HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-11-20Carlson Testing, Inc.
Bend Omce
Gcotechnl€I Office
Eugene Oflice
Srlem Omce
Tigrrd Omce
(541) 330-9r5s
(s03) 601-82s0
(s41) 3ds-8289
(s03) sE9-r2s2
(s03) 684-3.i60
Date:al120/ 20ta
Report of In-Place Asphaltic Concrete Density Tests
Job Number:81.5 010 7 8
Permit #:811-LDp2015-00069 i EXCAVATIoN) , 811-SPR20 15-41229
Client:
Project:MCKENZIE WILI,AMETTE I4EDICAI CENTER
Address:1460 G ST - SPRINGFIEI,D OREGON
Description:LEIiEI 2, 1/2N DENSE ACP RI\ER BEND SAND & GRAVEL
Rice Value:154.8 MAtr{D:
-
Marshall Valuet
l\{ethod of Test:A.STM D2950 /ASTM 041
Source of Value Dated 1Ul9i20l8 is project specific.
7o Required: -92--9-
Dcnsity: 2270 Calibration D*e: ]2JlLStandard Count for Gauge Serial #:Trox.39525
I)ste of
Test
Test
No.Test Location Mode Density
Count
Lift
No.
Thick-
ness
In Place
Density Comp.
11- 19 1
SEE ATTACHED SITE M.AP FOR LOCATION
BS 783
1 L44.8 93.5
11- 19 2
SEE ATTACHED SITE MAP FOR ],OCATION
BS 'i 15
1
2
11- 19 3
SEE ATTACHED SITE MAP FOR LOCATION
BS 7'12
1
2r 94 .2
11- 19 4
SEE ATTACHED SITE MAP FOR LOCATION
'7 89
1 144.3
11- 19 5
SEE ATTACHED STTE MAP FOR LOC-ATION
BS 7'7 9
f 93.8
11- 19 6
SEE ATIACHED SITE MAP FOR LOCATION
BS s03 1 2l 143.0
Please see reverse side for additional information,
145 .4
145.8
E Distribute attachmetrts.
Job Numtlerl E1501078
Our services were iateoded to proyide coEpactiotr test results oEly
Remarks:
AIL TEST TOCATIO}'S ARE APPROXIMATE.
I,AYTON CONSTRUCI'ION CO - ROBERT MITCHEI,L DROP BOX
TestBy: T, DUNAIIAY Reviewed BY:
ProjectMrnager: christian McDonald
Tesl results were discussed and left with SI{ANIION
Ast€ri*ed (*) p€rc€6t mmpaction test results did not m€et listed acceptarc€ criteria.
up'l oad. rnspect. p9
DsteofTest: Lt/7e/20L8
CCr OHCCS ILc
CITY OF SPRINGFIEID DEVBLOPIIENT SERVICES'ROBERT CAST]LE
LTTN,EJOIIN iS & ME COMPATSY) . CI{RIS AKERS
LII'IIEJOHN (S & ME COMPANY) - TODD WILSON
INVOICES ONLY
RCASTILEGCI. SPRINCFiELD. OR. US
CAXERSGSMEINC. COI'
t{TwI L SOr{0SMEINC . COr{
Date of
Test
Test
No.Test Location Mode Density
Count
Lift
No,
Thick-
ness
In Place
Detrsity Comp.
Of IAYTON CONSTRUCTION
Crur rcDorts Dertain to the material tested/iospected only. tnformation cootained herein is nol to be tEproduced, except.io fitll.
*i*lrii.i.i "rtl"rl*tion t"m tttir omce. i-lnder all iircumstances. the in-forrnation contained in this repon is provided
;#;6;ji ;-r;t";"dtiions of CTI's General Corditiors itr effect at the time this reportis prepared. No p-arty-othsr than
i;;;;ilbTl 635 Jistributed rhis repon shall be entitl€d to use or rely upon the information cootained in this document.
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Tigard Omce
(541) 330-9lss
(503) 60r-8250
(s41) 3454289
(503) stqr2s2
(s03) 684-3460
Report Of In-Place Density Tests
ao / 24 /20L8
811-IrDP2015 0163f
815 010 ? 8Date:Job Number:
l'ermit #:
Client:OHCCS I,LC
Project:
Address:
MCKENZIE WIIJLAMETTE MEDICA! CENTER
3/4"-O CRUSHED RoCI( (Gw) WII,DISI{ STANDARD PAVING CO
Material Description:
Maximum Dry D"rrity, t32'' lbs./cu. ft. optimum Moistu r"; "'n o/o Required Compaction: tu yo
Standard Count for Gauge Serial #Troxler 39525
Method of Test:ASTM D5938/ASTM D1557 C
1460 G ST - SPRINGFIBLD OREGON
Source of Value Dated 11/18/2015 is project specific.
Standsrd Counts - Densify: 2277 Moisture:722
Date Of
Test
Test
No.Code Test
Location
Dctrsity
Count
Moist.
Coutrt Mode Depth Elev
Ft.
o/o
Field
Moist.
In-Place De$ity
obs/cu. ft.)
Comp.lVet Drv
!0 -23 I PS 9'7
70-23 2 PS ROADWAY BASE ROCK
SEE ATTACHED SITE MAP FOR LOCATION
95
LA-23 3 PS ROADWAY BASE ROCN
SEE ATTACHED SITE MAP FOR I,OCATION
to -23 4 ps ROADWAY BASE ROCK
SEE ATTACHED SITE MAP FOR LOCATION
99
I I I I
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II
Please see reyerse side for additional information.
Carlson Testing, Inc.
calibration Date I t2 / 2017
ROADWAY BASE ROCK
SEE ATTACHED SITE MAP FOR LOCATION
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I r.062 | 113 | D1', I 8n I FRG I s.6l
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n Distribute attacbmetrts.
JobNunber: E1s010?8 Date 0f Test 10 /23 / 2ota
Date Of
Test
Test
No.
Code Test
Loc&tiotr
Detrsity
Coutrt
tr{oist.
Count
)lode Depth Elev
tr't.
Ficld
Moist
Ir-Pl8ce Densio
0bsicu. fL)
Comp.Wet Dry
I I I I I I
I I
I
I tlr I
I
Asterisked (*) perc€nt compactio, test rEsults did not meet listed acceptanca criteda"
Our services were intended 1o proyide compaction test results only.
Remarks:
FRG = FINISHED ROCK GRADE, TEST *1 THROUGI{ TEST #4
AII, SHOT LOCATIONS ARE APPROXTMATE.
CCr onCCS LIC
CITY OT SPRINGFIEI,D DEYEIPPIIENI SERVICES-ROBERT CNSTII,E
I,ITT[iE.'O[IN (S & MB COI.IP}NY) - CERIS AKERS
LrTrLErOllN (s & uE co[tP]Nv) - mDD wrlsoN
INVOICES ONLY
RCASTI L EOCI . SPRIIlG FIELO , OR . IIS
CA(ER56SMEIxc. Cq'!
mMrLS0N@SMETNC. COU
I,AYIf,'N CONSTRUCTION CO - ROBERT MITCHEIIJ DROP EOX up]oad. rnspect. p97wghrsabou. box. coll
Test By: D' sMrrH
Project Manager: chrj-stian McDonald
TEst results were discussed ard left r ith DouG
of PACTFIC EXCAVATION
Reviewed By:
NC - No code (serle-al fill atcas and backfill/original groundhot fill)
SF - Struclulal'Ell (Buildings Non-Re'sidential)
LF - Re,sidqrtial lot eogine€red fill
RF - Roadway engiDe€rad fill (Soil Only)
PS - Pav€rnent subgtade
BC - Base course (Rock Only)
RW - Retaining wall backfill
WI - Water line trench
ST - Sanitary sewer t€nch
DT - Storm drain trench
ET - Ele!trical treoch
GT- Gass line Erirch
CT - Cablg ptone t€nches
Our rEDorts Dqtain !o the marerial tested/hspocied only. Informalion mntained herein is not to be repr*uced, exc€pt in fuIl' wifiout prior
;. oii;. ;ffi rhir-;tr; Li;d- Ji"ir"ir;sknces; fie information contained in this n?ort is Fovided subjed ro al.terms and
;ftiifi;;i An'. G€".rl Conditions in effect at theiime this rcport is pr€pared. No p-attyothet than those to whorn CT( has
aiiGU.rt.A rti,"p.rt.t all be eatitled to use or rcly upon the information contained in this documeot,
89970 }I!\ry 99N, EIJCENE OR
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Code Descriptions
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Carlson Testing, [nc.
Bend OIfice
Ceot€chnical Office
Eugene Office
Salem 0lficel igard OIficc
(s]1)
(s03)(sll)
(503)
(s03)
330-9155
601-8250
34s-0289
589-1252
681-3,160
Report Of In-Place Density Tests
la/1a/2018
811-LDP2015-00069 (EXCAVATTON)
E15 0107 8 -Date:Job Numbcr:
Permit #:
QHCCS LLCClient:
Project:MCKENZIE IiILLAMETTE MEDICAL CENTER
1460 G ST _ SPRINGEIELD OREGON
3/4"-O CRUSHED ROCK (GW) I{ILDISH STANDARD PAVING CO.
Troxler 39526
Address:
Material Description:
Maximum DryDensig: l12 a lbr./cu. fi. Optimum Moisture: 9'4 o/o Required Compaction: 95 o/o
Standard Count for Gauge Serial #
Ilethod of Test:
Source of Value Dated lll18/2015 is project specific.
Standard Counts - Densig: I ti Moisture:
Date Of
Test
Test
No.Code Density
Co unt
!loist.
Count \'lode Depth ElevFt Field
Moist.
ln-Place Density
(lbs/cu. ft.)
Comp.\l et Dr\
10-09 1 40,
t2'
NORTH OE SOUTH ENTRY TO EMERGENCY ROOM DRIVEWAY
FROM WEST CURB
91
10-09 FS B8I NORTH OE SOUTH ENTRY TO EMERGENCY ROOM DRIVEWAY
9' FROM WEST CURB
96
10-09 3 ?S 142I NORTI] OE SOUTH ENTRY TO EMERGENCY ROOM DRIVEWAY
7' EROM WEST CURB
10-09 167' NORTH OF SOUTH ENTRY TO EMERGENCY ROOM DRIVEWAY
28' EROM WEST CURB
95
10-09 PS 192' NORTH OF SOUTH ENTRY ?O EMERGENCY ROOM DRIVEWAY
10' FROM IiEST CURB
101
I
ASTM D6938/ASTM D1557 C
610 CalibrationDate: 5 / aB / 78
Please see reverse side for additional information-
e6 |
Test
Location
721 D1 FRG 137.0 128.1
I
1041
1066 124 DT FRG 9
I
1051 129 FRG
FRG
DT FRG 140-133.9
I
! oist.ibute attachments.
Job Number: Elscr0rB Date Of Test: |a/a9/2c7a
Date Of
Test
'I_est
\o.Code Test
LocatioIl
Densitv
Count
)loist.
( lo unl
]l ode I)epth Elev
FL
Field
Moist.
In-Place Density
(lbs/cu. ft.)
Comp.Wet Dry
Asterisked (*) percent compaction test results did not meet listed acceptzmce criteda.
Our services werc intended to provide compaction test results only.
Remarks:
FRG = FINISHED ROCK GRADE, TEST +1 THROUGH TEST +5
ALL SHOT LOCATIONS ARE APPROX]MATE.
I,AYTON CONSTRUCTION CO ROBERT M]TCHELL DROP BOX
CC: QHCCS I-LC
CITY OE SPRINGFIEID DEVE],OPMENT SERVICES-ROBERT CASTILE
],ITTLE.]OT1N (S & ME COMPANY) CHRIS AKERS
],ITTIEiTOHN (S & ME COMPANY) TODD WILSON
INVOICES ONLY
RCASTILEGCI. SPRINGFIELD.OR. US
cIKERS@SMETNC. CO&1
wTwI LS0NGSM EI NC . col'j
Reviewed By
upload. rnspect. p97h/9hwsab@u. box. con
: Project Manager oo 10/12/zOLaTest BY: L. KrNG
Project Manager: Christian McDonafd
Test results were discussed and left with NOI]C CART SO
of pact nt EXCAVATION
Code Descriptions
BC - Base course (Rock Only)
RW - Retainhgllall backfill
W'l - Water line trench
ST - Sanitary sewertrench
DT - Storm drain trench
ET- Elcctrical trench
GT - Cass line trench
CT - Cablc, phone trenchcs
NC - No code (generalfillareas and backflll oriS inal grou nd/nol fill)
SF - Structural fi ll (Buildings Non-Rcsidential)
LF- Residential lotengineeredfi ll
RF- Roadway engineered fill (SoilOnly)
PS - Pavement subgrade
Our reports pertain to the material tcsted/inspecte d onl) . I n formation contained herein is not to be reproduted, €xcept in ful I, without prior
auii,o#uiio'n f,om rl,i. oIIce. I nderallcircimsrancesllhcinformarionconlaincdinlhisreponispro\idedsubFtrloalltermsandconditionsoitiiG C.n".rf bonaitions in ellect at the time this report is prepared. No party other thtn those to whom CTI has di5tribuled this report
shall be enlitledto use orrcly upon the information contained in this dooument.
89970 HWY 99N- ETJCENE OR
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Carlson Testing, Inc.
Berd OIfice
Gcotechdcrl Ofrice
Eugene OIfice
SaleB Oflice
Tigrrd Office
(541) 330-9rss
(503) 601-82s0
(541) 34!0289
(503) 589-1252
(503) 68+3460
Octobcr 9, 2018
E1s01078.CTr
PermitNo: 811-I-DP2015-00069
FIELD INSPECTION REPORT
DATES CO\aERED: October 8, 2018
PROJECT:
ADDRESS:
INSPECTO&
McKenzie rd/illamette Medical Centet
i460 G St - Spring6eld Oregon
Chris McDonald
As requested by PaciEc Ercavation, Carlson Testing, inc. (CTT) reptesentative, Chris McDooald was on site to obseree
deflecdon testiog on proposed subgrade elevatioo for ddvevzy ofnew emergency depaltrnent €xpansion,
Upon arrival I obsersed that Pacific Excavation had excavated to proposed subgrade elcvation- Exposed material appeats to
be a mixture of 32"-0 crushed tock and medium btown silty sandy clay with cobblc and gravel.
PaciEc Excavation used a fully loaded tandem arle dump truck *'eighing apptoximatel,v 55,000 lbs. to perforrn the ptoofroll
from approximatelv 21 feet to 140 feet north of the south entrv on Mohawk Boulevatd. No pumping, no deflecdon, and no
tire tracking/mtting werc observed iadicating a firm subgrade at this time.
Results of deflection testing wete discussed with Doug with Paci8c Excavation ptior to my departu.re ftoflt ploiect site.
0 08 18: PROOFROI -t
October 10, 2018
E1501078.CTI
Pctmit No: 811-l-DP2015{0069
Page 2 of 2
Our.reports pertain to the material testcd/iaspccted only. Informadon contained herein is not to be reproduced, except in ftrll,
wiGout prifi authorization fiom this ofEce. Under all circumstaaces, the iofotmation contained in this teport is protided
subiect to all terms and conditions of Cll's Genetal Conditions in effect at &e time this report is prepared. No pattr other
dran those to vrhom CfJ has distdbuted dis report shall be entided to use ot rcly upon the infornation contained in this
document.
If there ate any further questions regardirtg tlis maner, please do not hesitate to contact this of6ce.
Respectfu lly subm.itted,
C.ARISON TESTING, INC,
Ckis McDonald
Eugene Branch Managet
CM/gk
CITY OF SPRII{GITIELD SERVICES. ROBERT CASTILE
CARTSON GEOTECH}iICAL - BRq]] wIrcOX
F.SA - TOV LEF}iVR.E
I-\YION CONSIRUCI]ON _ CHRIS STRUCK}L{N
LAYTON CONSTRUCTION - N.ATE IIELLER
I^YTON CONSTRUCfiON _ ROBERT M1TCIIELL
I,AYTON CONSTRUCTION - ROAERT MT(:H!IL DROP BOX
LAYION CONSIRUClION SHANNO\ STF,INER
LUILITJOHN (S & NIE COLIPA\|4 Ct.lRls AKERS
LI ITLFJOHN tS & VE COMITTNY) - TODt'r VILSON
STRUCTUR.AL DESIGN GROUP _ MIKE ruRRAY
STRUCTLTRII DESIG].] GROUP - ?AUL tr{URRAY
E\ltAI1-
El\!AIL
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BMA1L
EMAIL
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EMAIL
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cc:
Carlson Testing, Inc.
Bend OIfice
GeotechEical Of{ice
Eugene Offrce
Salem Oflicc
Tigard Office
(54r) 330-9r5s
(503) 601-82s0
(s4r) 34s4289
(s03) s89-12s2
(s03) 684-3460
October 10 2018
E1501078.CII
?ermit Ne: 811-LDP2015-00069
FIELD INSPECTION REPORT
DA'IES COYF,RED: October 9, 2018
PROJECT:
ADDRESS:
INSPECTORJ
McKenzie Willamette Medical Center
1460 G St - Sprhgfield Oregon
Barry King
10/09/18: PROOFROLL
As requested by Pacific Ercar-atioo, Catlsoo Testing, Inc. (Cl'l) representative, Bar:ry Kt€ was oo site to obsewe deflection
testing of proposed subgrade elevation fot ddveway of new Emergeocy Room expansion.
Upon arriva! I obsenred that PaciEc Ercavation had excavated to proPoscd subgnde elevation. Exposed material appeas to
be a mixnrre of 7.r"-0 cushed tock and medium btown silty sandy clay with cobble and gtavel.
Pacific Excavation uscd a fully loaded tuadem axle dump truck weigbing approximately 55,000 lbs. to perforrn the ptoo&oll
from approrimately 0 feet to 21 fcet north of south enry on MohawL Boulevard and 140 feet to 2,lO feet north of the south
entry on lv{ohawk Boulevatd. No pumping, no deflection, and no rutting wete obscrved, indicating a 6rm subgnde at this
tfune- Subgtade is approximately 12 inches belovi finish gade.
Rcsults of dcflecti<.ro testing rvere discussed with Doug Carlson vrith Pacihc excavation prior to my depatture from project site
October 11, 20111
81501078.CTI
Permit No: 811-LD?2015-00069
Pa.ge 2 of 2
Our reports pertain to th€ mate{ial tested/inspccted on}y, Infotmation containcd huein is not to be rcproduced, except in ftrll,
u'irhout prior authorizatior from this ofEce. Undcr all citcumstances, dtc ioformation contained in this repott is ptovide'd
subjcct to all terms and conditions of CTI's Geaeral Conditioas in effect at the tirne this teport is prepated. Ncr party other
than those to whom CTI has distributed this report sha.ll be enritled to use or tely upoo the information contained in dri$
document.
If there ate any {luther questions regarding this mattet, please do Dot hesitate to contact t}is office
Respcctfu 1l,v submittcd,
CARISON TESTING, IAIC,
Cbris McDonald
Eugene Branch Manager
BK/gk
cc:CITY OF S?RINGFIELD SER\4CES - ROBERT Ci{SrILE
CARLSON GEOTECI TNICAI - BR.T\D WILCOX
laSA - TOM IEFEVRI
llYToN CONSIRUCTION - CHRIS STRUCKIV{-AN
LA.YTON CONS'IRUCTION hrAlE HELI-EI
I-AYTON CONSTRUCflON ROBERT MITCI{ELL
I-AYTON COh\STRUCION - ROBERT NIITG{ELL DROP BOX
LAYION CONSTRUCTION - SII-4Nr-ON STEINIIR
LTnLEJOHN (S & ME COMPA\I0 -CHNS AKFIS
LrrrLFJoFII.i (s & ME coMPA\r' - TODD MI^SON
STRUC-1'URAI, DF]SIGN GROUP_ MIKE VURRAY
SItrUCTUR{, DF,SIGN GROUP - PAUL MUR.RAY
EIlllIL
En/LAll.
EMA]I,
EM,{L
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FMAII,
EMAIL
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EMAIL
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\:
t Cn Contractors
P.O. Box 225789
Dsllas, Texrs 75222
Phone: (214) 761-1940
Fax: (214) 761-t936
PROJECT:
SECTION:
MANUFACTURER:
PRODUCT:
suBM|TTED 1-4-16 078100-01
(DAIE} (SUBMTNAI NUM.}
THIS REVIEW IS FOR GENERAT CONTRACT COMPTIANCE ANO
DOES NOT RELEASE THE 5UECONTRACTOR ANDIOR SUPPTIER
FROM COMPLYING TO THE PLANS AND SPECIFICATIONS AND
SUBCONTRACI AND/oR PURCHASE ORDER AGREEMENTS: NOR
DOES THIS RETEASE TH€ ARCHITECI OR
McKenzie-Wi llamene Medical Center Additions
Spray Applied Fireproofing / Specification 078100
Isolatek lntemational
Cafco 300 al Concealed Locations
Cafco 4O0 at Exposed Mechanical Room
I'LOOR ASSBI\{BLY / }-uture Fkmrs tRestrained Floor Ratinpst:
PRIMARY BEAMS:
SECONDARY BEAMS:UL# N759 2hr
ll(X)F' ASSEMBLI' t 1\uical l,iuhtr,vrirlht lnsulatinI Concrele Rrlof Svstenr r:
EXTERIOR PRIMARY ROOF BEAMS: UL# P922 3 hr
PRIMARY ROOF BEAMS uL#P92? 2 hr
SECONDARY ROOF- BEAMS:llL# P922 1.5 hr
9/16"
I I t/16"
It/16"
3t4"
lio Er.qrll,nrTEi- (4 c"r" Ot^ffit
riotu 5&kioE5 t I ev. JWL
nevita t B€.!bl.t { }
THEIR CONIRACTUAL RESPONSIBI
CONTRACTORS SIGNATURE
LAYTON CONSIRUCT1ON C NC
UITANTS FROM &i Erl gxmr.m l.,6ci.r6., hc,rlchr.d l. milk . -dtt.ct
2l0o lt d Efi,lyir.rt. ni. Ptbf&aliE T-ri.s.s 9,20asrs 3€c0{6 r iiirr..irch crm
.. SUBMITTAL..
UL# N759 3 hr
COLI]MNS:
COLUMNS SUPNORTING A FLOOR:
COLI,JMNS SUTPiORTING A ROOF:
UL Deslgn #X790
UL Deslgn #X790
3 hour rating
2 hour rating
WFColumns ULXTM 3 hr.2 hr.
WDRatio Column Size
2.55 w 14X233 7tE"5/8"
1.96 wr4xl76 r ul6"lut6"
r.56 I U4"13/r6"
1.23 w 14x82 I u2"I
2.M I l1116"
r.65 wl2xr20 l :l/16"13/16"
I 3/8"t.34 w12X96 t5/r6"
1 lD*r.22 w 12x87
I 9//l6t'I r/16"l.ll wt2x79
1 5t8"I 1/t"w12x65o.92
I 1E',I 5/8"w 12x580.92
I U4tlt 13/15"wr2x400.73
I s/16"I 7n"wl0x330.66
3 hr.2 hr,ul.x790mnsWF
Tube Steel Sizew/D Ratio
| 3t4"I l/t"'ts4x4x5/16
I 3/t"2"TS5X5X I /40.24
-
wt4xl32
w12Xl52
1"
tJ.29
FI REPRO O FI NG THICKNESS TESTS
Pro,lectNam€
Pmf Addresi
Oale
lnsoectur:
BtdS- #/'StEc rE Nam€:IFERIlTfrlT
M EASUREMENT PROCEOURES
{For rn6asrn!.rrnt loaatioos sar o{rr. sirc)
UETAEA I esru esc
z r.t3 o(!
O.ct ag i l/Yrlt r 3rr ol l0
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HOTEr ENTER ALL RE oINGS ltl b oF AN |HCH
I'l.rinu]n Ft cordrbl. Thlckn6s: SFcdlied lhiain s! plus lr4 indr
tiinlmum Acc.pbblc Thlckn6s: For SFfirI EpGdfi.d to bG l' or lers. 75% ol lp.dfic. tion 297olrtt
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Carlson Testing, fnc.
Bend 0fEce
Geotechtricd Omce
Eugene OIIice
salem Offfce
(s4r) 330-91ss
(503) 601-8250
(s41) 34s-0289
(503) s89-1252
(s03) 684-3.160TigardOffice
August 24, 2018
E1501078.CTr
Permit No: 811-IDP2015-00069
FIELD INSPECTION REPORT
DATIS COYERED: August 23, 2018
PROJECT:
ADDRESS:
INSPEC-TOR:
McKenzie Willamette Medical Center
1460 G St - Spring6eld Oregon
Robett Otchard
08/23l18: THICKNESS OF SFXII APPLIC-I\TION
As requested by Shannon wittr Layton Consttuction, Cadson Testing, Inc. (CfI) tepresentative, Robert Orchard arrived onsite
to perfom thickness testing of SFRM (Cafco 300) for columns and beams at Sectot F 1" floor nith tests being petformed at
general area of XFF/101.8, with extedor primary beam, pdmary beam, column, and secondarv beam having met and/or
exceeded thickness requirements.
Out repotts pertain to the material tested/inspected only. Infornation contained herein is not to be reproduced, ercept in fi:Il,
vrithout ptior authotization ftom this ofEce. Undet all &cumstarces, tlle ioformatioo coutained in this leport is provided
subiea to all terms and conditions of CTI's Genetal Conditions in effect at the time this report is prepared. No party other
than those to r*'hom CTI has distributed this repott shall be entided to use o! lely upon the infotmation contained in this
documenL
If thete are ar:y futhet questions rcgarding this matter, please do not hesitate to contact this of6ce.
Respectfrrlly submittcd,
CAR-ISON TESTING INC.
Chris McDonald
Eugene Branch Marrager
RO/mw
cc:CITY OF SPRINGFIEI,D SER\4CES ROBERT C,{SI.T.E
CARISON GEOTECHN'CAI, BLAD W1I,COX
ESA. TOM I-I]FEVRE
LAYTOh- CONSTRUCT1ON - CHRIS STRUCI''\'r\N
I-AYTON CONSTRUCTON . NATE HELLER
LAYTON CONS TRUCTION _ ROBERT MI'(CHELI,
LAYTON- CONSTRTICI'ION . ROIIERT lllITCHF,r-l,DROI' BOX
LAYTON CONSTRUCTON - STI\NNON STENER
LITIIE JOH.\ (S & ME COMPA].T4 _ CHRIS AKERS
LTTTLEJOITN (S & ME COMPANTI) - TODD \I4LSON
STRUCTI]E-{I, DIiSIGN GROUP _ MIKE MURRAY
STRUCTURAL DESIGN (;ROLIP IAUL i\,{lJRR,{Y
EMAIL
IJMAII-
EMAIL
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EMAIL
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EMAIL
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EMAIL
EMAIL
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E]VIAIL
Carlson Testing, fnc.
BeDd Ofnce
c€otechnicsl Office
Eugetre Office
Salem Oflice
Ticard Office
(s41) 330-9155
(s03) 601-E2s0
(s41) 34+02E9
(503) s891252
(so3) 684-3460
August 31, 2018
81501078.CTI
Perrnit Na: 8 1 1 -LDP20 1 5-00069
FIELD INSPECTION REPORT
DATES COLERED: August 30,2018
PROJIiCT:
ADDRESS:
INSPECTOR
McKenzie Willamette Medical Center
1460 G St - Springfield Oregon
Chris McDonald
08/30/18: PROOFROLI.
As requested by Lapon Construction, Carlson Testing, Inc. (CTI) tepresentative, Chtis McDonald was on site to observe
deflecrion testing on proposed subgrade elevation for parking stalls referenced on attached site map.
Upon arrival I obsen ed that Pacific Ercavation has pteparcd subgtade at locations refereoced on site map. The subgrade
matedal appears to be medium btown silty clay with cobble and gravd.
Pacific Ercavation used a 6r1ly loaded tandem axle dump truck weighing approximately 55,000 lbs. to petforrn the prooftoll.
No pumping, oo deflectioo, aod no tire tracking/ruttiog were observe{ indicating a frrm subgrade at this time,
Resuls of deflection testing were dtcussed urith Shannon with l-ayton Construction pdor to m,v departute ftom ptoiect site.
August 31, 2018
E1501078.CTI
PemitNo: 811-LDI,2015-00069
Page 2 of 2
Our reports pertain to the matedal tested/inspected only. Information contained hetein is not to be teproduced, exccpt in fu[
without ptior authorization from this of6ce. Under all circumstances, the information containcd in this report is ptovided
subject to all terms and conditions of CTII Genetal Conditions in effect at the time this leport is prepared- No party other
than those to whom CTI has disttib,-rted this report shall be entidcd to usc ot rcly upoo the inforrnation contained in this
document.
If there are any further questions tegarding this matter, please do not hesitate to contact this of6ce.
Respectfr.rlly submined,
CARISON TESTING, INC.
Chris McDonald
Eugene Bralch Manager
CM/gk
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EXIL{IL
EMAIL
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EMAIL
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cc:C]TY OF SPRINGFIELD SF,R!'ICES _ ROBERT CASflIT
C\RISON GEOTECHNICAL - BL{D tr1IIOX
ESA _ TOM I-EFLVRE
L{YTON CONSTRUCTION _ CHRIS ST'RUC}NT{N
LAYTON CONSTRUCTTON - NA'I! HF:I,i,ER
I.AYTON CONSTRUCTION ROBERT TATCHEII-
LAYTON CONSTRUCTIO:": - ROBERT iINTCHELL DROP BOX
I"{YION CONSTRUCfION - SUANNON 5-TElh\ER
rrrlr-E JoHN (s & ir{E coMPiNY) - CHPJS AKERS
Lt I'TLEJOIIN (S & ME COMPAN' TODD W]I-SON
SIRUCTT]RAI, DESIGN (;ROUP - MIKE MURR,\Y
STRUCTUL{I DF.SIGN GROUP , PALII, MURRNY
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Carlson Testing, Inc.
Bend Omce (S4I) 33o-9lss
Geole.hnical Orlice (S03) 501-t250
Eugene Omce (541) 345.02E9
Srl.m Offic€ (503) 5E9-1252
TiEard Office (503) 6t4-3460
Odober 25, 2018
E1501078,CTt
Lab Los #18-6795
QHCCS tLC
PO Box 5009
Brentwood, TN 37027
RE: MCKINZIT WITLAM.T'E MEDICAI- CENTER
LEvEr 2, 1/2"DE sEACPFRoMEucE ESaxD&GRAVEL
MAxrMuM SprcrFrc GRAv[y (RICE] TESnNG
As requested, Carlson Testing lnc. has completed a maximum specific gravity (rice) test conducted on a sample of
level 2, l/2" Dense Asphaltic Concrete Pavement (ACP) produ€ed by Eugene Sand & Gravel. The sample was
collected by our representative on Oclober 24, 2018 from the grade afler placement and prior to compaction at
approximately 11:15 a.m. representing approximateV 32 tons. The asphalt concrete temperature was 2900F at the
time ol sampling. Following are the results:
MAXTMUM THEORETTCAT SPECTHC GRAVTTY (R|CE) - ASTM D2041:
Sample ldentification Test Resultr
Number of Samples Tested
Sample Mass, Srams
1
1590.8 grams
Container Type
Tesl lMethod
Vacuum Bowl
WeiBhing in air
Maximum Specific Gravity, Gmm 2.469
rs3.z lb/ft'Maximum Density, lb/ft!
Supplemental Procedure (0ry-Back)No
Our repons penain to the material tested/inspected only. lnformation contained herein is not to be reproduced,
except in full, without prior authorization from this office.
It there are any further questions ,egarding thls matter, please do not hesilate to contact this office.
Respectf ully submitted,
CAR6ON TESTING, INC.
Steve pton
Salem Laboratory Manager
mk
cc:QHCCs Ll-C
CITY OF SPRINGFIELD DEVELOPMENT SERVICES - ROSERT CASTILT
LITTLEJOHN {5 & ME COMPANY) - CHRIS AKERS
LITTLEJOHN (S & ME COMPANY) - TODD WILSON
TAYTON CONSTRUCTION CO _ ROBERT MITCHELI DROP BOX
4060 Hudson Avc NE
Salon, OR 97301
E-Mailed
E-Mailed
E-Mailed
E-Mailed
1
Carlson Testing, Inc.
Bend Omce (541) 33G9155
Geoteth nlcsl Office (503) 601-8250
Eugen€ Omc? (54I) -l{54289
Selem OIfice (503) 589-1252
Tlgrrd Office (503) 6E+3,160
November 20, 2018
E1501078.Cn
Lab Log Sl8-8551
QHCCS LLC
PO Box 5009
Brentwood, TN 37027
R€:McKENzII WIILAMETTE Mf DICAI CTT{Tt R
LEvcr 2, l/2" DErisE ACP FRoM RTVERBTND SANo & GRAVEL
MAXMUM spEonc GRAvny (RlCEl TEsnNG
As regu€sted, Carlson Testing lnc. has completed a maximum specific travity (rice) test conducted on a sample of
Level ?, 1/2" Dense Asphahic Concrete Pavement (ACP) produced by Riverbend Sand & Gravel. The sample was
collected by our representative from the jobsite on November 19, 2018 and delivered to our Eugene laboratory on
November 19, 2018. The sample was collected from the trade 30 feet east of liBht pole next to the brick masonry
building after placement and prior to compaction from load #2 at approximately 2:20 p.m. representing
approximately 32.95 tons. The asphalt concrete temperature was 295"F at the time of sampling. Following are the
results:
MAXTMUM THEORETICAT SPECIHC GRAVTTY (R|CE) - ASrM D2041:
sample ldentlflcation
Number of samples Tested I
Sample Mass, grams 1571.0 grams
Containe. Type Vacuum Bowl
Test Method WeighinB in air
Maximum Specific Gravity, Gmm 2.487
Maximum Density, lb/ft3 154.8 tb/ft3
supplemental Procedure (Dry-Back)No
Our reports pertain to the material tested/inspected only. lnformation contained herein is not to be reproduced,
except in full, without prior authorization from this office.
lf there are any further questions regarding this matter, please do not hesitate to contact this office.
Respectf u lly su bmitted,
cARl"soN TESTTNG, rNC.
U*rffirryJason 8ryant
Senior Laboratory Mana8er
gk
89970 HWY 99n-
Eugene, OR 97402
cc: DISTRIBUTION LIST
Test Results