.operly oI lhe client lo *nom il ls eddressed and p€nains to ti. specific proc€ss and/or matcnsl
evalual?d. A3 such. inlo.mation conliained hcrein shall not be rep@duc€d in 9an or full and/q any fra( thereol be dEalos€d withod FEI Te$ng A
lnspeclron, lnc s umllcn euthoizalion.
750 t'IW Comell Avenue . Corvallis, oregon 97330 . phme (541) 757-4698
29540 B Airport Road . Eugene, Oregm 97]102 . pho.re (541) 684-3849
945 Columbia Sneet NE, Suite 14 Salem, oregm 97301 . phone (971)2734672
Michael L.
FEI
ftillll|tllltrttllilL,mGdrx'ripl . ca"!x{n !,ri." GeoEdrical& crrdnrrin servi?-q
Compressive Strength of Concrete
(ASTM G 39)
CLIENT Mr. Dean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Springfi eld, Orcgon 97 477
Oregon Neurology Building
1 Hayden Bridge Way
Spnngfield, Oregon
DATE
PROJECT NO
REPORT NO.
09-05-18
2187013
2464
PROJECT
DATE CAST
STRENGA REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADOITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
08-30-18
4'x8'
Knife River
3t4"
3.so/o
4 1t2',
8:25 AM
ASTM C 31
BP NO. 811-17-002254-STR
08-29-18 CAST BY E. Pelton DATE RECEIVED
4500 psi SPECIMEN SIZE
4500 psi SACKS SUPPLIER
24F5N57COS CEMENT - MAX SIZE AGG,
WRDA : DARAVAIR AIR CONTEIIT
1 TTCKET NO. 80028521 SLUMP
72'F YARDAGE 10.75 OF 10.75 TIME
58" F WEATHER Sunny SPECIMEN STORAGE
Trash enclosure footing at north side and curbs at south side of east parking lot.
TEST
DATE
AGE
(DAYS)
AREA
(tN.'1)
WEIGHT
(LAS)
TOTAL
LOAD {LAS)
COMPRESSIVE
STRENGTH (PSI}
AVERAGE
STRENGTH
(PSr)
TIME OF
TEST
TYPE OF
FRACTURE'
09-05-18 7 12.44 8.43 53855 4330 6i20 AM 3
09-26-18 28
09-26-18 28
09-26-18 28
"r-E.dcon.s 2.con.lspr 3-corohmr 4 - oiag..ar 5- side (lop or botrqn) 6 - s.de (pdnred lo, or oollon)
REMA,RKS: Mike Wiebe (Meili Construction ) was advised of on-site test results.
Reviewed By:n/
Michael L
Technical Manager
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hemandez (email)
BHE Group, lnc. - Corly Brown (email)
City of Springfield - Roberl Castile (email)
This report andlo. enclosed lesl data is lhe confidenthl properly of the client to whom it is addressed and pertains to lhe specific
process and/or fnaterial evalualed As such, information contained heroin shall nol be reproduced in part or full end/or any part
thereof be disclosed without FEI Testing t lospeclion, lnc.'s written authodzation
75O l.IW Comell Avenue . Corvallis, Oegon 97330 . phone (541) 7574698
29540 B Ajrport Road Ewene, Oregon 97402 . phme (541 ) 6843849
805 Ubedy Sfeet NE, Suite 3 Salem, Oregon 97301 phone (971) 2734672
MLM:St
FEI
Itiililfilil1Pffft0il.rtGd..[.i!] l.e"urb. tdyi., Ger edricel & &ndn Servi:es
Compressive Strength of Concrete
(ASTM C 39)
CLIENT Mr. Dean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Spnngfield, O@gon 97477
PROJECT
REMARKS: Mike Wiebe (Meili) was advised of on-site test resuits
Reviewed By:
Oregon Neurology Building
1 Hayden Bridge Way
Springlield, Oregon
09-13-18
21870't3
2446
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
08-17-18
4'x8'
Knife River
a4"
4.00/o
4 112"
10:50 AM
ASTM C 31
BP NO. 811-17-002254-STR
08-16-18 CAST BY E. Pelton DATE RECEIVED
4500 psi SPECIMEN SIZE
4500 psi SACXS SUPPLIER
24F5N57C09 CEMENT -- MAX SIZE AGG.
WRDA 64: DARAVAIR AIR CONTENT'| TTCKETNO. 80028225 SLUMP
75'F YARDAGE 5,50 OF 5.50 TIME
64'F WEATHER Overcast SPECIMEN STORAGE
Four (4) trash enclosure column footings at northeast comer of east parking lot.
TEST
OATE
AGE
lDAYS)
AREA
(1N.,)
WEIGHT
(LBS)
TOTAL
LOAD (LBS)
COMPRESSIVE
STRENGTH (PSI}
AVERAGE
STRENGTH
(PSD
TIME OF
TEST
TYPE OF
FRACTURE'
08-23-18 7 12.44 8.43 58900 4730 7:40 AM 3
09-13-18 28 12.44 8.39 86620 6960
7040
3:15 PM 2
09-13-18 12.44 8.37 87670 7050 3:20 PM 2
09-'13-'18 28 12.44 8.36 88310 7100 3:25 PM 3
"1.E.dCo.6 2, Cmqrspr{ 3-C.rum& 4 - ltirgondl 5-slde(topdbotm} 6 - Sd€ (po'nt.d l@ o. bond}
/1.*.
i,ficnaet r r',teyer
Technical Manager
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hemandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)
Thas repo.t and/or enclosed t6st data is the confidential property or lhe client to whom it is addressed and penaans to the specific
process and/or matedal evaluated As such, information contained herein shall not be reproduced in parl or full and/or any parl
thereof b€ disclosed wilhout FEI Testing 6 lnspectjon, lnc 's lvritlen aulhorizalion
750 tiw C,ornell Avenue . Corvallis, oregon 97330 phone (541) 757-4698
29540 B Airpo{t Road Eugene, Oregon 97402 . phone (541) 6843849
805 Ubeny Sreet NE, Suite 3 . Salem, Oregon 97301 . phone (971)273{672
N4LM:st
OATE
PROJECT NO.
REPORT NO.
I
FEI
Itsflili t lilsPftltail,w
6..h<ri.ior r <'.r!dh !fri. Geciedricd & ctrEtudh servires
Gompressive Strength of Concrete
(ASTM C 39}
CLIENT Mr. Oean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Oregon 97477
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
DATE
PROJECT NO
REPORT NO.
09-06-18
21870't3
2422
PROJECT
DATE CAST
STRENGTH REOUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
08-10-'18
4'x8"
Knife River
3.56/o
4',
8:50 AM
ASTM C 31
BP NO.
08-09-18 CAST BY
4500 psi
4500 psi SACKS
24F5N57C09 CEMENT
WRDA :DARAVAIR
1 TICKET NO.
76'F YARDAGE
63'F WEATHER
South approach on Laura Street
811-17-002254-STR
E. Pelton
80028027
10.75 0F 2',t.50
Sunny
TEST
OATE
AGE
(0AYS)
AREA
0N.,)
WEIGHT
(LBS)
TOTAI
LOAD (LBSI
COMPRESSIVE
S]RENGTH (PSI)
AVERAGE
STRENGTI{
(PSt)
TIME OF
TEST
rYPE OF
FRACTURE*
08-16-18 7 12.44 8.41 54900 4410 9:10 AM 2
09-06-'18 12.44 8.4'1 78220 6290
6420
2:50 PM 3
09{6-,l 8 28 12.44 8.44 80160 6440 2:55 PM 3
09{6-18 28 12.44 8.41 81285 6530 3:00 PM 3
_r-Enr,c!... 2 - cdl./spl'l 3 - c.orumrr 4 - o.go.'ar 5- sd. (top or bdro.n) 6 - srd. {goioGr,Iop o. bondr)
REMARXS: Mike Wiebe (Meili Construction) was advisgd of on-site test results.
Reviewed By
lt.t.
Michael L
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hemandez (email)
BHE Group, lnc. - Corky Browr (emaal)
City of Springfield - Robert Castile (email)
This .eport and/or enclosed test dala is the confidenlial property ol lhe client to u/hom it is addressed and perlains to the sp€cific
process end/or malerial evalualed. As such, informalion conlained herein shall nol be reprcduced in psrt or full and/or any pan
thereo, be disclosed wilhout FEI Tesling I lnsp€ction, lnc 's yvritlen aulhorizalion
MLM:St
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
LOAD 'l SAMPLED West half of approach.
I
75O fIW CornellAvenue . Corvallis, Oregon 97330 . phone ( 1) 757-4698
29540 B Airpod Road Eugene, Oegon 97402 . phone (5a1) 684-3&tg
805 Uberry Sreet NE, Suite 3 . Salem, Oregon 97301 phon€ (971) 273{672
FEI Page '1 of 1
ItsililE e |ilSfft' 0il.,,t;;;';.?;;;;;;., Geobdrical & Cq$udivt Servioes
Client:Mr. Dean Hansen Projoct
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Otegon 97 47 7
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
Date: 08-07-18
Project No.: 2187013
Report No.: E-46496lnspector: E. Pelton
lD No.: 850262
tcc
Continuous lnspection: Cl
Periodic lnspection: E
lnspection of
Conlractor:
Epoxy Dowels
Meili Construction
Sunny
81 't -17-002254-5TR
Observed the installation of thirty-four (34) #5 x 18" reintorcing steel dowels into concrete
paving for the south approach on Laura Street. Prior to installation, the predrilled holes
were cleaned with a brush and compressed air. Verified embedment depth of +9" and
spacing of t24" on center. Dowels were secured with Simpson Set- XP epoxy adhesive
(lCC - ESR 2so8/expiration date: 10-25-19).
To the best of our knowledge, the work inspected was in accordance with 2003
Springfield Standards, City of Springfield email dated 07-19-18 and applicable
workmanship provisions of lhe l.B.C., except if noted above-
Weather:
BP No.:
Reviewed By:
ltt,fu-
Michael L. Ma{er
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jenniler Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)
MLM:St
This report endlor enclosed lesl data is lhe conlic,ential property of the client to \Nhom it is sddressed and pertains to the specificprocess and/or material evaluated As such, informalion contained herein shall not be reproduced in part or full aftl/or any pan
lhereot be disclosed wilhout FEI Tesling E lnspeclion. lnc 's uritten authorizalion
750 l'IW Comell Avenue . Corvallis, Oregon 97330 phone (5a1)757-4698
29540 B Airport Road . Eugene, Oregon 97402 . phone (541)68+3849
805 Uberty Sfeet NE, Suite 3 Salem, Oreg,on 97301 phone (971)273{672
Daily Field Report
FEI Page 1 of '1
tFsnilt t |ilstrtfl0il.Mo--iiJJ.?'J*i*-#*- Geotedr*cal & Cssfi'rctin S€rviles Daily Field RePort
lnspection of
Contractor:
Reinforced Concrete
Meila Construction
Overcast
81 1-17-002254-STR
Mr. Dean Hansen Project:
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Orcgon 97 47 7
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
Date: 08-16-18
Project No.: ?187013
Roport No.: E-46568lnspector: E. Pelton
lD No.: 850262
ICC
Continuous lnspection: E
Periodic lnspection: M
Weather:
BP No.:
Performed inspection on the reinforcing steel in the four (4) trash enclosure column
footings at the northeast corner of the east parking lot. The 3/4" x 18" anchor bolts with
1 112" plale washers and nuts were secured in templates. Verified anchors for size,
embedment and quantity. Reinforcing steel was checked for grade, size, laps,
placement, spacing, quantities and clearances. Reinforcing steel was secured with tie
wire and supported above grade.
Observed the placement of 5.5 yards of Knife River 4500 psi concrete (mix
24F5N57C09) at locations noted above. Concrete was placed directly from truck and
was mechanically consolidated. Cast one (1) set of four (4) 4" x 8' concrete lest
cyfinders. Slump - 4 1/2"; concrete lemperature - 75F: ai temperature - 64F; air
content - 4.0olo.
Mike Wiebe (Meili Construction) was advised of the on-site observations and test
results.
To the best of our knowledge, the work inspected was in accordance with plans dated
09-15-17, email dated 08-08-18 (footing depth) and applicabie workmanship provisions
of the l.B.C., except if noted above.
Reviewed By;
{h.t.
Michael L
Technical Manager
c:
Meili Conskuction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)
750 I'JW Comell A!€nue . Cr ral$s, oregon 97330 . phone (541 ) 7574698
29540 B Airport Road . Eugene, oregon 97aO2 . phooe (541 ) 6843849
805 Uberty Steet NE, Suite 3 . Salem, Orego.r 97301 . phone (971) 2734672
MLM:Sc
Client:
This reporl and/or enclosed lest dala is the confidential propeny of the clienl to whom it is sddressed end pe.teins to lhe specific
process and/or malerial evaluated. As such, informalion conliaaned he.ein sMll not be reproduced an part or futt and/or any part
lhereof be disclosed withoul FEI Testing & lnspeclion, lnc's writton authodzation
FEI
ItgililE r IilSPtfft0\t,,,Compressive Strength of Concrete(asrM c 39)G-kr,i!r. G.rr!.iin s.,vi.- GeoEdnical &Servi'es
CLIENT Mr. Dean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Oregon 97477
PROJECT
BP NO.
08-09-18 CAST BY
4500 psi
4500 psi SACKS
24F5N57C09 CEMENT
wRDA 64; DARAVAIR
1 TICKET NO.
76" F YARDAGE
63'F WEATHER
South approach on Laura Street
Oregon Neurology Euilding
1 Hayden Bridge Way
Springfield, Oregon
81 1-17-002254-STR
E. Pelton
DATE
PROJECT NO.
REPORT NO.
08-16-18
2187013
2422
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
OATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
08-10-18
4"x8'
Knife River
%'
3.5./.
4',
8:50 AM
ASTM C 31
8002ao27
10.75 0F
Sunny
21.50
LOAO T SAMPLED West half of approach
TEST
DATE
AGE
(DAYS)
AREA
(tN.,)
WEIGHT
(LBS)
TOTAL
LOAD (LBS)
COMPRESSIVE
STRET,IGTH {PSI)
AVERAGE
STRENGTH
(PSr)
TIME OF
TEST
TYPE OF
FRACTURE"
08-16-18 7 12.44 8.41 54900 4410 9:10 AM 2
09-06-18 28
09-06-18 28
09-0G.18 28
"1.EndCo6 2 - Con./Spr 3. C.run'.r 4-O.gonar 5 - Sde (rop o. bonorn) 6 - Srr'. (ponled r@ 6r botm)
REMARKS: Mike Wiebe (Meili Construction) was advised of on-site test results
Reviewed By:
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hemandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Roberl Castile (email)
This report end/or enclosed tesl data is the conrldential property ot the client lo whom it is addressed and pertains to lhe specilic
process and/or maledat evaluated. As such, inlormation conlained herein shall nol be reproduced in pad or full and/or 6ny pan
thereof be disclosed withoul FEI Testing & Inspection, lnc 's writlen aulhodzation.
750 NIW ComellAvenue Corvallis, Oregon 97330 phone (541) 757-4698
29540 B Ajrporl Road Eugene, oregpn 97402 phme (541) 6&1-3849
805 Ubefiy Sreet NE, Suite 3 Salern, Oegon 9730'l phone (971t273672
MLM:SI
I
[h.* /1h---
Michaet L. M14r
FEI
It s lt il c r I llsPtfi t uil,,,t
6..r-[ni.r r (e,rEln. e,i.' G€rieaffi & (}.i1dn Servhes
Compressive Strength of Concrete
(ASTM C 39)
CLIENT Mr. Dean Hansen
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Oregon 97477
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
DATE
PROJECT NO
REPORT NO.
08-17-18
2187013
2381
PROJECT
DATE CAST
STRENGTH REOUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
DATE RECEIVEO
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
BP NO. 811-17-002254-STR
07-20-18 CAST BY E. Pelton
4000 psi
4500 psi SACKS
24F5N57C09 CEMENT
WRDA64, DARAVAIR'r TTCKETNO. 82011446
74' F YARDAGE 6.0 OF 12.0
60'F WEATHER Sunny
Driveway approach on Hayden Bridge Way.
LOAD ,I SAMPLED North end
TEST
DATE
AGE
(oAYS)
AREA
(tN.,)
WEIGHT
(LBS)
TOTAL
LOAD (LAS)
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(PSr)
TIME OF
TEST
TYPE OF
FRACTURE'
07 -27 -18 7 12.50 8.50 60370 4830 9:05 AM 3
08-17-18 28 12.50 8.5'1 85215 6820
7020
7:55 AM 2
08-17-18 28 12.50 8.52 90560 7240 8:00 AM 3
08-17-18 2A 12.50 8.50 87380 6990 8:05 AM 2
" l.E.dC@B 2'Cse,Spl 3-Colun., {-Oago..l 5 - S'd€ (lop or bollom} 6 - Sde lponled rop or Ootdn)
REMARKS: Leon (Meili)was advised of on-site test results
Reviewed By
/1.r.
Michael L
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wieb€ (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawiess (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)
This report and/or enclosed test data is the confidentaal prope.ly of the clienl lo whom it is addressed and pertains to the specific
process and/or material evaluated As such, infomation contained horein shall nol be reproduced in part or full and/or any parl
lhereof be disclosed wilhout FEI Tesling & lnspection, lnc 's tlritten authodzation.
750 tIW Comdl A\€nue Corva is, Oegpn 97330 phone (541 ) 757-469tI
2S540 B A,rpo( Road Eugene, oregm 97a02 phone (5a1) 68448a9
805 Uberty Sreet NE, Suite 3 Salern, Oregon 97301 phone (971)273{672
MLMist
07-21-18
4'x8"
Knif6 River
314'.
3.50k
4'|2"
9:20 AM
ASTM C 31
FEI Page 1 of 1
XW^!!:PH!#" Geotecfnid & corsrrLctin Servis Daily Field Report
Client:
lnspection of
Contractor:
Mr. Dean Hansen Project:
Laura Streel Medical, LLC
3555 Riverbend Orive
Springfield, Orcgon 97 477
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
Date: 08-09-18
Project No.: 2187013
Report No.: E-46519lnspector: E. Pelton
lD No.: 850262
tcc
Continuous lnspection: tr
Periodiclnspection: EI
Reinforced Concrete
Meili Construction
Weather:
BP No.:
Sunny
81 1- 17-002254-STR
Performed inspection on the reinforcing steel in the south approach on Laurel Street.
Reinforcing steel was checked for grade, size, laps, placement, spacing, quantities and
clearances. Reinforcing steel was secured with tie wire and supported above grade on
mncrete dobies.
Observed the placement of 2'1.5 yards of Knife River 4500 psi concrete (mix
24F5N57C09) at location noted above. Concrete was placed directly from truck and
was manually consolidated. Cast one ( 1 ) set of four (4) 4" x 8" concrete test cylinders.
Slump - 4": concrete temperalure - 76F; air temperature - 63F; air content - 3.5olo.
Mike Wiebe (Meili Construction) was advised of the on-site observations and test
results.
To the best of our knowledge, the work inspected was in accordance with plans dated
09-15-17, Springfield city standards and applicable workmanship provisions of the
l.B.C., except if noted above.
Reviewed By
[h
Michael L
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)
This repon and/or enclosed tesl dela is lhe confidential property of the client to whom il is addressed and perlains to the specirlc
prccess and/or material evaluated As such, anformation contained herein shall not be reproduced in part or full and/or any part
thereot be disclosed withoul FEI Testing & lnspeclion, lnc.'s ffitlen authorizataon
75O l.IW Co.nellA\€nue . Corvallis, oregpn 97330 phone (541) 7574698
29540 B Airport Road . Eugene, oregpn 97402 pflone (541) 6843849
805 Uberty Steet NE, Suite 3 ' Salem, ofegon 97301 phone (971)2734672
N,4LM:sc
FEI Page 1 of 1
Daily Field ReportH#,!!IK!:;, Geo{edni:al & CorstrLdi:n Servixs
Client:Mr. Dean Hansen Project:
Laura Street Medical, LLC
3555 Riverbend Drive
Springfield, Oregon 97477
Oregon Neurology Building
1 Hayden Bridge Way
Springfield, Oregon
Date: 08-29-18
Project No.: 2187013
Report No.: E-46642
lnspector: E. Pelton
lD No.: 850262
ICC
Continuous lnspection: tr
Periodiclnspection: EI
lnspection of
Contraclor:
Reinforced Concrete
Meili Construction
Weather:
BP No.:
Sunny
81 1-1 7-002254-STR
Performed inspection on the reinforcing steel for the trash enclosure footing at the
north side of the east parking lot. Reinforcing steel was checked for grade, size, laps,
placement, spacing, quantities and clearances. Reinforcing steel was secured with tie-
wire and supported above grade on concrete dobies.
Observed the placement of 110.75 yards of Knife River 4500 psi concrete (mix
24F5N57C09) at the above location and curbs on the south side of the east parking lot.
Concrete was placed directly from truck and was mechanically consolidated. Cast one
(1) set offour (4) 4" x 8" concrete test cylinders. Slump-41/2"; concrete temperature
- 72F: ai lemgerature - 58F; air content - 3.5%.
Mike Wiebe (Meili Construction) was advised of the on-site observations and test
results.
To the best of our knowledge, the work inspected was in accordance with plans dated
09-15-17, Springfield City Standards and applicable workmanship provisions of lhe
l.B.C., except if noted above.
This reporl and/or enclosed tesl data is the conlidenlial property ol the client lo whom il is addressed and p€rtains lo lhe specifc
process and/or malerialevaluated. As such, informalion conlained herein shallnol be reproduced in parl ortulland/or any parl
lhereof be disclosed without FEI T€sting & lnsprction, lnc.'s writlen eutho.ization
750 f{w ComellAvenue . Coryallis, Oregon 97330 phone (541) 757-4698
29540 B Ajrpon Road Eugene, Oegon 97402 phone (541)684-3&49
8O5 Uberty Sreet NE, Suite 3 Sale.n, o'egon 97301 phone (971) 273{672
MLI\,4:St
Reviewed By:nqry*-
Michael L. Meyer
Technical Manager
c:
Meili Construction - Mike Chalmers (email)
Meili Construction - Mike Wiebe (email)
Meili Construction - Jennifer Cooper (email)
Meili Construction - Jennifer Meili (email)
TBG Architects - John Lawless (email)
TBG Architects - Andrew Scheidt (email)
Branch Engineering - Rick Hernandez (email)
BHE Group, lnc. - Corky Brown (email)
City of Springfield - Robert Castile (email)