HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-10-26FEI Page 'l of 'l
Daily Field ReportmWruk" Gecrcdricd & Cssudm Serb€s
Client:
lnspection of
Contractor:
Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 261 1
Eugene, Oregon 97402
Reinforced Concrete
Chambers Construction
Project: Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
Date: 10-26-18
PrcjectNo.: 2'187122
Report No.: E-47038
lnspector: M. Meyer
lD No.: 0877905
tcc
Continuous lnspection: 0
Periodic lnspection: B
Wealher:
BP No.:
Light Rain
811-18{01847-STR
Performed inspection on the reinforcing steel in pedestrian ramp slab near lines 7A.
Rebar was checked for size, grade, lap, quanlity, ties, supports and clearances, where
applicable.
Observed the placement of 3.0 yards of Knife River 4000 psi concrete (mix 40N17000).
Concrete was placed directly from truck and was mechanically consolidated. Cast one
(l ) set of four (4) 4' x 8" compressive strength concrete test cyinders. Slump - 4 1/4',
concrete temperature - 66F; air temperature - 58F.
Mel Taylor (Chambers Construction) was advised of on-site test results and was asked
to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with ASI 2 plans
dated 08-06-18, EOR email dated 10-24-18 (use of rebar in lieu of wwM) and
applicable workmanship provisions of the l.B.C., except lf noted above.
Reviewed By:
[h.z
Michael L. Meyer
Technical Manager
c:
Chambers Conskuction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
This reporl6nd/or enctosed test data is the confidentlel property of the client to whom it is addressed and p€rlains lo the specific
process andlor matedat evalualed As such, information contain€d herein shall nol be roproduccd in part or full aM/or any part
thereol be disclosed wilhout FEI Testino A lnspection, lnc.'s *titten authorizalion.
75o I'IW ComellA\€nt€ Corvallis, oregDn 97330 pircr'e (541)757-4698
29540 B Airpo.t Road Eugene, Oregpn 97402 prtor€ (541)6843849
945 Colurntia Steet NE, Suite 1 A Salem, oregoo 97301 - phorE (971 ) 2734672
MLM:sc
rtsflili r lilsPfilt0il.,r
G..kr6t(!r. (6,hni. rsvi6 Geotedrical& CtrEfudir Servires
Page 1 of 1
Report of lnspection ServicesFEI
Weldinq/Hiqh-Stren qth Boltins
Client:Ms. Lauretia Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
lnspeclion of: High Strength Bolts
Fabricator or Eroctor: MBSIContractor: Chambers Construction
Reviewed By
Project: Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
Oate:
Project No.:
Report No.:
lnspector:
lO No.:
Shop: D
Weather:
BP No.:
Performed tension verification on 1 1/8" 4325 high strength bolts. Three (3) bolts of each assembly
were installed in a Skidmore-Wilhelm tension indicator to snug-tight condition, marked with paint using
match-marking techniques for turn-oflhe-nut method and tightened an additional 1/3 turn. The bolts
tested meet and exceed +5% of the minimum tension requirements of 64 kips for 1 'll8" bolts. Verified
1 118" 4325 high strength bolts were brought into snug-tight condition for beam to column connections
at lines 6C and tightened an additional 'l13 turn.
While onsite, verified 3/4" 4325 high strength bolts were brought into tension at beam to beam
connections and beam to column connections from line A to C, between lines 1 & 7 using arbitration
method. Three (3) bolts of each assembly were installed in a Skidmore-Wilhelm tension indicator to
snug{ight condition and tightened using contractor's torque wrench (CDl 6004MFRMH/serial number:
1102100230), until bolts met +5olo of the minimum tension requirements of 28 kips for 3/4" bolts and a
job torque value oI 340 fulbs. was established. Ten percent of the previously tensioned bolts were
checked at each conneclion.
To the best of our knowledge, the work checked is in conlormance with Butler drawing dated 07-25-18
and applicable AISC manual, except if noted above.
fi.-/,
Michael L
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
MortierAng Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
This repon ancl/or enclosed test dala as the confidenlial property of lhe client to whom it is addressed and penains to the specific
process and/or material evalualed. As such, informslion conlained herein shall nol be reproduced in parl or full and/or any part
thereol b€ disclosed withoul FEI Tesling & lnspeclion, Inc.'s w'itien aulhorizaljon
750 Iw CorndlA!€.rue Co.vallis, Oegon 97330 phone (541)757-4698
29540 B Airport Road Eugene, Oregon 97zlo2 phone (541) 68+3849
945 Columtia Sfeet NE. Suite 14 Salem, oregpn 97301 phme (97'l ) 2730672
MLM:st
10-31-18
2187',122
E47073
K. Ewalt
81't76t3
tcc
Field: EI
Clear
81 1-18-001847-STR
FEI
ESII ll 0 e I l6Pt tll 0 ll,, t tG.&rii.r r (drh!.rr. e,ri.- Geohdrical & corEtlxlil.t servires
Gompressive Strength of Concrete
(ASTM C 39)
CLIENT Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
I 1-02-18
2187122
2574
PROJECT
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
BP NO 81 1-18-001847-STR
M. Meyer10-26-18 CAST BY
3500 psi
4000 psi SACKS
F2NEsOOOO CEMENT
WRDA 64; XYPEX
1 TICKET NO.
66" F YARDAGE
58'F WEATHER
Pedestrian ramp slab near lines 7A
REMARKS: Mel Taylor (CCC) was advised of on-sile lest results.
Reviewed By
80030089
3.0 0F
Light Rain
10-27-18
4'x 8'
Knife River
314"
4114"
8:20 AM
ASTM C 31
3.0
-TEST
DATE
AGE
(oAYS)
AREA
(tN.')
WEIGHT
(LBS)
TOTAL
LOAD (LBS)
COMPRESSIVE
STRENGTH (P5I}
AVERAGE
STRENGTH
(PSr)
TIME OF
TEST
TYPE OF
FRACTURE'
11-02-18 7 12.31 8.52 74600 6060 7:30 AM 2
11-23-18 28
11-23-18 28
11-23-18 28
'r-E.dcr6 2.coe/spr'r 3.corlmn, 4 - o.go.er 5 - srd. (rog d boflon) 6 , side (pornt.d lop d bo m)
/t/Michael L
il
Technical Manager
c:
Chambers Coostruction - Mel Taylor (email)
Chambers Construclion Sl (email)
Robertson SheMood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfi€ld - Robert Castile (email)
This report and/or enclosed tesl data is lhe confidential properly ol lhe clienl to whom il is addressed snd pertarns lo the specific
process and/or malerial evalualed. As such, information contained herein shall nol b€ reproduc€d in part or full and/or any parl
thereol be disclosed uithout FEI TestinO & lnspection, lnc.'s written authorization
750 tIW Comdl A\€nue . Corvallis, Oregon 97330 . phme (541) 757-4698
29540 B Airport Road EugEne. oregon 97402 phone (541) 68,+3849
945 Columbia Steet NE, Suite 1A Salern, Oregon 97301 ' ptrone (971) 273{672
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
I
I
MLM:St
FEI
ItflIilFt|ilSPffft0il,nGnr-rik r I (6,tEto sdyi. Gernedtri:C & Crrdnrlirr Servi,:es
Compressive Strength of Concrete
(ASTM C 39)
CLIENT Ms. Lauretta Oavies
Jerry's Home lmprovement
PO Box 26',1
Eugene, Oregon 97402
Jeny's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
DATE
PROJECT NO-
REPORT NO.
09-19-'18
2147122
2487
PROJECT
DATE CAST
STRENGTH REOUIRED
STRENGTH PLACED
PRODUCT COOE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
BP NO,8't1-18-001847-STR
09-12-18 CAST BY M. Meyer
4500 psi
5000 psi SACKS
F2NE5OOO CEMENT
WRDA 64
2 TICXETNO. 82012274
69" F YARDAGE 10.75 OF
55" F WEATHER Cloudy
Perimeter continuous footings on lines A, C. 1, & 7
107.0
09-13-18
4"x8"
Knife River
314"
7:35 AM
ASTM C 3'I
TEST
OATE
AGE
(DAYS}
AREA
flN.'2)
WEIGHT
(LBS)
TOTAI-
LOAD (LBS}
corrPREssrvE
STRENGTH (PSI)
AVERAGE
STRENGTH(ps0
TIME OF
TEST
TYPE OF
FRACTURE"
09-19-18 7 12.44 4.52 67205 5400 8:05 AM
10-10-18 28
10-10-18 28
10-10-18 28
LOAD 2 SAMPLEO Near lines 44
REMARKS: Mel Taylor (CCC) was advised of on-site test results.
Reviewed By:
-l.EndCones 2 - Cee/S9hl 3-Coru6 4-D.o@r 5 - S'd. (rop d bono.ni 6 - Sd. (ponred lop o. 6olldn)
fi.2.
Michael L. i,
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Roberlson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
This report and/o. enclosed test dala is the confidenlial prop6rty of lhe client lo whom it is addressed and pertains lo the specific
process and/or malerial evahrated. As such, informalion contrained herein shall nol be reproduced in perl or full end/or any part
thereol be disclos€d wilhout FEI Teslng & Inspection, lnc s v/rilten authorize tion
750 I.lW ComellAvenue Corvallis, Oregon 97330 phme (541) 7574698
29540 B Ajrpod Road Eugene, Oegon 97,102 phone (91) 6843849
945 Colun*ia Steet NE, Suite 14 Salern, oregon 97301 phone (971) 273{672
MLM:St
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
FEI
ffSnilqrlll$PEfinil,nlG*iiior a c..*u<!i.. e i- Geobdr*d & ctrsudbn s€rvi:es
Compressive Strength of Concrete
(ASTM C 39)
CLIENT Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
OATE
PROJECT NO.
REPORT NO.
'l 1-07-18
2147122
2550
PROJECT
BP NO 81 1-18-001847-STR
DATE CAST
STRENGTH REOUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-'10-18 cAsT BY
4000 psi
4000 psi SACKS
4ON17OOO CEMENT
WRDA 64: AEA
1 TIC(ET NO.
65" F YARDAGE
48" F WEATHER
Perimeter slab inrill on lines A, C,
REMARKS: Mel Taylor (CCC) was advised of on-site test results
Reviel,Yed By:
M. Meyer
80029673
10.75 0F
Parlly Cloudy
&7.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR GONTENT
SLUMP
TIME
SPECIMEN STORAGE
53.75
10-11-18
4'x8'
Knife River
314',
4 314"
9:25 AM
ASTM C 31
LOAD ,I SAMPLED Near lines 7A
TEST
OATE
AGE
(oaYs)
AREA
0N.1
WEI6HT
(LBS)
TOTAL
LOAD (LSS)
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(Psr)
Tlti,lE OF
TEST
TYPE OF
FRACTURE'
10-17-18 7 12.31 8.67 24390 2000 8:00 AM 5
11-07-18 28 12.31 8.26 71440 5810
5950
'1 1i55 AM 5
11-07-18 28 12.31 8.22 76470 6210 12:00 PM 2
11-07 -14 28 '12.31 4.27 71765 5830 12:05 PM 2
_1,EndCsB 2 - Cda/Spr'r 3-Cdul@r .-D.g@r 5-9de(ropdbonn) 5 - Sd€ (oonr.d top d botr6)
n.a.{u"--
Michael L. Meyer
Technical Manager
c:
Chambers Coostruction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Spring{ield - Robert Castile (email)
This rcpo.t and/or enctosed test data is the confidentjal property ot the client lo whom it is addressed and perlains to lhe specific
process and/or maledal evalualed As such, information contained herein shall nol b€ reproduced in part or full andlor any part
lhereof be drsclosed wilhout FEI Tesling I lnspection, lnc s written aulhodzatrcn.
7m NIW ComellAvenue Corvallis, oregon 97330 ' ptDr€ (541) 7574698
29540 B Airpon Road Eugene, Oregor' 97402 ' pttoG (541) 684-3849
945 Cduntia Steet NE, Suite 1A Salem. Oegpn 97301 ptpr€ (971) 273{672
MLM:St
FEI
|f|Itilte|IfiPftflflil.,ro"rdrt'r I (4*Eri" t"yi' Gec edniC & Corstudirr Seryi-s
Compressive Strength of Goncrete
(ASTM C 39)
CLIENT Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olyri.pic
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
1147-',t8
2187122
2550
PROJECT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
BP NO-81 1-'18-001847-STR
10-10-18 CAST BY M. Meyer
4000 psi
4000 psi SACKS
4ON17OOO CEMENT
WROA 6,4; AEA
1 TTCKET NO. 80029673
65" F YARDAGE 10.75 OF
48' F WEATHER Partly Cloudy
Perimeler slab infill on lines A, C, 1 & 7.
10-1 1-18
4"x8"
Knife River
314"
4 3t4',
9:25 AM
A$rM C 31
LOAD 1 SAMPLED Near lines 7A.
TEST
OATE
AGE
(DAYS)
AREA
(N.,)
WEIGHT
(LBS)
TOTAL
LOAD (LBS)
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(ps0
TYPE OF
FRACTURE-
10-17-18 7 12.31 8.67 24390 2000 8:00 AM 5
11-07-18 28 12.31 4.26 71440 58'10
5950
11:55AM 5
11-07-18 12.31 8.22 76470 6210 12:00 PM 2
211-O7-14 28 12.31 8.27 71765 5830 12:05 PM
TIME OF
TEST
"r,EndCo6 2 - Ce,6phr 3,Cor(m.r rl-D.g@r 5-Sd.(ropdbollm) 5 - Sd. (ponred ro, d borm)
REMARKS: Mel Taylor (CCC) was advised of on-site test results
Reviewed By:
fi.a
Michael L
Technical Manager
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (6mail)
City ot Springfield - Roberl Castile (email)
Thas report and/or enclos€d lesl dala is the confidenl€l properly of lhe clrenl to whom it is address€d and perlains to the specrlic
proa€ss and/or male al evaluated As srrch, information conlained herein shall not be reproduced in part or flrll and/or any parl
thereof be disclosed wilhout FEI Testing & lnspection, lnc s *ritlen autho.izalion.
750 UW CornellAvenue Corvallis, Oregon 97330 phone (541) 757-4698
29540 B Airpod Road Eugene, Oregoo 97402 phone (541) 684-3849
945 Cduntia Steet NE, Suite 1 A Salem, Oegon 97301 plnne (971 ) 273{672
MLM:st
53.75
I
FEI Page 'l of I
Daily Field Report
Client:Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 261 I
Eugene, Oregon 97402
Project: Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
Date: 10-26-18
PrcjeclNo.:2187122
Report No.: E-47038lnspector: M. Meyer
lD No.: 0877905
tcc
Continuous lnspsction: E
Periodiclnspection: El
lnspection of: Reinforced Concrele
Contractor: ChambersConstruclion
Reviewed By
Light Rain
81 't -18-001847-STR
Performed inspection on the reinforcing steel in pedestrian ramp slab near lines 74.
Rebar was checked for size, grade, lap, quantity, ties, supports and clearances, where
applicable.
Observed the placement of 3.0 yards of Knife River 4000 psi concrete (mix 40N17000).
Concrete was placed directly from truck and was mechanically consolidated. Cast one
('l) set of four (4) 4" x 8" compressive strength concrete test cylinders. Slump - 4 l/4",
concrete temperature - 66F; air temperature - 58F.
Mel Taylor (Chambers Construction) was advised of on-site test results and was asked
to notify our office when additional services are needed.
To the best of our knowiedge, the work inspected was in accordance with ASI 2 plans
dated 08{6-18, EOR email dated 10-24-18 (use of rebar in lieu of WWM) and
applicable workmanship provisions of the l.B.C., except if noted above.
Weather:
BP No.:
/h.a
Michael L. Meyer
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springrfield - Robert Castile (email)
MLM:sc
This report and/or enclos€d lest data is th€ confidential property of lhe client lo wtDln il is addressed and pertains to lhe specilic
process and/or material evaluated As such, information contained hercin shall nol be reproduced in part or tuli and/or any pan
lh€reof be disclosed withoul FEI Testing t lnsg€ction, lnc.'s vritten authorization.
75o l.Iw ComellAvenue Co allis, O€gpn 97330 phone (541) 757-4698
29540 B Airpod Road Eugene, Oregor' 97402 ' pttone (541)6843849
945 Columbia Sreet NE, Suite 1 A Salem, oregon 97301 phone (971 ) 273{672
H!!!i[ff#!::- Gecreffi & cdsudi,, servi=I
FEI
ItsflileeI;sPt0t0il,,,to-r<I.i.r r tarreio r.r,i" (#,ri:al & ():I,rdn rriyr Servi,ns
Gompressive Strength of Concrete
(ASTM C 39}
CLIENT Ms. Lauretta Oavies
Jerry's Home lmprovement
PO Box 261 1
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
81 1-18,001847-STR
DATE
PROJECT NO
REPORT NO.
10-17-18
2187122
2550
PROJECT
BP NO
DATE CAST
STRENGTH REQUIREO
STRENGTH PLACED
PRODUCT CODE
AODITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-10-18 CAST BY
4000 psi
4000 psi SACKS
4ON17OOO CEMENT
WRDA 64; AEA
1 TICKET NO.
65'F YARDAGE
48" F WEATHER
Perimeter slab infill on lines A, C,
REMARKS: Mel Taylor (CCC) was advised of on-site test results
Reviewed By
Technical Manager
c:
Chambers Construction - MelTaylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfeld - Robert Castile (email)
M. Meyer
80029673
10.75 0F
Partly Cloudy
&7.
OATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
53.75
10-11-18
4"x8"
Knife River
3t4"
4 3t4"
9:25 AM
ASTM C 31
LOAD 1 SAMPLED Near lines 7A.
TEST
DATE
AGE
(0aYs)
AREA
(tN.,)
WEIGHT
(LBS)
TOTAL
LOAD (LBS)
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(PSr)
TIIiE OF
TEST
TYPE OF
FRACTURE-
'10-17-18 7 12.31 8.67 24390 2000 8:00 AM 5
11-07-'t8 28
'1 '1-07-18 28
'1 1-07-18 2B
_ 1- End C!.€5 2 - Co/E/Sel,r 3-Corqma, 4-O.qn.l 5 - 9d€ (rop d bolrm) 6 - S'de {pom.d lop d !o m)
Thjs reporl andlor enclosed tesl dala is the confidential property ofthe client to whom it is addessed and perlains to lhe specillc
proc.ess and/or materialevalualed. As such, information conlained herein shallnol be reproduced in perl o.fulland/or any part
thereol b€ disclosed wthout FEI Testing & lnspection, lnc 's vritlen euthorizztion
750 t'lw Cornell Avenue ' Corvallis, Or€gon 97330 ' phone (54'1) 757-4698
29540 B A,rport Road Eugpne, Oregon 97402 phone (5a1) @@ag
MLM:St
/h.q./l""rl't--"'-
Mrchael L Meyel
FEI
It$tflqc|ilgPffitoil,uG-!i[nid I ('rdia 3'ri. Gahchrirc & crjrdnrJirr Servis
Gompressive Strength of Concrete
(ASTM C 39)
CLIENT Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olympic
Springlield, Oregon
DATE
PROJECT NO
REPORT NO.
10-17-'18
2187122
2550
PROJECT
BP NO,81 1-18-001847-STR
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
10-10-18 cAsT BY
4000 psi
4000 psi SACKS
4ON'I7OOO CEMENT
WROA 64: AEA
1 TICXET NO.
65'F YARDAGE
48" F WEATHER
Perimeter slab infill on lines A, C,
REMARKS: Mel Taylor (CCC) was advised of on-site test results.
Reviewed Byi
lh:r
Mrchael L
Technical Manager
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Robedson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
M. Meyer
80029673
10.75 0F
Partly Cloudy
&7.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
53.75
10-1't-18
4'x8'
Knile River
314"
4 314',
9:25 AM
ASTM C 31
TEST
OATE
AGE
{DAYS)
AREA
(tN.')
WEIGHT
(LBs)
TOTAL
LOAD (LBS}
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(PSr)
Tli,lE OF
TEST
TYPE OF
FRACTURE"
10-17-18 7 12.31 8.67 24390 2000 8:00 AM 5
1 't-07- 18
11-O7 -18 28
1 t-07-18 28
-r.EndCon6 2. Co^r/S9r,r 3-Cor!6har a-D.go^ar 5 - Sdo (op or iorom) 6 s]de {ronred rop or tou@)
This report and/or enclosed lest data is the confidential property ol lhe chenl to whom il is eddressed and perlains to lhe specific
process and/or materiel evall,ated. As such. information conlained herein shall not be r€produced in parl or full and/or 3ny part
thereof b€ disclosed withoul FEI Testing t lnspection. lnc.'s wrilten authoization.
750 tIW Comell Aven@ . Corvalis. O(egon 97330 phone (541)7574698
29540 B Airport Road Eugene, Oregon 97a02 phorE (541) 68,8849
945 Columbia Sreet NE, Suit 14 Salem, oregon 97301 phone (971) 2734672
MLMrst
LOAD I SAMPLED Near |ines 7A.
I
I
128 I
FEI Page 1 of 1
Daily Field ReportJfm!!:P#h Geotecfricat & corsucrirr servbes
Client Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 261'l
Eugene, Oregon 97402
Project: Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
Date: 10-10-18
Prciecl No.i 2187122
Report No.: E-46928
lnspector: M. Meyer
lD No.: 0877905
ICC
Continuous lnspsction: tr
Periodic lnspection: @
lnspection of: Reinforced Concrete
Contractor: ChambersConstruction
Partly Cloudy
81 1-18-001847-STR
Weather
BP No.:
Performed preliminary inspection on October 08, and final inspection prior to concrete
on Oclober 10 on reinforcing steel in perimeter slab infill on lines A, C, I & 7. Rebar
was checked for size, grade, lap, quantity, ties, supports and clearances, where
applicable.
Observed the placement of 30.0 of 53.0 yards of Knife River 4000 psi concrele (mix
40N17000). Concrete was placed directly from trucks and was mechanically
consoladated. Cast one (1) set of four (4) 4" x S" comprcssive strength concrete test
cylinders from load 2 and performed field tests as follows: Slump - 4 3/4"; concrete
temperature - 65F; air temperature - 48F.
Mel Taylor (Chambers Conslruction) was advised of on-site test results and was asked
to nolify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with ASI 2 plans
dated 08-06-18, RFI'S 'l & 7 and applicable workmanship provisions of the LB.C.,
except if noted above.
Reviewed By:
Technical Manager
Chambers Construction - Mel Tayor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
MortierAng Engineers - Royal Mortier (email)
City of Springrfield - Robert Castile (email)
MLM:sc
This reporl and/or encbsed tesl data is the confidential properly of lhe client to whoh il is addressed and pertains lo lhe specific
process and/or maledal evaluated As such, informalion contained herein shallnot be reproduced in part orlulland/or anypart
thereol be disclosed without FEI Teslrng E lnspection, lnc 's \Nriten aulhorizalion.
750 t,lw Corneil Avenue Corvallis, olegon 97330 phone (*1) 757-a698
29540 B Airport Road Eugefle, or€gon 97a92 pttone (541) 684-3849
945 Cdumbia Sfeet NE, Suite 1A Salem, oregpo 97301 phone (97'l )273{672
/h.q.[At-"--
Mtchaet L. Meyf/
FEI
ESnilEtllIPttll0ll,nt
Gd..rsi.c t c..'kir. r-ri.- Gerredriel a crrshrti:n seJvires
Compressive Strength of Concrete
{ASTM C 39t
CLIENT Ms. Lauretta Oavies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olympic
Springtield, Oregon
DATE
PROJECT NO.
REPORT NO.
10-10-18
2187122
2487
PROJECT
OATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIIIIEN STORAGE
BP NO 81 1-18-001847-5TR
09-12-18 CAST BY M. Meyer
4500 psi
5000 psi SACXS
F2NEsOOO CEMENT
WRDA 64
2 flcKET NO. A2012274
69'F YARDAGE 10.75 OF
55" F WEATHER Cloudy
Perimeter continuous footings on lines A, C, 1, & 7
09-13-18
4"x8'
Knife River
314"
7:35 AM
ASTM C 31
107.0
LOAD 2 SAMPLED
TEST
OATE
AGE
(DAYS)
AREA
(tN.'?)
WEIGHT
(LBs)
TOTA!
LOAD (LBS}
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(Psr)
TIME OF
TEST
TYPE OF
FRACTURE"
09-19-18 7 12.44 8.52 67205 5400 8r05 AM 5
'10-10-18 28 12.31 8.54 97075 7890
7620
4r30 Pi,2
10-10-18 28 12.31 8.52 93390 7590 4;35 PM 2
'10-10-18 28 12.31 8.48 s1030 7390 4:40 PM 5
_1.EndCses 2-Cone/Sp'r 3.Corlanar a-O'.g@ar 5 - Sde (rop or bon6) 6 - 9de ipo.€d rop d botom)
REMARKS: Mel Taylor (CCC) was advised of on-site test results
Reviewed By
fh.*.
Michael L. Meye
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mo er-Ang Engineers - Royal Morlier(email)
City of Springfield - Robert Castile (emall)
Thrs report andlor enclosed tesl dale is the confidential property ol lhe client to whom it is addressed end perLains to the sp€cific
proc2ss and/or maleial evaluated. As such, infomatbn contrained herein shall nol be reproduced in pan or full and/or any parl
thereof be disclosed wilhout FEI Testing & lnspection, lnc 's wrilten authorization-
750 I'JW Co.ndlA\€nue Coo/allis, Oregoo 97330 . phone (541) 7574698
29540 B Airpod Road Eugene, Oegon 97402 phone (541) 68a{8ag
945 Cdumbia Sfeet NE, Suite 1A Salem, oregon 97301 pf'one (971) 2734672
l\4LM:st
DATE CAST
STRENGTH REOUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
Near lines 4A.
I
FEI Compressive Strength of ConcretelfsfliltrIil'Ptfft0il.,t6*rr'h'ior ' ''th!"io ed"' Geotredrical & CorEfudiT SeJvires (ASTM C 39)
CLIENT Ms. Lauretta Oavies
Jery's Home lmprovement
PO Box 26'l I
Eugene, Oregon 97402
Jerry's Fenced Yard Cover
2525 Olympic
Springtield, Oregon
8r 1-18-001847-STR
M. Meyer
80029673
10.75 0F
Parlly Cloudy
&7.
DATE
PROJECT NO
REPORT NO.
't0-17-'18
2'187'122
2550
PROJECT
BP NO
DATE CAST
STRENGTH REQUIREO
STRENGTH PLACED
PRODUCT CODE
AODITIVES
LOAO NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
OATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
10-10-18 CAST BY
4000 psi
4000 psi SACKS
4ON17OOO CEMENT
WRDA 64; AEA
1 TICXET NO.
65'F YARDAGE
48" F WEATHER
Perimeter slab intillon lines A, C,
REMARKS: Mel Taylor (CCC) was advised of on-site tesl results
Reviewed By
/h-t
Michael L
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortjer-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
10-11-18
4'x8'
Knife River
3t4"
4 3t4"
9:25 AM
ASTM C 31
53.75
LOAD 1 SAMPLED Near Iines 7A
TEST
OATE
AGE
(DAYS)
AREA
(tN.,)
WEIGHT
{LBS)
TOTAL
LOAD (LBS)
COMPRESS'VE
STRENGTH (PSI)
AVERAGE
STRENGTH
(PSr)
TI"E OF
TEST
TYPE OF
FRACTURE-
10-17-18 7 '12.31 8.67 24390 2000 8:00 At\.,l 5
11-07-18 28
1 '1-07-'t8 28
1147-14 28
_r.E(,colr6 2 - cofl,/Srrir 3-Coru'@. a-oag@ar 5-sld€oopqbone) 6 - 9d. {Danr.d ro, o. boir@)
This report and/or enclos€d test dala is the confidential prope(y oflhe client lo whom it is addressed and pertains to the specific
process and/or material evalualed As such. intomalion contained herein shall nol be reproduced in parl or full end,/or any part
thereol b€ disclosed wilhout FEI Testing E lnspection, lnc.'s Mitlen authorization
750 tlW Comell Avenue . Co €llis, Oregon 97330 phm€ (541 ) 757-4698
29540 B Airpod Road Eugene, Oregon 97a02 phone (541) 6843849
945 @urntia Sfeet NE, Suite 'lA Salem, Oregoo 97301 ptpne (97'l )273{672
MLM:sl
FEI Page 1 of 1
Daily Field ReportmY!:P:glL ceednid &ctrEhrcrimsdvbes
Client:Ms. Lauretta Oavies
Jerry's Home lmprovement
PO Box 261 'l
Eugene, Oregon 97402
Project: Jerry's Fenced Yard Cover
2525 Olynpic
Springfield, Oregon
Weath6r: Partly Cloudy
BP No.: 811-18-001847-STR
Date: 09-12-18
Prcject No.: 2187122
Report No.: E-46746
lnspector: M. Meyer
lD No.: 0877905
tcc
Continuous lnspection: tr
Periodic lnspection: E
lnspection of: Reinforced Concrete
Contractor: ChambersConstruction
Reviewed By:
Performed preliminary inspection on September 1 '1, and final inspection prior to
concrete on September 12 on reinforcing steel in perimeter continuous footings on
lines A, C, 1 & 7. Rebar was checked for size, grade, lap, quantity, ties, supports and
clearances, where applicable. Anchor bolts were checked for size, quantity &
embedment, and were secured in templates.
Observed the placement of 90.0 of 107.0 yards of Knife River 4500 psi concrete (mix
24F2NE5000). Concrete was placed directly from trucks and was mechanbally
consolidated. Cast one (1) set of four (4) 4" x 8" compressive strenglh concrete test
cylinders from load 2 and performed fleld tests as follows: Slump - 5'; concrete
temperature - 69F; air temperature - 55F.
Mel Taylor (Chambers Construction) was advised of on-site test results and was asked
to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with ASI 2 plans
dated 08-06-18 and applicable workmanship provisions of the l.B.C., except if noted
above.
/jt.*
Michael L. M
Technical Manager
c:
Chambers Construction - Mel Tayor (email)
Chambers Conslruction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Morlier (email)
City of Springfield - Robert Castile (email)
This report and/or enclosed tesl data is lhe confidentEl propedy of the clienl lo whom il is addressed and pertains to the specific
process and/or malerjel evaluated. As such, infonnation contained herein shall not be reploduced in pan or full and/or any part
lhereol be disclosed withoul FEI Testing & lnspection, lnc.'s rrnitlen authorization.
750 I'{w Comdl Avenue Corvallis, Oregon 97330 phone (541 ) 7574698
29540 B Airpod Road Eugene, Oregor' 97402 pitone (541) 684-3849
945 oumbia Sreet NE, Suite 1 A Salern, Or€gon 97301 ' ptpne (S71 ) 273{672
MLM:St
FEIrfilIl|tllsffm0il,nG-hd$k , a..ntMi6 !.rri(., Geolednri:d &
Compressive Strength of Concrete
Serviaes (ASTM C 39)
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PROOUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
CLIENT Ms. Lauretta Davies
Jerry's Home lmprovemenl
PO Box 261'1
Eugene, Oregon 97402
PROJECT
BP NO
10-26-18 CAST BY
3500 psi
4000 psi SACKS
F2NESOOOO CEMENT
WRDA 64: XYPEX,I TICXET NO.
66" F YAROAGE
58'F WEATHER
Pedestrian ramp slab near lines 7A
REMARKS: Mel Taylor (CCC) was advised of on-site test resulls
Reviewed By:
Jerry's Fenced Yard Cover
2525 Olympic
Springfield, Oregon
81 1-r 8-001847-5TR
M. Meyer
800300893.0 0F 3.0
Light Rain
DATE
PROJECT NO.
REPORT NO.
11-23-1A
2147122
2578
10-27 -18
4'x8"
Knife River
3t4"
4 1t4^
8:20 AM
ASTM C 31
T€ST
DATE
AGE
(DAYS)
AREA
0N-r)
WEIGHT
(LBS)
TOTAL
LOAD lLES)
COMPRESSIVE
STRENGTH (PSI)
AVERAGE
STRENGTH
(PSr)
TIME OF
TEST
TYPE OF
FRACTURE'
11-02-'t8 7 12.31 4.52 74600 6060 7:30 AM 2
11-23-18 28 12.31 8.49 94305 7660
7800
'l 1r00 AM 5
1't -23-14 28 12.31 8.48 98225 7980 1 1:05 AM 2
1'l -23-1A 28 't2.31 8.45 95655 7770 11:10 AM 2
-1-EndCod5 2 - Con.r'Sph 3-Columnar a-Oagmd 5-Sd6(topdboto) 6 - Sdc (po.led top or bollm)
fi*
Michael L
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction Sl (6mail)
Robertson Sherwood Architecls - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
This report and/or enclos€d lesl data is the conlidential property ol the clEnl to wtrom it is addressed and Pertains lo the specilic
procoss and/or malerial evalualed. As such, inlormalion conlained hercin shall not be reproduced in part or full and/or any parl
thereof be disclosed without F€l Testing E lnspection, lnc 's \,l'itlen authorizetion
750l.Iw ComellAvenue . Coffallis, OeQon 97330 phone (541) 7574698
29540 B Airpolt Road Euger€, Oregon 97,102 ' phone (541) 684-3849
945 Cdumbia Sreet NE, Suite 1A Salem, Oregpn 97301 ptlorle (971)273{672
MLM:st
FEI Page 1 of 1
Dai I v C onstr!rctlronfepartItslillttt$Ptfft01,^t
c.6rihni.l t adliu$d r..via
Client:Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Project: Jerry's Fenced Yard Cover
2525 Olympic
Springrfield, Oregon
W€ather: Overcast
BP No.: Pending
Date: 08-28-18
Prciecl[o.:2187122
Report No-: E-46651
lnspector: M. Meyer
lD No.:
Continuous lnspection: tr
Periodic lnspection: glnspection of: Sitework
Contractor: ChambersConstruction
Met on-site with Mel Taylor (CCC) to observe in-progress excavation operations for the new cover
column footings on lines A, C, 1 & 7. Excavations have been lerminated in the native sandy gravel
strata approximately 9.5 to 10.0 feet below existing finished floor elevation. Excavations extend
laterally at least 12" beyond face of footing. Mr. Taylor stated excavations will be backfilled with CDF
to proposed bottom of footing grades in the near future.
Mr. Taylor was asked to notify our office when additional services are needed.
Reviewed by:
/h.
Michael L
Technical Manager
c:
Chambers Construction - Mel Tayor (email)
Chambers Conslruction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
MLM:sc
This repon and/or enclosed test data is the confidential property of lie clienl to whom il as addrcssed and penains to lhe specific
procrss and/or material evaluated As such, inlormation conlained herein shall nol be reproduced in part or full and/or any pa.t
thereof be disclosed wilhout FEI Testing E lnspection, lnc's tl/ritten aulhori2ation
75o l.IW ComellAvenue' Con dlis, ofegon 97330 phone (541) 757-4698
29540 B Airpod Road ' Eugene, oregon 97/t02 pt'one (541) 684-3849
945 Cdumtia Steet NE, Suite 1A Salem, oregpn 97301 phone (971) 2734672
FEI Page 1 of '1
Daily Field ReportJ::!#trmlk Gecfredrkal & co.srudi:n servbes
Client:Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 261 1
Eugene, Oregon 97402
Project: Jerry's MCF Expansion
2525 Olympic
Springfield, Oregon
Weather
BP No.:
oate: 1 1{9-18
Project No.: 218717'l
Report No.: E-47121
lnspector: M. Meyer/E. Thomas
lD No.: 0877905
rcc
Continuous lnspection: tr
Periodic lnspection: E
lnspectionof: Post-lnstalledAnchors
Contractor: ChambersConstruction
Reviewed By
lnside
81 1-18-001846-5TR
Performed periodic inspections during lhe installation of approximately lhree hundred
fifty (1350) 112" x 4 112" and two hundred (20O) 112" x 7" vertical Hilti KBTZ wedge
anchors securing storage rack support leg base plates (2 anchors per plate) to the floor
slab in the phase 2, 3 & 4 merchandising areas. Site visits were made on October 30,
31, November 01, 05, 07 & 09. Prior to installation, the predrilled holes were cleaned
with a vacuum. Verifaed minimum embedment depth of 3 1/2", and installation torque
of 40 ft./lbs. using a calibrated torque wrench.
FEI representatives will continue to monitor anchor installation on a periodic basis as
work progresses from west side to east side.
To the best of our knowledge, the work in-progress was in accordance with Seismic
Engineering plans dated 08-15-18 and applicable workmanship provisions of the l.B.C.,
excepl if noted above.
/t-a
Michael L
Technical Manager
c:
Chambers Construclion - Mel Taylor (email)
Chambers Construction - Tim Cabble (email)
Chambers Constructaon Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
MLM:Sc
This .epoi and/or enclosed test data is the confidentlal propeny of the cl€nl to whom at is addressed and pertains to lhe specific
proczss and/or material evaluated As such. information conlained herein shall nol be reproduced in part or ftrll andlor any part
thereot be drsclosed wilhoul FEI Tesling & lnspeclion, lnc 's wntlen aulhorizalion.
750 NIW ComdlAvenue Corvallis, Oregon 97330 pt'one (541) 7574698
29540 B Ajrport Road Eugene, Oregon 97a02 ptlorc (541) 684-3E49
945 Columbia Steet NE, Suite '1A Salern, o'e!fi 97301 phone (971)2734672
FEI
Jfl!!.!!{J!H!::- ceoedrbr & cqdudbn servires
Page '1 of 1
Daily Field Report
Client:Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 261 1
Eugene, Oregon 97402
Projecl: Jerry's MCF Expansion
2525 Olympic
Spring{ield, Oregon
Weather: lnside
BPNo.: 811-18-001846-STR
Date: 12-11-18
Project No.: 2'187171
Report No.: E-47242
lnspector: M. Meyer/E. Thomas
lD No.: 0877905
ICC
Continuous lnspection: E
Periodic lnspection: E
lnspection ot: Post-lnstalled Anchors
Contractor: ChambersConstruction
Performed periodic inspections during the installation of approximately fifty-six (56) 1/2"
x 4 l/2", sixty-six (66) 1/2" x 7" and tifty-two (52) 518" x 7" vertical Hilli KBTZ wedge
anchors securing storage rack support leg base plates (2 anchors per plate) to the floor
slab in the phase 2, 3 & 4 merchandising areas. Site visits were made on November
30, Oecember M, 10, & 11. Prior to inslallation, the predrilled holes were cleaned with
a vacuum. Verified minimum embedment depth ot 3 '112", and installation torque of 40
ft./lbs. for 1/2" anchors and 90 ft./lbs. for 5/8" anchors using a calibrated torque wrench.
FEI representatives will continue to monitor anchor installation on a periodic basis as
work progresses from west side to east side.
To the best of our knowledge, the work in-progress was in accordance with Seismic
Engineering plans dated 08-,5-18, RMI specification - revision 1.1.2 daled 12-09-11
(Shims) and applicable workmanship provisions of the l.B.C., except if noted above.
Reviewed By:
/1.V.flry.-
Michael L. MeJlr
Technical Manager
Chambers Construction - Mel Tayor (email)
Chambers Construction - Tim Cabble (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
MLM:st
This report andlor enclosed tesl data is lhe contidenthl prop€rty of lhe clienl lo wflom il is addressed and pertains lo lhe specific
process end/or materiel evaluated. As such, information contairEd h€rein shall nol be reprod@€d in parl or full and/or eny pert
thereof be disclosed withoul FEI Testing & lnspectbn, lnc.'g *rilten authodzation.
750 l,IW CordlA\€nue Corvallis, oregon 97330 phone (541) 7574698
29540 B Airport Road ' Eugene, Oregor' 97402 phone (5a1) 684{8ag
945 @umua Sfeet NE. Suite 1A Salern, Oregon 97301 . ptDne (971) 2734672
FEI Page I of 1
Daily Field Report#l!!#!!!I#!X Geotsdyicat &cosuctirr servbes
lnspection of:
Contractor:
Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Pos!lnstalled Anchors
Chambers Construction
lnside
81 1-18-001846-5TR
Project: Jerry's MCF Expansion
2525 Olympic
Springfield, Oregon
Date: '11-21-18
Project No.: 2187171
Report No.: E-47164
lnspector: M. Meyer/E. Thomas
lD No.: 0877905
ICC
Continuouslnspection: E
Periodic lnspoction: U
Weather:
BP No.:
Performed periodic inspections during the installation of approximately ninety-two (r92)
112" x4112", three hundred thirty-six (1336) 112" x7" and one hundred ten (1110) 5/8" x
7 112" vetlical Hilti KBTZ wedge anchors securing storage rack support leg base plates
(2 anchors per plate) to the floor slab in the phase 2, 3 & 4 merchandising areas. Site
visits were made on November 13, 16 & 2'1. Ptiot to insiallation, the predrilled holes
were cleaned with a vacuum. Verified minimum embedment depth of 3 112", and
installation torque of 40 fl./lbs. fo|I /2" anchors and 90 ft./lbs. for 5/8" anchors using a
calibrated torque wrench.
FEI representatives will continue to monitor anchor installation on a periodic basis as
work progresses from west side to east sade.
To the best of our knowledge, the work in-progress was in accordance with Seismic
Engineering plans dated 08-15-18 and applicable workmanship provisions of the l.B.C.,
except if noted above.
Reviewed By
/l Zfi,y--
Mictrael L. M#r
Technical Manager
c:
Chambers Construction - Mel Taylor (email)
Chambers Construction - Tim Cabble (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
MLM:sc
This report and/or €nclosed t€st dala is lhe conlidential properly of the clienl to $/hom il is addressed and pertains to lhe specilic
prccess and/or materiat evalualed As such, information contained hereinShallnot be reproduced in parl orlulland/or anyp3rt
thereof be drsclosed withoul FEI Testing & lnspeclion, lnc s wrinen aulhorizalion
750 t{w CornellAvenue Co rallis, oregon 97330 ' phme (541) 757-4698
29540 B Airport Road Eugene, Oregon 97402 phone (541) 64rc49
945 Cdumtia Sreet NE, Suite 1A Salern, ore€on 97301 phor€ (971) 2734672
Client:
FEI Page 'l of '1
Daily Field ReportIffii!{J*lX cecrccfricat & corsudir servis
Client:Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Project: Jerry's MCF Expansion
2525 Olympic
Springfield, Oregon
Date: 12-17-18
Proioct No.: 2187171
Report No.: E-47271
lnspoctor: M. Meyer/E. Thomas
lD No.: 0877905
rcc
Continuous lnspection: tr
Periodic lnspection: E
lnspoction of: Posl-lnstalled Anchors
Contractor: ChambersConstruction
Reviewed By:
llr
Weather:
BP No.:
lnside
811-18{0184GSTR
Performed periodic inspections during the installation of approximately one hundred
and two (102) 112" x 4 112" , sixty-six (66) 112^ x 7" and twenty-two (22t 518" x 7" vertical
Hilti KBTZ wedge anchors securing storage rack support leg base plates (2 anchors
per plate) to the floor slab in lhe phase 2, 3 & 4 merchandising areas. Site visits were
made on December 12,'13, 14 & 17. Ptior to installation, the predrilled holes were
cleaned with a vacuum. Verified minimum embedment depth ol 3 '112" , and installation
torque of 40 ft./lbs. for 1/2" anchors and 90 ft./lbs. for 5/8'anchors using a calibrated
torque wrench.
FEI representatives will continue to monitor anchor installation on a periodic basis as
work progresses from west side to east side.
To lhe best of our knowledge, the work in-progress was in accordance with Seismic
Engineering plans dated 08-15-18, RMI Specification - revision 1.1.2 dated 12-09-11
(Shims) and applicable workmanship provisions of the LB.C., except if noted above.
Michael L. M
Technical Manager
Chambers Construction - Mel Taylor (email)
Chambers Construction - Tim Cabble (email)
Chambers Construclion Sl (email)
Roberlson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
MLM:st
750 tIW CornellAvenue . Corvallis, Oeson 97330 phone (541) 7574698
29540 B Airport Road . Eugene, Oregon 97402 phone (541) 6843849
945 Cdumbia Sreet NE, Suite 14 Salern, oregpn 97301 phone (971) 2730672
This reporl and/or enclosed test data is the confidentral property of the clEnt lo whom il as addr€ssed and perlains to lhe specific
process aMlor matenal evaluated As srrch. anlormalion conlained herein shall nol be reprodrced in parl or lull and/or any part
lhereof be disclosed without FEI Testing E lnspection, lnc. s $,tilten aulhorizalion
FEI Page 1 of I
mt!!:m!*X, Geotscfricat & oorrefrr.rcrirr servi-s Daily Field RePort
Client;Ms. Lauretta Davies
Jerry's Home lmprovement
PO Box 2611
Eugene, Oregon 97402
Project: Jerry's MCF Expansion
2525 Olympic
Springfield, Oregon
Weather:
BP No.:
lnside
81 1-18-001846-5TR
Date: 01-04-19
Project No.: 2187'171
Report No.: E47341
lnspector: M. Meyer/E. Thomas
lD No.: 0877905
tcc
Continuous lnspection: D
Periodic lnspection: E
lnap€ction of: Post-lnstalled Anchors
Contractor: ChambersConstruction
Reviewed By:
Performed periodic inspections during the installation of approximately two hundred
and fifty-four (254, 112' x 4 112", six (6) 112" \ 7", eighty-eisht (88) 5/8" x 7' and twelve
(12) 112" x 10'verlical Hilti KBTZ wedge anchors securing storage rack support leg
base plates lt'rlo (2) 112" anchors per plate / four (4) 5/8" anchors per cantilever rack
leg) to the floor slab in the phase 2, 3 & 4 merchandasing areas. Site visits were made
on December 28 & 31 and January 2,3 & 4. Prior to installation, the predrilled holes
were cleaned with a vacuum. Verified minimum embedment depth of 3 112", and
installation lorque of 40 ft.Ibs. for 1l2' anchors and 90 ft./lbs. for 5/8" anchors using a
calibrated torque wrench.
FEI represenlatives will continue to monitor anchor installation on a periodic basis as
work progresses from west side of store to east side.
To the best of our knowledge, lhe work in-progress was in accordance with Seismic
Engineering plans dated 08-1$18, RMI Specification - revision 1.1.2 dated 12-09-11
(Shims) and applicable workmanship provisions of the LB.C., except if noted above.
/h.*r1*-
Michael L. M#r
Technical Managet
c:
Chambers Construction - Mel Tayor (email)
Chambers Construction - Tim Cabble (email)
Chambers Construction Sl (email)
Robertson Sherwood Architects - Lana Sadler (email)
Mortier-Ang Engineers - Royal Mortier (email)
City of Springfield - Robert Castile (email)
Thisreoortand/orenctosedtestdetalstheconfidentialprope(yollhect.ent.towhomttisaddressedandpenainstolhespecif|c#;"JJ;;;;;;;;i;""rriiJ. n" *"r,, i"i"irar,o'n i|nra'ineo rrerein shal not be reproduced .n psrt or lulr and/or anv part'''- - ltt"t".iU.1,"A"sed without FEI Tesling & lnspection lnc's writleh authorizalion
750 Nw CornefiAveflue Corvallis . Oregon sz3Oo ptrone lsat; zSz-aOss
29540 B Airport Road Eweoe, O€gorls7 4o2 phone (541) 6843849
MLM:St
945 Cdumbla Sreet NE, Suite 1A Salern, ofegpn 97301 Phone (971) 2730672