HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-06-21Carlson Testing, Inc.
Bend Ollice
Geotechnical Office
Eugene Ofiice
Salem Oflice
Tigard Ollice
(541) 330-91s5
(s03) 601-82s0
(541) 34s-02E9
(s03) 589-1252
(s03) 684-3460
REPORT OF 4 X 8 CONCRETE CYL]NDRICAI TEST SPECIMENS
ASTtn C39 /Ca72 / Ca054 /C738 /C3t / CL43 c231/ Cr23tTest Methods:
Date Molded:o6 /20 / 2atB Job Number ._ EL1-01424 .
Permit #:811-17-002209-STR
Client:FRANZ BAKERY - JACK COPHER
Project:FRANZ BAKERY EXPANSION
Address:200 O NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRINGFIELD
Contractor:
Subcontr Cast By:T . DI]NAWAY
Concrete Supplier:KNIFE RIVER ( EUGENE )
240344396 Load #: 1 Ticket#:80025907
Weather:ST]NNY Test Time:8:45 AM Air Temp. at Sampling Time: ----.65-
Cylinders were cast for the following locations:
15tr TRENCI{ DRAIN RUNNING EAST AND WEST ON SOT]IIH SIDE OF BUILDING APPROXIMATELY5' EAST OF RETAINING WAIL.
Strength Requirement:4000 psi fc @ 28 Days Slump:
66
3.00n oh Airz 2 -4+
Max Agg:Mix Number:2445N87009 Concrete Temp:
('70 02. )Admix,/Amt:AIR (5 OZ.) AND WRDA64 20F2
Register Number:00005259 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards:
Curing: High 72
Low -----El-
Set
No.
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fracture
Cap
Tvoe
Tested
Bv
1 ).2 .56 5 510 PAD 60 ME06/27 / 201-8 70435 4.00 3
2a o'7/tB/20L8 449'7 5 4.00 L2 .55 3 PAD 50 ME
2A 07 / L8 / 2ote 81535 4.00 !2.56 2 PAD 50 ME
ME2A01 / a8 / 2078 85375 4.00 L2 .56 3 PAD 50
I
Distribute attachments.
Please see reverse side for additional information.
Date Received: 06 / 21/ 2A18
Truck #:
Total Concrete Placement Location:
15fr TRENCH DRAIN RUNNING EAST AND WEST ON SOUTH SIDE OF BUILDING.
I
67'7 0
6490
6800
6590
< 1 in. [25 mm]
Type I
Reasonable well-formed
cones on both ends, less
than 1 ifl. [25 mm] of
cracking through caps
Tlpe 4
Diagonal fiacture with
no cracking through
ends; tap with hanrmer to
distinguish from Tlpe I
T7pe2
Well-Formed cone on one
end, vertical cracks rururing
through caps, no well-defined
cone on other snd
Date Molded: 06 /20 / 20t8
Type 3
Colurrnar vsrtical cracking
through both ends, no
well-formed cones
Type 6
Similar to Type 5 but
:nd ofcylinder is pointed
J
Tlpe 5
Side fractures at top or
boftom (occur comrnonly
with unbonded caps)
TO:
Project Manager christian McDonald
FRANZ BAKERY - .TACK COPIIER
CITY OF SPRINGFIELD BUILDING DEPARTMEN]
?HE AUSTIN COMPANY GREG CI.AMP
DAVID EVANS & ASSOCIATES - STEVEN TIARRISON
x
FRANZ BAKERY KIM ARNOLD
]ACK . COPH ER@USBAKE RY . COi,!
GREG . CLA ,I POTHEAUSTI N . Coltt
SDHGDEAINC . COi4
KIM . ARNOLD@USBAK E RY . COM
Our reports pertain to th€ material tested,/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this oflice. Under all circumstances, the informalion contained in this report is provided
subject to all terms and conditions of CTI's General Conditiom in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 IIWY 99N. EUGENE OR
ffilIr
JobNumber:EL1OL424. RegisterNumber: 00o0s2s9
Project: FRANZ BAKERY EXPANSIoN
Remarks:
Reviewed By: P."r =:! y1139:I o" o'1 / L8 / 2u-B
Carlson Testing, Inc.
BeDd Otffce
Geotechnical Office
Eugene Oflice
Srlem omce
Tigrrd Office
(541) 330-9rss
(s03) 601-E2s0
(s41) 34s-0289
(503) 589-1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
ASn,r c3 9 / Cl- 7 2 / Ct O 6 4 / Ct} I / Ca 1 / C)- 43 / C23 I / C!23 tTest Methods:
Date Molded:a6/Le/2078 Date Received:a6/t9/2oa,Job Number : E1707424.
Permit #:811- 17- 002209-STR
Client:FRANZ BAKERY . ..]ACK COPHER
Proj ect:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPR FIELD OR Jurisdiction:SPRINGFIELD
Contractor:
Subcontractor
Concrete Supplier:IOIIFE RIVER (EUGENE )
Truck #:41805 Load #:
Weather:C],EAR Test Time:7:45 AI4
Cylinders were cast for the following locations:
BI,OWER BUII,DING EXTENSION SLAB ON GRADE AT A TO B FROM 1TO 3
Total Concrete Placement Location:
BLOWER BUILDING EXTENSION SLAB ON GRADE AT A TO B FROM 1 TO 3
Strength Requirement:4000
Cast By:R. ORCHARD
Ticke#:8002581
Air Temp. at Sampling Time: 57
Mix Number:2 4 F4NE5AO O
psi fc @ 28 Days
Concrete Temp:
Slump:
'12
3.75'%o Air:L.4\
Max Agg:
Admix,/Amt:WRDA6 4 (2s0 02. )Cubic Yards:70F L4
Register Number:00005258 Lab Location:EUGENE
Average fc @ 2B days
Curing: High 87 ***
Low -l!--lji-
Set
No.
Test @
Days
Test
Date
Total
Load
Arg.
Diameter Area Unit
PSI
Type Of
Fracture
cap
Tvoe
Tested
BY
II ,7 06/2s/2018 52055 4.OO t2 .56 414 0 3 PAD 50 ME
28 0'7/L5/201-8 4.00 1-2 .56 62'7 0 3 ME
28 o7 /a6 / 20L8 77035 4.00 L2 .56 513 0 3 PAD 60 ME
o7/16/2ot1 '7 417 A 4.00 L2 -56 6224 3 PAD 50 ME
621-O
IIII IIIIIII IIIIIIII
Distribute attachments.
Please see reverse side for additional information.
1
'74750 PAD 60
tr
Job Number: EL10L424. Register Number. 00005258
Project: rnnNz BAKERY EXPANSToN
< I in. [25 mm]
Date Molded: 05 / \8 / 2078
Type 1
Reasonable well-formed
cones on both etrds, less
than I in. [25 mm] of
cmcking thrcugh caps
**r Departure from ASTM C3l standard
Remarks:
TOi
Proiect Managep chrj-stian McDonald
Type 2
Well-Formed cone on one
end. venical cracks runnirg
through caps, no well-defined
cone on other end
Tlpe 3
Colurnnar vertical cmcking
tbrough both ends, no
well-formed cones
T}?e 5
Side fractures at top or
bottom (occur commonly
with unbonded caps)
Type 6
Similar to Trpe 5 but-nd ofcylinder is pointed
I
FRANZ BAKERY - JACK COPHER
CITY OF SPR]NGFIELD BUILDING DEPARTMENI
THE AUSTIN COMPANY - GREG CI.AMP
DAVID EVANS & ASSOCIATES - STE!'EN IiARRISON
x
FI{ANZ BAKERY - KIM ARNOLD
]ACK,COPHER@USBAKERY.COM
GREG. CLAI,TPOTHEAUSIIN. COI,I
SDHODEAINC. COr4
KIr,{ . ARNOLD@U SBAK ERY . COr,,t
Reviewed By: Project Manager on 0'7/ta/2otg
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. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 IIWY 99N, EUGENE OR
$fi
[,
IXr'r
-
T)?e 4
Diagonal fiacture with
no cracking though
ends; tap with harruner to
distinguish fiom Type I
ffil
Y)
Carlson Testing, Inc.
B€trd Office
Geotechdcal Ofiice
Eugene Office
Salem Office
Tigard Ofiice
(s4l) 330-9r5s
(s03) 601-82s0
(s4r) 34s-0289
(s03) s89-r2s2
(s03) 684-3460
R.EPORT OF 4 X 8 CONCRETE CYLINDRICAI-TEST SPECIMENS
Asart ca9 /ca'|2 /cL064 c138 c31 cL43 / c231/ c1-237Test Methods:
Date Molded:o6/aB / 2ote Job Number. E470L424.
811-17-002209-STR
Client:FRANZ BAKERY - ,fACK COPHER
Project:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPR NGFIELD OR Jurisdiction:SPRINGFlELD
Contractor:
Subcontractor R. ORCHARD
Concrete Supplier:KNIFE RIVER (EUGENE )
Load #:
Weather:Test Time:5:30 Al'1
Cylinders were cast for the following locations:
BLOWER BUILDING EXTENSION SLAB ON GRADE AT C TO D FROM 1TO 2
Total Concrete Placement Locrtion:
BLOWER BUILDING EXTENSION SI,AB ON GRADE AT C TO D FROM 1TO 2
Strength Requirement:4000
Truck #:4L 4l9
Mix Number:2445NE7009
psi fc @ 28 Days
Concrete Temp:
Ticket#:80025815
Air Temp. at Sampling Time: ----52
3 .00,%o Air:
-!-2*-3/4'Max Agg:
1
Slump:
.12
Admix/Amt:[^1RDA6 4 (280 02. ) AND ArR (21 02. )
Register Number:0000 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards:80F8
Curing: High 87 ***
Low -15--Iil
Set
No.
Test @
Davs
Test
Date
Total
Load
A* g.
Diameter Area Unit
PSI
Type Of
Fracture
cap
Tvoe
Tested
Bv
I ,7 06/2s/2018 55s35 4.00 L2 .56 5220 3 PAD 60 ME
o'7/16/20a8 7 6605 4.00 L2 .56 610 0 3 PAD 60 ME
01 / t6 / 2Oa8 't 4820 4.00 L2 .56 5960 3 PAD 60 ME
2S o'7/16/20L8 '77490 4.00 72 .56 517 0 3 PAD 60 ME
Distribute attachments.
Please see reverse side for additional information.
DateReceived: a6/a9/2ote
Permit #:
Cast Bv:
CLEAR
5080
F
IF
tr
Job Number: 8L1Ot424. Register Number: 000os2s7
Project: FRANZ BAKERY ExPANsloN
< I in. [25 mm]
T}?e I
Reasonable well-fomed
cones on both ends. less
than I in. [25 mm] of
cracking through caps
TWe 4
Diagoral fracture with
no cracking tluough
ends; tap with hafimer to
distinguish from Tlpe 1
*** Departure from ASTM C31 standard
Remarks:
TO:
Tlpe 2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
Type 3
Columnar vertical cracking
through both e[ds, no
we ll-formed cones
T}?e 6
Similar to Type 5 but
:nd ofcylinder is pointed
J
TWe 5
Side Aactures at top or
bottom (occur cornmonly
with unbonded caps)
FRANZ BAXERY - TACK COPHER
CITY OF SPRINGFIB',D BUILDING DEPARTMENT
THE AUSTIN COMPANY . GREG CI.AMP
DAVID EVANS & ASSOCIATES _ STE'!'EN HARRISON
x
FRANZ BAKERY - KIM ARNO,,D
GR EG . CLAMP@TH EAUsTIN . COl4
SOHGO EAI NC . COi,I
]ACK. COPHER@Us8AKERY. COI.I
KIM. ARNOLDGUSBAKERY. COI'I
Proiect Manager christian McDonald Reviewed By: Project Manager on o'7/r8/2u-a
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization liom this oflice. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this repon is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 TIWY 99N, EUGENE OR
ffil
Vr\rI r
Date Molded: 06 / ta / 20aa
Carlson Testing, Inc.
Betrd Office
Geotechnicrl OIIice
Eugene Ofrice
Salem Ofiice
Tigard Office
(s4r) 330-9rss
(s03) 60r-82s0
(s41) 34s4289
(s03) s89-1252
(s03) 684-3460
TEST SPECIMENS
Test Methods:
Date Molded:
AsrM c1019 / c109 /c!064 / ct43
06/l.4/2ota
permit #: 811-17-002209-sTR
CIiENt: FRANZ BAKERY - JACK COPHER
Proj ect: FRANZ BAKERY EXPANSION
AddTCSS:2OOO NUGGET WAY SPRINGFIELD OR
Contractor:
Jurisdiction: SPRINGFIELD
Subcontractor:DORMAN CONSTRUCTION Cast By:R . ORC}ARD
Grout Supplier: X
Truck#: N/A Load #: N/A Tickef#: N/A
Air Temp, at Sampling Time: 71WeatheT: PARTLY CLOUDY Test Time: 2:00 PM
Grout samples cast at the following location:
BLOWER BUILDING EXTENSION COLUMN BASE WEST SIDE
Total Grout Placement Location:
BLOWER BUILDING EXTENSION COLUMN BASES AT LOADING BAY DOOR JAMBS
Strength Requirement: 6000 psifg@ ze Days Slump:8-10i
Mix Number: N/A Grout Temp: 72 Cement Type: rr Max Agg:N/A
Admi/Amt: SAND Cubic Yards: 2
Register Number: 0005256
Average fg @ 28 days
Set
No.
Test @
Davs
Date
Recrd
Test
Date
Total
l-oad Area Unit
PSI
Cap
Tvoe
Tested
Bv
28 06/1-5/20L8 o'7/1-2/20L8 457L0 4.00
11640 ME06/\-s/2ote 07/12/2ore 46565 4.00
11490
III
I
Distribute attachments Please see reverse side for additional information,
RFPORT OF 2x2x2 GRoIlrr
Job Number: 817 47424 .
Lab Location. EUGENE
11430
Job Number: El101424. Register Number; O0o5256
Project: FRT\NZ BAKERY ExPANsroN
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
]ACK. COPHER@USBAKERY. COI!
Date Molded: 06 / L4 / 2o1a
TO:
FRANZ BAKERY . JACK COPHER
CITY OF SPRINGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY GREG CI,AMP
DAVID EVANS & ASSOCIATES STEVEN I{ARRISON
x
FRANZ BAKERY - (IM ARNOLD
GREG, C LAM P@TH EAUSTIN . COI'I
SDH@OEAINC.COiI
(IM. ARNOLD@UsBAXERY. COI'I
Project Managep christj-an McDonald Reviewed By: Project Manager oD o7/18/2018
Our reports pertain to the material tested/inspected only. lnformation contained herein is not to be reproduced, except in full,
without pdor authorization from this office. Under all circumstanc€s, the information contained in this repon is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepar€d. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N. EUGENE OR
Carlson Testing, Inc.
Bend Offce
Ceotechnical Ofiice
Eugene Of,ice
Srlem Ofnce
Tigard OfEce
(s4r) 330-9rs5
(s03) 601-8250
(s41) 345{289
(s03) s89-12s2
(s03) 684-3460
REPORT Opt 2x2x2 GROUT TEST SPECIMENS
Test Methods:
Date Molded:
ASTM c1019/c109 / cL064 / cL43
06/1,4/2078 Job Number: Et707424.
fIi61f1 FRANZ BAKERY . JACK COPHER
Proj66f; FRANZ BAKERY EXPANSION
AddTESS:2OOO NUGGET WAY SPRINGFIEIJD OR
Contractor:
Jurisdiction: SPRINGFIELD
Subcontractor:DOR],,IAN CONSTRUCTION Cast By:R . ORCIARD
Grout Supplier:X
Truck #: N/A Load#t N/A Ticket#: N/A
Air Temp. at Sampling Time: 1!Test Time: 2:00 pM
Grout samples cast at the following location:
BLOWER BUILDING EXTENSION COLUMN BASE WEST SIDE
Total Grout Placement Location;
BLOWER BUILDING EXTENSION COLI]MN BASES AT LOADING BAY DOOR JAMBS
8-10'Strength Requirement:
Mix Numher: N/A
6000 psi fg @ 2e Days Slump:
Grout Temp: _lf_ Cement Type: rr Max Agg : N/A
Admix/Amt: s?wD
Register Number:0005256 Lab Location:
Average fg @ 28 days
Set
No.
T€st /a
Davs
Date
Rec'd
Total
Load Area Unit
PSI
cap
Tvoe
Tested
Bv
Test
Date
1 3 ME06/ts/2018 05/t1 / 2ot8 33525 4.00 8380
3 06/Ls/20a8 06/L7/20L8 35250 4.00 8810 ME
3 06/a5/20a8 3461-0 4.00 8650 ME
'1 06 / )-5 / 201-8 o6/2t/20L8 41530 4.00 10380 ME
'7 06/2t/2OaB 4A'7 45 4.00 1019 0 ME05/75/2oa9
ME'7 06 /'t-s / 20as o6 / 21/ 2ole 39800 4.00 9950
28 05/a5/2078 01 / 1-2 / 2078 45580 4.00 t-1400 ME
Ll49A
I
E Distribute attachments.Please see reverse side for additional information.
Permit #: 811-17-002209-STR
Weather: PARTLY CLOIJDY
Cubic Yards: _l_
EUGENE
06/t'7/20a8
i
=
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks
]ACX.COPHER@UsBAKERY.COM
Date Molded: 06 / \4 / 20],8
FRANZ BAKERY - .JACK COPHER
CfTY OF SPRINGFIEID BUILDTNG DEPARII.IENT
THE AUSTIN COMPANY . GREG CI,AMP
DAVID EV]\NS & ASSOC]ATES - STEVEN HARRISON
x
FRANZ BAKERY - Kf}I ARNOLD
GREG.CLA PGTHEAUSIIN . COii
SDH@DEAINC.Cfi
KIM . ARNO LDGU SBAK ERY . CON.I
Project Manager christian McDonald Reviewed By: Project Manager o\ 07/L8/2olg
Our reports pertain to the material tested/inspected only. Information aontained herein is not to be reproduced, except in full,
without prior authorization from this offrce. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at th€ time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
899?0 HWY 99N. EUGENE OR
Job Number: E,t'loa424. Register Numbel; 00o5256
Project: FRANZ BAKERY EXPANSToN
Berd Office
Geotechtrical Office
Eugene Olfice
S&Iem Office
Tigard Ofrice
(s4r) 330-9rss
(s03) 60r-82s0
(s4r) 34s-02r9
(s03) sE9-1?s2
(503) 684-3460
Daily Report of Structural Steel
Client: IRANZ BAKERY - JAcK COPHER
Project; !'... 4? BAIG8Y ExP4llsLqN
Address: 2000 NUGGET WAY SPRTNGFfELD OR
CTI representative c. MCDoNAJ.D oBoA 1003
u.as o11 site this date Auq. 23, 2018
pemit 811- 17 - 002209 -STR
DFs #(s)P0Number: 101171009170IJC
Company: AUSTIN COMPaNY
2. Iuspection was "IBC' ! Continuous H Periodic
3 . Work performed Ia the field ! et tab siropx
4. If shop irsp€ction do they have fabricalion and QC
procedures? [ ves f] *o I va
INSPECTION
WELDER INI'OR,TIATION
Location of steel inspection fto include grid thes, elevations
(floors) and dmwing detailsl:
3/4. puDDr,E wEr,Ds FcR 1X,, 20 GATJGE METATT DECK TO
WIDE FIANGE AI{D C}IANNEI rOR AITNINGS AT EAST AND
SOI]IH SIDES OF BAKERY EXPN]iSION.
PLINCHLOCK VCS2 FOR 20 GAUGE DECX SIDE I,AP SEAI!]S
IOR AWNINGS AT EAST AI{D SOUIi,I SIDES OF BAKERY
EXPANSION,
PROCESS: SMAW
IITTTTER METAL: 86022
VerifrCd dre conu'aaols Welding Procedure
Specificatioos arc ilt conformance with
AWS rcquirements.
x
2. Verified the essential variables outlined in lle
WeldinE Prmedure SDecifi catioos were
employid during cxecurion ofrhe wo*.x
3. Verifi€d the weldabilily ofrcinforcing steel
other than ASTM A706.x
Yes NoN.'A REFERENCE: RFr #10 DATAD Ol/L6/L8 DETArJ,8/5515
REvrsroN E DATED 02101/18 A-\D 3,/s00d REvrsloN c
REPORT SUMMARY
l. work hspected was: [l Compteted [-l In progress
2. Completed work iaspected was itr compliance with
I Approved plans and specifications n Shop drali.ings
E] xut I Desrgn change
Document #(s) sEE i,ocATION
3. Noncompliance item(s) were noted tlis date, details on
foUowing page(s). I Yes n ^o El N/A
4. Noncompliance item(s) rvere reinspected this date, details
Yes No N/A on following page(s)Yes nno E]ve
Conform ! Remain in progress
Report(s) findings were discussed and left with
PETER
Of AUSTfN COMPANY
Based on the code, approval is rEquir€d from ihe Building officisl before the
SPECIAL INSPECTED itenr.s noted above can ttc covered. CarlsoD Testing
has no authoriry to direct work of contractors or subcoatractoN.
Page 1 of 2
Submittal
Dated:
N/A
Welders Name:
Cenification #:
x1. Reviewed previous iospection reports?
x2. Verified steel materials are in compliance by reviewing
random samples of the mill test repolts, steel lD
markings or otha documentatioa.
x3. Verifiql weld filler materials cooform.
x4. Checked steel m€mbers to see they were fabdcated Bnd
erecled in accordance vrith the worknanship and
tolerances lequircd.
xS.ehecIElwaldod strrds and sructuml conrections werc
installed as reqrlted.
x6. Vedfied high strength bolts and fasteners conform.
7. Veiffil the quality of welds producetl by welders,
welding opemron, and tackers conform.
x8. Verified steel 6iame joint details for bracirrg, stiffenirg,
mernber locations, and application ofjoint details at each
connectioo are in compliance by random sampling,
IIIIII
I See additional report page(s). n Distribute attacfutre[rs,
Carlson Testing, Inc.
to perform Special Inspectiou for:
CTI Job #:
.lurisdiction: SpRTNGFIELD
Ea"lot42a .
SCOPE OE INSPECTION
l Checked in rvith superintendert, client or shop rep.
f.lsltl€ PE1LR
QATED 01/08,/18.
x
!
Daily Report of Structural Steel
cTI Job #: E).-t0L424 .
Project: FNz EA{ERY EXPANSIoN
Notes:
Respectfirlly submitted,
CARLSON TESTING,
Christian McDonald
Project Manager
c14/cx
In some cases more than one box may be checked for a given item on the front page.
Our reports pertain to the material tested/inspected only. tnfonnation contaiaed herein is not to be ieproduced, except i:r fi
without prior authorization fiom this ofEce, Under all circumstances, the information contained in this report is provided
subject to all terms and conditions ofCTIs General Conditions in effoct at the tim€ this r€port is prepared. No party other
than those to whom CTI has distributed this report shall be eotitled to trse or rcly upon the information contained in this
document.
Ifthere are any further questions regarding this matter, please do not hcsilate to contact this office.
]AC( , COPH ERGUS AAX ERY. COi4
f,.or: 08 /23 /201,8
CC:!.AANZ BAI(ERY - ;TACI( COPHER
CITY OF SSRINGEfELD BUIIJDING DEPAR'IMENT
TI{E AUSTIN COMPANY - GREG C],AUP
DAVID EVANS & ASSOCIATES . STEVEN }IARRISON
x
FRANz BATGRY - KfM ARNOI'
GREG. CLAiPGIHEAUSTIN. COi,t
S GDeAIiIC. CCl,l
89970 }I\YY 99N. EUGENE OR
KII.I, ARNOLOGUSsAKERY. CON
Page of -_L
Carlson Testing, Inc.
BeDd OIfice (541) 330-9155
GeotechDical Olllc€ (503) 601-6250
Eugene OIIice (541) 345{289
Salem OIIlce (503) 5E9-1252
Tigard Ofrice (503) 6E+3,160
October I 8, 201 8
Et70t424.CTr
FIELD OBSERVATION REPORT
PROJECT:
ADDRESS:
DATE:
PURPOSE:
BY:
Franz Bakery Expansion
2000 Nugget Way, Sprhgfield, OR
Ocrober 17,2018
Epoxy Show-up/Cancel
David Smith
As requested by Monty with Carothers & Sons, Carlson Testirg represedative David Smith was on site to
observe epoxy all-thread install; however, holes needed to be cleaned. Will re-schedule for a latEr date.
Note: This report p€rtains to the ar€a observed ody. Information contained herein is not to be reproduced,
except in firll, without prior authorization from this office.
Respectfu lly submitted,
CARLSON TESTING, INC.
Chris McDonald
Project Manager
DS/gk
CITY OF SPRINGFIELD BUILDING DEPARTMENT
CITY OF SPRINGFIELD DEVELOPMENT SERVICES _ ROBERT CASTILE
FRANZ BAKERY _ JACK COPHER
FRANZ BAK.ERY _ KIM ARNOLD
THE AUSTIN COMPANY _ BRTAN PACIORKOWSKI
THE AUSTIN COMPANY - GREG CLAMP
TIIE AUSTIN COMPANY _ DAN GUESMAN
T'HE AUSTIN COMPANY * OMAR SI{EIKH
TTIE AUSTIN COMPANY PETER MCBRIDE
DAVID EVANS & ASSOCIATES - STEVEN TIARzuSON
EMAIL
EMAIL
EMAIL
EMAIL
EMAIL
EMAIL
EMAIL
EMAiL
EMAIL
h?ii7rs:rioxY-sHow-iptJANCE!
Carlson Testing, Inc.
Bcnd Offire
Geotechnical Oflice
Eugene Office
Salem 0ffice
Tigard Office
(s4r) 330-9155
(s03) 601-8250
(s41) 34s-0289
(s03) 589-t252
(503) 68,t-3460
Daily Report of Proprietary Anchors
Client:
Address:2r.li_rLr ]uGGEr i,iAy siRrrrcI-F,I.D oi Jurisdiction:S:P,Il.:: Ell
C I I rcpresentative
was on site this dale Oct. 18 2 018 to perfom Special lnspection for
pcrmit 811- 1? 002209 SrR
DFS #(s)PO Number:10117 10 0 917 01JC
DWAYNE
Company
Location of propdctar) anchors inspected [to include g d
lines, elevations (floors) and drawing detailsl:
OBSERVED AND INSPECTED THE INSTALLAT]ON OF (48
CAROTHERS & SONS
2. Inspection rvas "IBC" !Continuous tr Periodic
PROPRIETARYANCHORS
L Rcviovcd prcrious inspcction rcports'l I
2. Reviewed evaluation rcport?x
Verified following items meet manul'acture/s
published installation instructions.
Evaluation report number & date:
ICC ESR 3814 RE]SSUED O1l2017
OE 160) 1" X 23'" HIITI HAS E 87 A]-T, THREAD
AticEoRS .p,: 24" altBtDtlENT ECR l2) 15',6" S]LO Brlis
AND (4) 12' SILO B]NS US]NG HI],TI RE 5OO V3
EPOXY AND ]NSTALLED PER AUSTIN COMPANY DP-AWINGS
DATED 10105/2018 SHEET 3 OF 3, ICC ESR 3814 AND
}LANUEACTURER'S INSTALLATION REQUIREMENTS
No
REPORT SUMMARY
l. work inspected ruur, I Completed ! ln prog."rt
2. Completed work inspected rvas in compliance uith
[ ,tpproved plans and specifications ! Shop drawings
RFI ! Design change Submittal NiA
Document #(s)AUST]N WT NGS Dated: l-01-0512-0l&
3. Noncompliance item(s) were noted this date. details on
fbllou,ing page(s)Yes f Nra
date, detailsI Nra
4. Noncompliance item(s) u,ere reirspected this
on follorving pagc(s)Yes No
Conform ! Remain in progress
Report(s) lindings rvere discussed and left rvith
Di,AYNF
of CAROTHERS & SONS
Name of product being installed H]LT] RE 5OO V3
3. Verified minimum embedment depth of the
anchors.x
4.Verified installation of the anchors x
5. Verified anchor diameter X
6. Verified steel grade X
7. Verified hole diameter X
8. Verified type of drill bit used ti
9. Verified hole cleanins melhod.X
x
11. Verified edge distance I
12. Verified spacing x
13. Verified installation torque I
Balch Number llo-8-8-
-a8 / 2A19Expiration Date
Based on the Code. approval is required lrom the Building Official belote the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
Page 1 of 2
FRANZ BAKERY _ JACK COPHER
Project: EP-ANZ BAKERY EXPANSION CTlJob#: E71A7424.
R. ORCHARD OBOA 961
SCOPE OF INSPECTION
l. Checked in with superintendent or client representative.
Namc:
YesNoN/A
10. Verilled adhesive application.
I See additional report page(s). I Oi.t.ibut" attachments.
Daily Report of Proprietary Anchors
CTI Job #: ..11t)1421.
Project: ERANZ BAKERY EXPANSToN
For: ta / ta /2a -E
Notes:
In some cases more than one box may be checked for a given item on the front page.
Ourreports pertainto the material tested/inspected only. lnformation contained herein is not to be reproduced, except in full,
withoutprior authorization from this offrce. Underall circumstances, the information containedinthis reportisprovided
subjectto alltems andconditions ofCTl's General Conditions in effect atthetimethis reportis prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
lfthere are any fufiherquestions regardingthis matter, please do not hesitate to contactthis office.
Respectfu lly submitted,
CARLSONTESTING,]NC
Christian McDonald
Project Manager
RO/GK
CC:
Revierved By: Clristian Mcdonald
Revierv Date: I 0/25/2018
]ACK, COPHER.AUSBAKERY. COMFRANZ BAKERY JACK COPHER
CITY OE SPRINGEIELD BU]LDING DEPARTMENT
TIIE AUSTIN COMPANY - GREG CLAMP
DAVID EVANS & ASSOCIATES _ STEVEN HA!R]SON
X
ERANZ BAKERY - KlM ARNOLD
GREG. CLA'!P@THEAUSTIN. COI,i
SDH@DEAINC.COI4
Page 2 of 2
89970 HWY 99N, EUGENE OR
KIM. ARNOLD-AUSBAKERY. COM
Carlson Testing, Inc.
Bend Office
G€otechnical Ofiice
Eugetre Office
Salem Omce
Tigsrd Office
(54r) 330-9rss
(s03) 601-8250
(541) 345-0289
(s03) s89-1252
(503) 684-3450
Daily Report of Proprietary Anchors
CIiENt: FRANZ BAXERY - ']ACK COPHER
Proj€ct:FRANZ BAKERY EXPANSION CTI Job #:El7 01424 .
2OOO NUGGET WAY SPRINGFIELD OR
R. ORCHARD OBOA 951
Jurisdiction:SPRINGFIELD
CTI representatiy€
was on site this date Oct. 18, 2 018 to perform Special Inspection for:
Permit 811-17-002209-STR
DFS #(s)PO Number:10117 10 0917 01JC
2. Inspection was "IBC' E Continuous
SCOPE OF INSPECTION
l. Checked in with superintendent or client representative.
Name' DWAYNE
CAROTHERS & SONS
Location ofproprietary anchon inspected [to include grid
lines, elevations (floors) and drawing detailsl:
OBSERVED AND INSPECTED THE INSTAI,I,ATION OF (48
oF 160) ln X 23yr r]aLTt HAS-E B7 AIL THREAD
ANCHORS AT 20' EMBEDMENT FOR (2) 15'6' SILO BINS
AND (4) 12' SILO BINS USING HILTI RE 5OO V3
EPOXY AND INSTAILED PER AUSTTN COMPANY DRAWINGS
DATED 10/05,/2018 SHEET 3 oF 3, rcc EsR 3814 AND
MANUFACTURER' S INSTAII,ATT ON REOUIREMENTS.
Document #(s)AUSTIN DRAWINGS Dated 10 05 20la
3. Noncompliance item(s) were noted this date, details on
following pag{s). tr Yes No I Nra
4. Noncompliance item(s) were reinspected this date, details
on following page(s)Yes ENo INra
Conform ! Remain in progress
Report(s) findings were discussed and left with
DWAYNE
X Periodic
Yes NoN/A
PROPRIETARY ANCTIORS
Verified following items meet manufacturer's
published installation instructions.
Evaluation report number & date
ICC ESR 3814 REISSUED 01 2017
REPORT SUMM,ARY
l. work inspected was: I Completed ! In progress
2. Completed work inspected was in compliance with
I Approved plans and specifications ! Shop drawings
! nn I Design change Submittal tr N/A
x1. Reviewed previous inspection reports?
x2. Reviewed evaluation report?
IIII
3. Verified minimum embedment depth ofthe
anchors.X
4.Verified inslallation of the anchors x
x5. Verified anchor diameter
X
x7. Verified hole diameter
x8. Verified type of drill bit used
9. Verified hole cleaning method.x
10. Verified adhesive application.x
I l. Verified edge distance x
12. Verified spacing.x
x13. Verified instaltation torque.
IIIIIIIIIII
IIIIIIIIIr
of CAROTHERS & SONS
Batch Number
Expiration Date
13924247
oa /20L9
Based on the Code, approval is required from the Building Oflicial before the SPECIAL INSPECTED items noled aboye can
be covered. Carlson Testing has no authority to direct work of contractors or subcontractors.
E See additional report page(s). E Distribule attachments. page L of 2
Address:
Company:
6. Verified steel grade.
Name ofproduct being instalted HrLTr RE s00 v3
Daily Report of Proprietary Anchors
CTI Job #: E17oa424.
For: 1,o /\8 / 20L8
In some cases more than one box may be checked for a given item on the fiont page.
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in fi
without prior authorization from this of{ice. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other
than those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this
document.
Ifthere are any further questions regarding this matter, please do not hesitate to contact this office.
Respectfu lly submitted,
CARLSON TESTING, INC
Christian McDonald
Project Manager
Ro/GK
Reviewed By: Christian Mcdonald
Review Date: 10125/2018
JACK.COPHER@USBAKERY.COMFRANZ BAKERY - .]ACK COPHER
CTTY OF SPRINGFIETJD BUIITDING DEPARTMENT
THE AUSTIN COMPA.IIS - GREG CI,All4P
DAVID EVANS & ASSOCIATES - STEVEN T]ARRISON
x
FRANZ BAKERY - KIM ARNOLD
GREG . C LAT'I P@TH EAUSTI N . COI',I
SDH@DEAINC.COM
Page Lof 2
TO:
89970 HWY 99N. EUGENE OR
KrM.aRNoLD@USBAKERY,coM
Project: _FNZM9'
Notes:
g)
THE AUST'N COMPANY
The Austin Company
64'10 Oak Canyon, Suite 150
lrvine , Califomia 92618
Phono: (949) 451-S000
Frx: (949) 451-9011
RFI#043
Prolec{ 17424D0 - FrarE Bakory
2@0 Nugget Way
Sprlngf eld, Oregon 97403
Phone: 503{1S7252
UDC RFI#10 Canopy decking
TO:OleO Boguslavsky (fhe Austin Corhpany . IRV)
Omar Sheikh (fhe Austin Compeny - lRV)
FRO :: Nbk Comereski (Utrc Co.poratlorl
1(Xl N. Ki€emer Place
Anahsim, Calitornia 92806
STATUg: Cloasd
DUE DAIE: 01hgnn17
cosT cooE:
SCHEDULE I PACT: No
SPEC SECTIO : 053'lO0 - Steel Deckins
REFERETTCE:
DATE INITIATED
LOCATION:
01t12DO18
Building E)qransion
SUB JOB:
COSTIMPACn No
DRAlVll{G }iUiaBER: keyrlbtes 1/S121
LII{KEO DRAIYI GS:ll' '
RECEIVED FROtlr Nick Comereskl (UOC CoIpor.Uon)
coPtESTO:
Nicl Corn€reski {UDC Corpo,-atlorr), Peter McBride (fhe Austin Company - lRu
The canopy ded( calls for Verco PL&36 20{ Ioot deck, I ru-s d€ck rEquires e punlock tool. This tool makes holes an tho dsckrE. CoNilering this is
outside coiredng a truct dock b th€rE another de{k we could use thal do6 not puncb holes in ths deckhg?
9fficfal Besponse: Omar Sheildr (fh€ Austin Comparv - lRV) rBspoftletl on Tuesday, January 16th, 2O1A al &21AM PST
The Punchlok too| (V$2 side-lap conn€c{ion) creales 6 conneclion contained within tho sid+lap. The sheared and oiset deck material is at the
side-.16p- The sidelap connec'tion per Keynote 'l on 5121 shall be maintainod.
it is acceptable to substthJte the HILTI X€DNK22 (36/4 pattem) VSC2 @ 24' o.c. dec* hsteoing.wilh a 36/4 wekl patb.n (l/2' efective diameter arc
spot welds). TouctFup paint shall b€ applled to th6 wcld locatiorrs- See 3,15006 for additiooal inlo,maliro.
Attachm6nls:
Question from Nick Comereski (UDC Corporation) al02:2'l PM on 01112/2018
The Austin Company
OATE
Page I of 1
COPIES TO
Printed On: 08/222018 03:55 PM
BY
Carlson Testing, Inc.
Rcnd Oflice
Ceotcchnical OIIice
llugene OIfice
Selem OmceI igard Ollice
(sdr)
(s03)
(s4l )(s03)
(s03)
330-9t 55
60r-8250
315-0289
5E9-1252
68{-3{60
Test Methods: ASTM C1019,/ C 10 9/C10 64
TEST SPECIMENS
Date Molded: a] /2," /2atB
Permit #: B 11- 17 002209-STR
Job Number: 81141424.
CIient: ERANZ BAKERY _ JACK COPHER
Pro.ject: ERANZ BAKERY EXPANSION
dddlsss;2000 NUGGET wAY SPRINGFIELD OR
Contractor:
JuTisdiction: SPRINGEIELD
Subcontractor:
GroutSupplier:
Truck #: N,/A
Cast By:R. ORCHARD
JOB MIX
l,6nd f; N/A
Test Time: 1:20 PM
Ticket#: N/A
Air Temp. at Sampling Time: B 4Weather: PARTIALLY CLOUDY
Grout samples cast at the following Iocation:
Total Grout Placement Location:
SHAFEER M]XERS AT,/OR BETWEEN H TO H.3 AT 5.4 TO 6.8 APPROXIMATELY
N/TStrength Requirement:
Mix Number: N/A
Admix/Amt: r"-/A
psi fg @ 2B Days
Grout Temp: 71
Slump:
Cement Type: N/A Max Agg
16000
; N/A
fufuiglxlds; N,/A
Register Number:000s299 LabLocation: EUGENE
Set
No.
Test @
Davs
D ate
Rec'd
Test
I)ate
Total
Load Area Unit
PSI
cap
Trpe
Tes te d
BY
28 0'7 / 28 /201,8 08 /24 / 2Ar8 12455 4.00 18010
2A 0'/ / 28 / 2A18 08/24/2A78 'tL445 4.00 17860 I{E
711 90Average fg @ 2B days
Distribute attachments Please see rcvcrse side for additional information.
REPORTOF 2x2x2 GRour
Job Number: 81,'701424 - Register Number; 0005299
Project: FITANZ BAKERY EXPANSToN
Date Molded: a] / 21 / 2A1B
CC FRANZ BAXERY _ JACK COPHER
CITY OE SPRINGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY - GREG CLAMP
DAVID EVANS & ASSOC]ATES - STEVEN TARRISON
x
ERANZ BAKERY KIM ARNOLD
]ACK. COPHER@USBAKERY. COM
KIM. ARNOLDGUSBA(ERY. C0l,l
GR EG . CIAI PGTNEAUSTIN . Col,I
SDH@DEAINC. CO,I
Proiect Manager christian McDona ld Reviewed By: Pr.oject Manager cn 0a/28/2a78
Our repofis pertain to the matcrial tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstanccs, the information contained in this report is provided
subject to all tems and conditions oi CTt's General Conditions in elfect at the time this report is prepared. No party other than
those to whom Cl'l has distributed this report shall be entitled to use or rcly upon the information contained in this document-
II997O I IWY 99N EIJGENE (Nt
Asterisked (*) average unit PSI test results did notmeet listed acceptance criteria.
Remarks:
CONCRETE SUPPL]ER: CHOCKEAST GRAY
Carlson Testing, Inc.
Bend Office
Geotechnical Officc
Eugene 0ffice
Sal€m Oflic€
Ti rd Office
(s1r )(s03)
(s4l)
(s0J)
(s03)
330-9155
601-8250
3,{5-0289
5E9-1252
6E{-.1{60
REPORT OF 2Y2X,2 GROUT
Test Methods: ASTM C1019/C10 9 /C10 64
TEST SPECIMENS
Date Molded: a] /21 /2a78
Permit #: B 11- 17 002209-STR
Job Number: EI'l47424 .
Client: FRANZ BAKERY - JACK COPHER
Proj6gf1 FRANZ BAKERY EXPANS ION
Address:2000 NUGGET WAY SPRINGEIELD oR JuTisdiction: SPRINGEIELD
Contractor:
Subcontractor:
GroutSupplier:
Truck #: N/A
Cast By:R. ORCHARD
lsafl f; N,/A Ticket#: N/A
Air Temp. at Sampling Time: 8 4Weather: PARTIALLY CLOUDY Test Time: 1:20 PM
Grout samples cast at the following location:
SHAFFER MIXERS
Total Grout Placement Location:
SHAFFER MIXERS ATIOR BETWEEN H TO H.3 AT 5.4 TO 6.8 APPROXIMATELY
N,/ TStrength Requirement:
[fia ]\um[gv; N,/A
Admix/Amt: u/a
psi fg @ 26 Days
Grout Temp: -l
Slump:
Cement Type: N,/A Max Agg
16000
; N/A
fufiglsvfl5; N/A
Register Number:cac5299 Lab Location: EUGENE
Average flg @ 28 days
Set
No.
Test @
Days
Date
Rec'd
Test
Date
Total
l,oad Area Unit
PSI
cap
Tyoe
Tested
Bv
I f a] / 28 / 2A18 a'7 / 30 / 2018 69685 4 - 00 7'1420
3 01 /28 /2A18 a't / 3a / 2a78 69605 4 - 00 17400 RT
:l a'7 / 28 / 2AtB 01 / 30 / 2A7B 699'7 5 4.00 11 494 R1'
I a1 / 28 / 2A1B 0B/a3/2A18 I4525 4.00 17630 RT
I a] / 28 / 201,8 aB/a3/2A18 'l222 0 4.00 18060
1 a'7 / 28 / 2018 aB/a3/2078 70105 4.00 17530
28 o1 / 28 / 2A7B aB /24 / 2018 70040 4 - 00 17 510 :'14
1'/ 1 9A
RT
I
! Oistribute attachments. Please see reverse side for additional information.
Asterisked (+) average unit PSI test results did not meet Iisted acceptance criteria.
Remarks:
CONCRETE SUPPL]ER: CHOCKEAST GRAY
]ACK.COPHER@USBAKERY.COM
Date Molded: i;/:)'t /2llE
CC ERANZ BAKERY JACK COPHER
CITY OE SPRINGEIELD BUI]-DING DEPARTMENT
THE AUSTIN COMPANY - GREG C]-AMP
DAV]D EVANS & ASSOC]ATES STEVEN HARR]SON
x
ERANZ BAKERY KIM ARNOLD
GREG.CLAIIP@THEAUSTIN. COM
5DH@DEAINC. COIV
KIM.ARNOLD@USBAKERY. Cfi
Project Manager: chr:rstaan McDonaLd Reviewed Bv: Project Manager an aB/28/2a18
Our reports pertain to the material tested/inspected only. Infomation contained herein is not to be reproduced, exccpt in full,
without prior authorization from this office. Under all circumslances. the infonnation contained in this report is provided
subject to ali terms and conditions of CTI's Gencral Conditions in effect at the time this repofi is prepared. No party other than
those to whom CTI has distibuted this report shall be entitled to use or rely upon the infomation contained irl this document.
89970 HWY 99N, EUGENE OR
JobNumber:8L1A1424. RegisterNumber: 0005299
Project: FRANZ BAKERY EXPANS roN
Carlson Testing, Inc.
Bend OIIice
Geotechnical OIlice
Eugene Ofrice
Salem OIfice
Tigard Ofnce
(541) 330-9lss
(s03) 601-8250(s4r) 34s-0289
(503) 5E9-r252
(s03) 6E4-3460
REPORTOF 2x2x2 GRoUT
Test Methods: AsrM cl019 /c109 / ca064
TEST SPECIMENS
Date Molded: 0'] / 2'] / 2ot9
permit #: 811-17-002209-STR
flignf; FRANZ BAKERY - \TACK COPHER
Projssf; FRANZ BAKERY EXPANSION
Address:2000 NUGGET WAy SPRTNGFIELD OR
Contractor:
Subcontractor:Cast Bv:R. ORCHARD
Grout Supplis1; JOB MIX
Truck#: N/A Load #: N/A Ticke#: N/A
Air Temp. at Sampling Time: 84Weather: PARTIAILY CLOIIDY TestTime: 1:20 PM
Grout samples cast at the following location:
SHAFFER MIXERS
Strength Requirement:
Mix Number: N/A
16000 psifg@ 2e Days Slump:N/T
Grout Temp: _ll_ Cement Type: N/A Max Agg: N/A
Register Number:0005299
Average flg @ 28 days
Set
No.
Test @
Davs
Date
Recrd
Test
Date
Total
Load Area Unit
PSI
C"p
Tvoe
Tested
Bv
2A o'i / 28 / 20i-B 08/24/20t8 72055 4.00 18 010 ME
28 o't/28/2oLa oB/24/2oag 71-4 45 4.00 1'7 a6a ME
L7'7 9 0
E Distribute attachments.Please see reverse side for additional information,
Job Number: E1-7 0t424 .
Jurisdiction: SPRINGFIELD
Total Grout Placement Location:
SHAFFER MIXERS ATloR BETWEEN H To H.3 AT 5.4 To 6.8 APPRoXIMATELY.
AdmiVAmt: N/a Cubic Yards: N/A
Lab Locstion: EUGENE
Job Number: Ea7Oa424. R"gister Number: 000qrgg
Project! FRANZ BAKERY EXPANSToN
Asterisked (+) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
CONCRETE SUPPLIER I CHOCKFAST GRAY
IACK. COPHER@U5BAKERY. COl,,l
Date Moldedr o'7 / 2'7 / 2078
TO:
Proiect Manager christian McDonald
FRANZ BAKERY - JACK COPHER
CITY OF SPRTNGFIELD BUILDING DEPARTI4ENT
THE AUSTIN COMPANY . GREG CI.AMP
DAVID EVANS & ASSOCIATES - STEVEN TIARRISON
x
FRANZ BAKERY KlM ARNOLD
GREG. CLAIPGTHEAUSTIN , COII
SDH@OEAINC . COi,!
KrM . aRNo LD@u sBAK ERY . coi.t
Reviewed By: Project Manager on 08/2a/2018
Our reports pertain to the material test€d,/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorizalion from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in ellect at the time this report is prepaxed. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
It997O IIWY 99N ET]CFNE OR
Carlson Testing, Inc.
Bend OIfice
Geotechnical OIfice
Eugene OIIice
Salem Ofrice
Tigard Office
(s41) 330-9rss
(503) 60r-82s0
(s4r) 34s-0289
(s03) s89-r2s2
(503) 684-3460
REPORT OF 2x2x2 GRoUT
Test Methods: ASTM c1019 / cl- a9 / c7o64
TEST SPECIMENS
Date Molded: 07 /27 /20L9
Permit #: 811 1?-002209-sTR
Job Number: EL7 0L424 .
CIiENt: FRANZ BAKERY ' ,]ACK COPHER
Address:2000 NUGGET WAY SPRTNGFIELD OR
Contractor:
Subcontractor:Cast Bv:R. ORCHARD
Grout Suppli€r: JoB Mrx
Truck#: N/A Load #: N/A Ticket#: N/A
Air Temp. at Sampling Time: 84
psi fg @ 28 Days Slump: '"/'
Grout Temp: 71 Cement Type: N/A Max Agg:N/A
Cubic Yards: N/A
Lab Location:EUGENE
Average fg @ 28 days
Weather: PARTIALLY CLOUDY Test Time: 1:20 PM
Grout samples cast at the following location:
ST{AFFER MIXERS
Total Grout Placement Location:
S}aFFER MIXERS AT/oR BETWEEN H To H.3 AT 5.4 To 5.8 APPRoXIMATELY.
Strength Requirement:
Mix Number: N/A
Admix,/Amt: u/a
15000
Register Number:0005299
Set
No.
Test @
Davs
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
cap
Tvoe
Tested
Bv
I 3 07/28/20L8 o'7 /30 / 2Oa8 69645 4.00 L'7 420 RT
3 o'7 / 28 / 2018 o'7 /30 / 2078 59505 4.00 t'7 440
3 0'7/25/20].e o7/30/20L8 699'15 4.00 77 490
'1 0'7/2A/20]-8 o8/03/2018 I4525 4.00 L'7 630
'1 o7/28/2o1e o8/03/20a8 18060 RT
'l 07/28/201e o8/03/201-8 70105 4.00 17530
2B 0'7/2A/2078 o8/24/20L8 ?0040 4.00 17 51- 0 ME
1-7'7 9 0
tr Distribute attachments.Please see reverse side for additional information.
Project: FRANZ BAKERY EXPANSIoN
Jurisdiction: SPRINGFIELD
RT
RT
'72220 4.00
Jot Number: Er1oL424. Register Number: 0005299
Project: nnanz BAKERY ExPANsloN
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Date Molded: 0'7 / 2'7 / 2ore
Remarks:
CONCRETE SUPPLIER:
TO:
CHOCKFAST GRAY
] ACK . COPH ER@USBAKERY . COMFRANZ BAI(ERY - JACK COPHER
CITY OF SPRINGFIELD BUI],DTNG DEPARTMENT
THE AUSTIN COMPANY - GREG CI.AMP
DAVID EVANS & ASSOCIATES - STE!'EN HARRISON
x
FRANZ BAKERY KIM ARNOLD
GREG . CLAI',IP@TH EAU STIN , COI{
SDH@OEAINC. COM
KIM . ARNOLD@USBAKE RY . COM
Project Manager christian McDonald Reviewed By: Project Manager ol 08/28/2u-B
Our reports pefiain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this o{fice. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N. EUGENE OR
Carlson Testing, Inc.
Bend Office
Geotcchnical OIfice
Eugene OfIicc
Salem Office
Tisard Ollice
(s{l)
(s03)(s{l)
(501)
(s03)
130-9155
60t-8250
3{5-0289
589-1252
68,1-3,160
RIPORT OF , X,)X. ,PO
Test Methods: ASTM C1019/C109 / CIA64 / C743
TEST SPECIM ENS
Date Molded: A1 /7't /2a78 Job Number: EL1A1424.
Permit #: B 11- 17 - 0 022 0 9 - STR
Client: FRANZ BAKERY ' JACK COPHER
P roject: FRANZ BAKERY EXPANS ION
Address:2000 NUGGET wAY SPRINGFIELD oR JuTisdiction: SPR I NGEIELD
Contractor:
Subcontractor:
GroutSupplier:
Truck#: N/A
Cast By:R. ORCHARD
Weather: PARTIALLY CLOUDY Test Time: 1 : 00 PM
Grout samples cast at the following location:
EERMENTATION ROOM EQUTPMENT TRACK TROUGH AT SOUTHEAST
Total Grout Placement Location:
FER},IENTATION ROOM EQUIPMENT TRACK TROUGH
Ticket#: N,/A
Air Temp. at Sampling Time: 8 4
l63d f ; N,zA
8-10"Strength Requirement:
l\{i1 }\um[s1; N,/A
Admix,/Amt: n/e
PSi fg @ 28 Days
Grout Temp: 7 3
Slump:
C€ment Type: r r Max Agg : SAND
f u[i6fa1ds; N,/A
Register Number:Lab Location: EUGENE
Set
No.
Test @)
Days
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
Cap
Tvne
Tes te d
BY
28 a1 / 7B / 2A7B 0B/14/2018 38975 4 - 00 9'144 1,1E
28 a'7/1,8/2A18 aB/),4/2A78 39330 4 - 00 9830 l,1E
Average fg @ 28 days
0005290
DAYTON SUPER]OR
I I
I I
I
I
! Oi.t.ibut. attachments. Please see reverse side for additional information.
Job Number: E1?O1424 - Register Number; 0005290
Project: FRANZ BAKERY EXPANS IoN
Asterisked (+) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
]ACK. COPHERI.AUSBAKERY. COiI
Date Molded: a1 /71 /2aLB
CC FRANZ BAKERY _ JACK COPHER
CITY OF SPRINGFIELD BUIIDING DEPARTMENT
THE AUSTIN COMPANY . GREG CLAI,IP
DAVID EVANS & ASSOCIATES _ STEVEN HARRISON
x
ERANZ BAKERY _ KIM ARNOLD
GREG. CLAI'IP@THEAUSTIN. Col'I
SDH@DEAIN C . CCI,I
KIM. ARNOLDGI]SBAKERY, Cd!
Proiect Manager christian McDonal 'l Reviewed By: Project Manager on 08/15,/2C18
Our reports pertain to the material tcsted/inspectcd only. Infbrmation contained herein is not to be reproduced. except in full.
lvithout prior authorization from this office. Undcr all circlrmstances. thc information contained in this report is provided
subject to all terms and conditions ol'CIl's General Conditions in cffecl at the time this report is prepared. No part) other than
those to whom C'l'l has distributed this report shall be entitled to use or rely upon the infbrmation contained in this document.
89970 HWY 99N, EUGENE OR
Carlson Testing, Inc.
Bend Office
Geotechnical OIfic€
Eugene oflice
Salem Omce
Tigrrd OIfice
(s.l l )(s03)
(s.ll )(s03)
(s03)
330-9r55
601-ri250lt5 0289
589-t 252
68.1-l{60
REPORT OF 2x2x2 cRour
Test Methods: ASrM C1019 /C 10 9 / CtA64 / c743
TEST SPECIMENS
Date Molded: A1 / 71 / 2a18
Permit #: B 11- 17 -0 0 2 2 0 9- STR
Job Number: E7147424 -
Client: FRANZ BAKERY - JACK COPHER
Project: FRANZ BAKERY EXPANS ION
{fldygss;2000 NUGGET WAY SPRINGFIELD OR
Contractor:
Jurisdiction: SPRINGETELD
Subcontractor:ICN Cast Bv:R. ORCHARD
GroutSupplier: DAYTON SUPERI OR
Truck #: N/A lssd ff; N /4.
Weather: PARTIALLY CLOUDY Test Time: 1:00 PM
Grout samples cast at the following location:
TERMENTATION ROOM EQUIPMENT TRACK TROUGH AT SOUTI]EAST
Total Grout Placement Location:
EERMENTATION ROOM EQUIPMENT TRACK TROUGH
Ticket#: N,/A
Air Temp. at Sampling Time: Ba
B-10"Strength Requirement:
Mix Number: N/A
psi fg @ 28 l)ays
Grout Temp: ,'3
Slump:
Cement Type: rr Max Agg
Admix/Amt: N/A
Register Number:0005290 Lab Location: iUGENE
Average fg @ 2B days
4000
: SAND
CubicYards: N,/A
Set
No.
Test @
Days
Date
Rcc'd
Test
D ate
Total
[,oad Area tln it
PSI
cap
Tvoe
Tested
BY
1 a'7 / 1,8 / 2018 a] / 20 / 2A1B 2813s 4.00 718 0 RT
3 a] /tB / 2A7B a] /20 / 2ArB 294'14 4.00 1 3'7 A R1'
a'/ / LB / 2A1B a'7 /20 /2AtB 29 314 7330 RT
01 /r8 /2A\8 a] /24/2A18 32975 4.00 8234
01 / 18 / 2At8 01 /24 / 2A18 34'7 4A 4.00 3690
01 / 78 /2A!8 o'7 /24/2A18 3 4)-24 4.00 8530
2'A o'7 /L8 /2018 aB/r4/2A18 4C450 4.00 1 0110 l"t a
I)istribute atlachments.Please see reyerse side for additional information.
MEI
4.00
I
I gego
Job Number: L7141424. Register Number; 0C05290
Project: ERANZ BAKERY EXPANS roN
Date Molded: a1 / 7't / 2078
CC:FRANZ BAKERY ' JACK COPHER
CITY OF SPR]NGEIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY _ GREG CLAI,IP
DAVID EVANS & ASSOCIATES - STEVEN I]ARRISON
x
FRANZ BAKERY _ K]M ARNOLD
G REG .
'LAJV
PGTH EALJ 5TI N . COfi
SDHGDEAINC. COO
KIM. ARNOLD@USBAKERY. COTI
Proiect Manager Chr:istian McDona ld Reviewed By: Pr:oject Manager at a8/I5/2a78
Our reports pertain to the material tested/inspected o[ly. lnformation contained hcrein is not to be reproduced. cxccpt in l'ull,without prior authorization from this office. Undcr all circumstanccs. thc information contained in this repot is provided
subject to all terms and conditions of CTI's General Conditions in efl'ect at the time this repod is preparcd. No party other than
those to \\,hom CTI has distributed this report shall be entitled lo usc or rely upon the information contained in this document.
89970 HWY 99N, EUGENE OR
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
JACK.COPHERGUSBAKERY. COM
Carlson Testing, Inc.
Betrd Offce
Geotechdcal Olfice
Eugene Office
Salem OfEce
Tig&rd Office
(54r) 330-91ss
(s03) 60r-E250
(541) 345-0289
(s03) s89-12s2
(s03) 684-3460
RFPORTOF 2x2x2 GRoUT
Test Methods: ASTM c1019 / cr a9 / cto64
TEST SPECIMENS
Date Molded: o7 / 23 / 20L8
permit #: 811- 17 - 0 022 09 -sTR
(lis1f; FRANZ BAKERY - .]ACK COPHER
AddTESS:2OOO NUGGET WAY SPRINGFIELD OR
Contractor:
.Iurisdiction: SPRINGFIELD
Subcontractor:DORMAN CONSTRUCTION Cast By:C. MCDONALD
Grout Supplier . DAYTON SUPERIOR
Truck#: N/A Load #: N/A Ticket#: N/A
Air Temp. at Sampling Time: 76Weather: INsIDE Test Time: 11 :4 7 AM
Grout samples cast at the following location:
SOIITH END OF FERMENTATION TRACK AT GRID],INES H.3 TO H.7 AT 5.9.
Total Grout Placement Location:
FERMENTAT]ON TRACK AT GRID],INES H.3 TO H.7 AT 5.9.
Strength Requirement:4000 psifg@_lDays Slump:N/T
Mix Numher: SEE REMARKS
Admix/Amt: N/A Cubic Yards: N/A
Register Number:0045294 Lab Location. EUGENE
Averagefg@ 28 days
Set
No.
Test @
Davs
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
cap
Tvpe
Tested
By
28 0'7 / 24 / 2018 oe/20/201-B 44'7 55 4.01 1115 0 RT
2a o'7 / 24 / 201-B 08/zo/zo1-B 45120 4 .0!11250
L72'7 0
I
IIIII
Job Number: E170L424 .
Project: FRANZ BAKERY EXPANS IoN
Grout Temp: _ll Cement Type: N/A Max Agg: N/e
RT[-T---L f----r----
E Distribute attachments. Please see reverse side for additional information.
JobNumber: EL'7 0L424 - Register Numbel; 0005294
Project: FRANZ BAKERY ExPANsloN
Asterisked (+) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
MIX NUMBER: DAYTON SUPERIOR SURE GRIP HIGH PERFORMANCE GROUT
]ACK. COPHERGUSBAKERY. COM
Date Molded: 07 / 23 /20L8
TO:
FRANZ BAKERY - JACK COPHER
CITY OF SPRINGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY - GREG CLAMP
DAVID EVANS & ASSOCIA?ES . STEIIEN IIARRISON
x
FRANZ BAKXRY - KfM ARNOLD
GREG. CLAMP@THEAUSTIN . COl,4
SDH@DEAINC.COM
KII',! . ARNOLD@US BAK ERY. COi4
Proiect Managep christlan McDonald Reviewed By: Project Manager orL o8/2L/2018
Our reports pertain to the material tested,/inspected only. lnformatiol contained herein is not to be reproduced, except in firll,
without prior authorization from this office. Under al1 circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N. F]TJGENE OR
Carlson Testing, Inc.
Bend OIfice
Geotechnicrl OIIice
Eugene Oflice
Salem Office
Tigard Office
(s4l) 330-9rss
(s03) 601-8250(s4l) 34s-0289
(s03) s89-12s2
(s03) 684-3460
REPORT OF 2x2x2 GRour
Test Methods: ASTM C1O 19,/ C109 / Cla 64
TEST SPECIMENS
Date Molded: a') / 23 / 2oaB
permit #: 811-1?-002209-STR
CIiENt: FRANZ BAKERY - JACK COPHER
AddTCSS:2OOO NUGGET I4AY SPRTNGFIELD OR
Contractor:
Jurisdiction: SPRINGFIELD
Subcontractor:DORMAN CONSTRUCTION Cast Bv:C. MCDONAI,D
Grout Supplier . DAYTON SUPERIOR
Truck #: N/A Load #: N/A Ticke#: N/A
Weather: INSIDE Test Time: 11:47 AM Air Temp. at Sampling Time: 16
Grout samples cast at the following location:
SOI]:IH END OF FERMENTATION TRACK AT GRIDLINES H.3 TO H.7 AT 5.9.
Total Grout Placement Location:
FERMENTATION TRACK AT GRIDLINES H.3 TO H.7 AT 5.9.
Strength Requirement:4000 psifg@ 2e Days Slump: N/r
Mix Number: sEE REMARKS Grout Temp: __!l Cement Type: N/A Max Agg : N/A
Admix/Amt: ll/a Cubic Yards: N/A
Register Number:oo05294 Lab Location:EUGENE
Average fg @ 28 days
Test @
Davs Area Unit
PSI
Cap
Tvoe
Tested
Bv
Set
No.
Date
Rec'd
Test
Date
Total
Load
MEI3o7/24/20L8 o7/26/20L8 33935 4.00 s480
3 07/24/207e o7/26/20L8 33915 4.00 8480 ME
4.00 8480 ME3o7 / 24 / 2o'J-S o7/26/20t8 33920
'1 01 / 24 / 2ote o7 /30 / 2Ot8 3891s 4.00 9730 RT
RT'1 0'7/24/201A 01/30 / 2OtS 37940 4.00 9490
RT'7 o7/24/20L8 oi/30/2oi-B 40105 4.00 10030
2A o7/24/2078 o8/20/2018 456'7 0 4.01 113 90
Lr2'7 a
I
tr Distribute attachments.Please see reverse side for additional information.
Job Number E1701424.
Project: FRANZ BAKERY ExPANsloN
Job Number: Ea'7Oa424. Register Number: 000s294
Project: FRANZ BAKERY EXPANSIoN
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria
Remarks:
MIX NUMBER: DAYTON SUPERIOR SURE GRIP HIGH PERFORMANCE GROUT
]ACK. COPHER@USBAKERY.COM
Date Molded: o7 / 23 /2ore
TO:
FRANZ BAXERY .]ACK COPI{ER
CITY OF SPRINGFIELD BUILDING DEPARTMENT
THE AUSTTN COMPANY GREG CI,AMP
DAVTD EVANS & ASSOCIATES - STEIGN HARRISON
x
FRANZ BA{ERY - KIM ARNOI.D
GREG.CLAMP@THEAUSTIN.Cfi
SDHGDEAINC.COM
KIM. ARNOLD@U5BA(ERY, Coiit
Proiect Manager christian McDonald Reviewed By: Praject Manager orr 08/2)-/2018
Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this oflice. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in eflect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 I{WY 99N. EUGENE OR
Carlson Testing, fnc.
Bend Ornce
Geotechnicil Oflice
Eugene Ofrice
Salem Ollice
Tigard OItrce
(54r) 330-9155
(s03) 601-82s0(s4r) 34s-0289
(503) 589-12s2
(s03) 6E4-3460
REPORT Oli 2x2x2 GRoUT TEST SPECIMENS
Test Methods:
Date Molded:
ASTM c1 019,/c1 09 / c1o 64 / cr43
01 /a7 / 2018
Permit #: 811-17-002209-STR
Job Number: E77 07424 .
f,IigNt; FRANZ BAKERY . JACK COPHER
Projssf; FRANZ BAKERY EXPANSION
AddTESS:2OOO NUGGET WAY SPRINGFIEI,D OR
Contractor:
Jurisdiction: SPRINGFIELD
Subcontractor:DORMAN CONSTRUCTION Cast By:R. ORCHARD
Grout Supplie1; DAYTON SUPERIOR
Truck#: N/A Load #: N/A
Weather: PARTIALLY CLOTIDY Test Time: 1:00 PM
Grout samples cast at the following location:
FERMENTATION ROOM EQUIPMENT TRACK TROUGH AT SOUTHEAST
Total Grout Placement Location:
FERMENTATION ROOM EQUIPMENT TRACK TROUGH
Strength Requirement:
Mix Number: N/A
4000 psiflg@ 28 Days Slump:
Grout Temp: _l!_ Cement Type: r r Max Agg. SAND
Admix,/Amt: N/A
Register Number:0005290 Lab Location:EUGENE
Average fg @ 28 days
Ticket#: N/A
Air Temp. at Sampling Time: B4
8-10n
Set
No,
Test @Davs
Date
Rec'd
Total
Load Area Unit
PSI
cap
Tvoe
Tested
Bv
Test
Date
2a 07/].8/2018 08/a4/20L8 38975 4.00 9',7 40 ME
2A 0'7 /18 / 2Oa8 08/14/20a8 39330 4.00 9S30
9890
IIIIIIIIII
I
Cubic Yards: N/a
t
tt
=
E Dist bute attachments. Please see reverse side for additional information.
Job Number: EL7oL424. Register Number: 000s290
Project: FRANZ BAKERY ExPANsroN
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria
Remarks
JACK. COPHER@USBAKERY. COI4
Date Molded: a'7 / 1'7 / 2ot8
TO
I'RANZ BAKERY - ,fACK COPHER
CITY OF SPRINGFIEI,D BUILDING DEPARTMENT
THE AUSTIN COMPANY . GREG CI,AMP
DAVID EVANS & ASSOCIATES - STEVEN IIARRISON
x
FRANZ BAKERY - KIM ARNOLD
GREG. CLAI{PGTHEAUSTIN. COI'I
SDHODEAINC.COiI
KIM . ARNOLD@U5 BAK ERY . CON.I
Project Manager christian McDonald Reviewed By: Project Manager on a8/L5/20a8
Our reports pertain to the matedal tested/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
899?0 HWY 99N, EUGENE OR
Carlson Testing, Inc.
Betrd Office
Geotechnical Office
Eugene Office
Salem Office
Tieard Office
(541) 330-91ss
(s03) 60r-8250
(s41) 34s-0289
(503) 589-1252
(s03) 684-3460
RFPORTOF 2X2X2 GRO(rr TEST SPECIMENS
Test Methods:
Date Molded:
AsrM c1019/c109 / c1,064 / cr43
01/77 /20L8
permit #: 811-17- 002209-STR
Job Number: 877 0L424 .
(lisaf; FRANZ BAKERY - ,]ACK CoPHER
AddTESS:2OOO NUGGET WAY SPRINGFIEIJD OR
Contractor:
Subcontractor:
Grout Supplier:
Truck#: N/A
DORMAN CONSTRUCTION Cast By:
DAYTON SI]PERTOR
Load #: N/A Ticket#: N/A
Weather: PARTIAf,LY CLOITDY Test Time: 1:00 PM Air Temp. at Sampling Time: 84
Total Grout Placement Location:
FERMENTATION ROOM EQUIPMENT TRACK TROUGH
Strength Requirement:
Mix Number: N/A
4000 psifg@ 28 Days Slr-p, 8-10"
Grout Temp: 73 Cement Type: rr Max Agg:SAND
Cubic Yards: N/AAdmir/Amt: N/a
Register Number:Lab Location:EUGENE
Average fg @ 28 days
Set
No.
Test @Davs
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
Cap
Tvoe
Tested
BY
I 3 o'i /)-B/2u-B o7/20/201s 2A'7 35 4.00 718 0
3 o'7/ta/20L8 o7 /20 /2oa*29470 4.00 7374
3 0'7/r8/2078 o7/20/201-8 29370 4.00 7330 RT
ME'7 o7/78/2078 o7/24/207s 4.00 s23A
7 a'7/L8/201e oi/24/2ols 34'.7 40 4.00 8690 ME
ME7o'7 / Le / 20L8 o7 / 24 / 2Oa8 34L20 4.00 853 0
28 0'1 /18 /20]-8 oe/)-4 /2078 40450 4.00 10110 ME
9890
IIIIII
E Distribute attachments.Please see reverse side for additional information.
Project: FRANZ BAKERY EXPANSIoN
Jurisdiction: SPRINGFIELD
R. ORCHARD
Grout samples cast at the following location:
FERMENTATION ROOM EQUIPMENT TRACK TROUGH AT SOTITHEAST
000s290
32975
Job Number: EL]Ot424. Register Number: 000s2e0
Project: FRANZ BAKERY ExPANsroN
Asterisked (+) average unit PSI test results did not meet listed acceptance criteria
Remarks:
]ACK. COPHER@USBAKERY. COII.I
Date Molded: o7 / L7 / 2oLa
TO
Project Manager christian McDonald
FRANZ BAXERY - JACK COPI]ER
Clfi OF SPRTNGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY - GREG CI,AMP
DAVID EVANS & ASSOCIATES - STEVEN I{ARRISON
x
FRANZ BAKERY - KIM ARNOLD
GR EG . CL'JIP@TH EAUSTIN . CO.I
SDH@DEAINC.COiI
KIM. ARNOLDGUSAAKERY. COM
Reviewed By: Project Manager on oa/L5/2oLa
Our reports pertain to the material tested,/inspected only. Information contained herein is not to be reproduced, except in fuIl,
without prior authorization from this office. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N. EUGENE OR
Carlson Testing, Inc.
Bend OIIice
Geotcchni.al C)ffice
Eugene OIficc
Salem OfIicel igard OIfice
(s]l) 330-9155
(503) 60r -E250(slr ) 3,t5-0289
(s03) s89-12s2
(s03) 68,1-3,160
RXPORT OF 2Y.2/.2 GROJT
Test Methods: ASTM C1019,/C109lC10 64
TEST SPT.]CIMENS
Date Molded: a] /23/2AtB Job Number: 8I1A7424.
Permit #: 811- 17 - 0 022 0 9 -SrR
CIiENt: FRANZ BAKERY _ JACK COPHER
Proj ect: ERANZ BAKERY EXPANS ION
{fld1g55;2000 NUGGET WAY SPRINGEIELD OR
Contractor:
JuTisdiction: S PRINGF I ELD
Subcontractor:
GroutSupplier:
Truck #: N/A
Cast Bv:
DAYTON SUPERI OR
1,63d $; N,rA Ticket#: N/A
Air Temp. at Sampling Time: 7 6Weather: rNs,la Test Time: 11:47 AM
Grout samples cast at the following location:
SOUTH END OE FERI4ENTATION TRACK AT GRIDLINES H.3 TO H.7 AT 5.9.
Total Grout Placement Location:
EERMENTAT]ON TRACK AT GRIDLINES H.3 TO H.7 AT 5.9
N/TStrength Requirement:4000
Nlil ft[um[s1; SEE REIIARKS
Admbtu/Amt: \/A
psi fg @ 28 Days
Grout Temp: B 4
Slump:
Cement Type: N,/A Max Agg; N/A
Cubic Yards: N/A
Register Number: 0005294 Lab Location:
Average fg @ 28 days
EUGENE
Set
No.
Test @
Days
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
Cap
Tvpe
Tested
Bv
J a'7 /24 /2A18 01 /26/2A18 3393s 4 .00 8480
a] /24/2A"8 0'/ /26/2A18 33915 4.00 B4BO ME
a] /24 /2Ar8 o1 / 26 / 2A78 33924 4.00 8480 YE
a1 / 24 / 2078 o'7/3A/2018 38915 4.00 9730 RT
,.1 a] / 24 / 2078 a'7 / 3A / 2078 31944 4.00 949A RT
1 a'7 / 24 / 2A1B a] / 3A / 20].8 40105 4.00 10030 RT
0'7 /24 /2A18 aa/20/2a78 RT
17214
Distribute attachments Pleasc see reverse side for additional information.
l
3
I
45era I o.o, | ,rrro I
Job Number: El]Al424. Register Number: 0005294
Project: FP.ANZ BAKERY EXPANS I oN
Asterisked (+) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
MIX NUMBER: DAYTON SUPERIOR SURE GRIP HIGH PEREORMANCE GROUT
CC:]ACK, COPHEROUSAAKERY. COMERANZ BAXERY _ JACK COPI]ER
CITY OE SPRINGFIELD BUILD]NG DEPARTMENT
THE AUSTIN COMPANY CREC CLAI'IP
DAVID EVANS & ASSOCIATES _ STEVEN HARRISON
x
EBANZ BAKERY - KIM ARNOLD
Date Molded: at / 23 / 2018
GR EG - CLAII P(aTH FAI]STTN ,
'OI,,!
SDH@OEAINC, C0ii4
KIM, ARNOLDISUSAAKERY. COIY
Project Manager: christian McDonaf d Reviewed By: Project Manager ao a8/2L/2A18
Our reports pertain to the material tested,/inspected only. Information contained herein is not to be reproduced, except in full,
without prior authorizatiol from this oIllce. Under all circumstances, the information contained in this rcport is provided
subject to all tems and conditions of CTI'S General Conditions in effect at the time this report is prepared. No party other than
those to lvhom CTI has distributed this report shall be entitlcd to use or rel)' upon the information contained in this document.
89970 HWY 99N I]IJGENE OI{
Carlson Testing, Inc.
Bend Omce(lcotechnical (Xfice
FlugeDe Office
Sxlem OIfice
Tigard Ollicc
(sll )(s03)
(s,ll )(503)
(s03)
Jl0-91s5
601-8250
3,15-0289
5E9-1252
684-3460
REPORT Opt 2x2x2 GRour
Test Methods: ASrM C1019/C10 9/C10 64
TEST SPECIMENS
Date Molded: a] /23/2a78 Job Number: 81.141424
Permit #: B 11- 17 - 0 02 2 0 9 -STR
Client: FRANZ BAKERY - JACK COPHER
Proj
Reg
ect: ERANZ BAKERY EXPANSION
Address:2000 NUGGET WAY SPRINGFIEL) OR
Contractor:
JuTiSdiction: S PRINGE IELD
GroutSupp
DORMAN
'ONSTR']'Cast By:C. MCDONALD
ligy; DAYTON SUPERIOR
Truck #: N,/A lsad fl; N/A
Test Time: 11:47 AI"l
Grout samples cast at the following location:
SOUTH END OE FERMENTATION TRACK AT GRIDLINES H.3 TO H.7 AT 5.9.
Ticket#: N/A
Air Temp. at Sampling Time: i 6
N,/ TStrength liequirement:1000
[,[ia ]\um[91; SEE REIIARKS
AdmirAmt: N-/A
psi fg@ 28 Days
Grout Temp: I4
Slump:
Cement Typ€: N,/A Max Agg; N,/A
CubicYards: N/A
ister Number: 0005291 la[ [,6sxfi6a; EUGENE
Set
No.
Test @Days
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
Cap
Tvne
Tes ted
Bv
28 a] / 24 / 2At8 08/2a/201,8 44755 4.01 1116 0 RT
28 a'7 /24 /20i8 oB /2A /2078 45L24 4.01 RT
Average fg @ 28 days
Distribute atlachments.Please see reverse side for additional information.
Subc0ntrllctor:
Weather: INS IDE
Total Grout Placement Locatiotr:
EER]"IENTATION TRACK AT GRIDLINES H.3 TO H.7 AT 5.9.
I
I
I
772't A
Job Number: E1'101424. Register Number: 0005294
Project: FRANZ BAKERY EXPANSIoN
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
MIX NUMBER: DAYTON SUPERIOR SURE GRIP HIGH PERFORMANCE GROUT
CC ]ACK. COPHER@USBAKERY. COT.'EAANZ BAKERY - JACK COPHER
CITY OE SPR]NGFIELD BUILDING DEPARTMENT
TIIE AUSTIN COMPANY - GREG CLAMP
DAVID EVANS & ASSOCIATES - STEVEN HARRISON
x
ERANZ BAKERY - K]M ARNO]-D
Date Molded: A'7 / 23 / 2A1B
GREG . CLAI4 PGTH EAU STI N . CON,I
sDH@DEAINC. CCI'I
KIM. ARNOLO.AUSBAKERY. Colil
Project Manager christian McDona r 'l Reviewed By: Project Manager on 0B/2f/2018
Our reports pertain to the mate al testcd-/inspected only. Inlormation contained hcrein is not to be reproduced, cxcept in full.without prior authorization from this office. Under all circumstances, the infomation contained in this report is provided
subject to all terms and conditions of CTI'S General Conditions in effect at the time this report is prepared. No party other than
those to whom CTI has distributed this report shall be entitled to use or rely upon the intbrmation containcd in this document.
89970IIfiry 99N. EUGENE OR