HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2018-07-17Carlson Testing, Inc.
Bend Oflice
Geotechnical Ofrice
Eugene Ofiice
Salem Office
Tigard Office
(s41) 330-9r55
(s03) 60r-8250
(541) 34s-0289
(s03) sE9-r2s2
(503) 684-3460
Daily Report of Reinforced Concrete
FRANZ BAKERY . JACK COPHER
Project:FRANZ BAIGRY EXPANSION
466ys5s. 2000 NUGGET wAy SPRINGFIELD OR
CTI Job #:
Jurisdiction:
CTI representative &iBeuA8q oBoA 951
was on site this date (Iu1. 17 2 018
Permit LAND & DRAINAGE ALTERATION I 11 - 1? - 0 0 0116 - PW
DFS #(s)PO Number:1011710 0 917 0lJC
3. Work included: E
4. Inspection was'IBC'
SCOPE OF INSPECTION
1. Checked in with superintendent o, client representative.
I{smq JUSTrN
Company DORMAN CONSTRUCTION
2. Type ofwork: I Concrete Reinforcing
InspectionSampling
tr Continuous Periodic
Yes No N/A
Description ofstructure inspected [to include grid lines,
elevations (floors) and drawing details]:
CONCRETE
l. Mix Design approved? [ ves E No ! Nle
2. Monitored loads arriving atjob site for corect:
Mix#2435N87F09
Slump Air sEE NOTES
3. Type ofsamples made?4XSCONCRETECYLTNDERS
Number of sets Samples per set
5. Work performed: I ln the field ! At precast shop
REINFORCING
4. Inspected placing and consolidation ofapprox
cubic yards of concrete.
Location ofconcrete placement lto include grid lines, €l€vations
(floors) and drawing detailsl:
SEE REINFORCING DESCRIPTION
Ater samples are tested, results will follow on break r€port.
REPORT SI]MMARY
l. Work inspected was: I Completed ! Inprogress
2. Completed work inspected was in compliance with
I Approved plans and specificatioDs I Shop drawings
RI.I tr Submittal ! Nre
Document #(s)
3. Noncompliance item(s) were noted this date, details on
following page(s). ! Ves No N/A
Design change
SEE NOTES Dated: sEE NorES
NO REINFORCEMENT. CONCRETE FOR CURB AND GUTTER 4. Noncompliance item(s) were reinspected this date, details
ON SOUTH BOUND SIDE OF NUGGETT WAY BETWEEN NORTH on following page(s)Yes No tr
AND SOEIH ACCES Conform ! Remain in progress
Report(s) findings were discussed and left with
.,USTIN
of DORMAN coNsrRucrroN
Based on the Code, approval is required from the Building Official before the SPECIAL INSPECTED items noted above can
be covered. Carlson Testing has no authority to direct work ofconractors or subcontractors.
! See additional report page(s). E Distribute attachments. Page .L of
1. Reviewed previous inspection reports?x
2. Forms clear ofdcbris?x
3. Type, grade, size, quantity, spacing and
condition conform?x
x
4. Verified forms will nominally result in
hardened concrete ofthe required
cross-sectional dimensions.
x5. Verified location ofreinforcing steel, pipes,
conduits and sleeves with respect to
minimum concrete cover.
x6. Verified type and location ofsplices, length
of contact laps, and min. diameter ofbends.
7. Verified support & anchorage of reinforcing
steel in the forms.x
8. Verified structural embedments in the forms
with regard to fabrication, quality and O?e.x
x
9. Verified structrual embedments in the forms
with regard to weld inspection, quantity, and
permits issued.
10. Verified cast in place anchors.
IIII
TIIIII
IIIIII
TI
N/A
2
Client:
E7707424 .
SPRlNGFTELD
to perform Special Inspection for:
SEE NOTES
Project:FRANZ BAKERY EXPANSION
For: o7 / 1,'7 /2otg
Notes:
SLUMP: 3. TO 5" (3X')
t AIR: 3.5t TO 5.st (4.5?)
DOCT]MENT# (S) : DAVID EVANS & ASSOCIATES DRAWINGS DATED 01,/08,/2018.
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 fiom 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.
If there 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: 07 /1812018
]ACK. COPHER@USBAKERY. COMFRANZ BAKERY . .]ACK COPHER
CfTY OF SPRINGFIEID BUILD]NG DEPARTI,IENT
THE AUSTIN COMPANY - GREG CI.AMP
DAVID EVAI\IS & ASSOCIATES - STEVEN HARRISON
x
FRANZ BAXERY - KIM ARNOLD
Page 2 of L
TOI
89970 IIWY 99N. EUGENE OR
kIM. ARNOLD@USBAKERY. COr,i
Daily Report of Reinforced Concrete
cTI Job #: E170r.424.
GREG . CLAI'PGTH EAUSTIN . COM
SDH@DEAINC . COII
Carlson Testing, Inc.
Bend Olfice
Geotechnical Oflice
Eugene Office
Salem OI[ce
Tiserd Office
(s{l)
(s03)
(s.l l )(s03)
(503)
330-9155
601-8250
31s-0289
589-1252
68{-.1{60
REPORT OF ,1 X B CONCRETE ']YLINDRICAL TESTSPECIMENS
Test Methods:as,aM c1Q / c112 /C1 64 /Cl38 /(]31 /C143/C2i1 /C1211
Date Molded: AB / A3 / 2a7B Date Received: AA/A4/2ALB Job Number:E-t f 0t 4 4.
Permit#: LAND & DRAINAGE ALTERATION 811-17-000116-pW
Client: FRANZ BAKERY _ JACK COPHER
Proj ect: PRANZ BAKERY EXPANS ION
Address:2000 NUGGET wAY SPRINGFIELD OR Jurisdiction: s PRTNGET ELD
Contractor:
Subcontractor:
Concrete Supp
Cast By:
lier. KNIFE RIVER (EUGENE )
Truck #: 41807
Weather: CLEAR
Cylinders were cast for the following locations:
Load #: -Ticket#: B0027BB1
Test Time: 11:30 AM Air Temp. at Sampling Time: : o
SOUTH ENTRY APRON AT iiEST MOST PANEL
Total Concrete Placement Location:
SOUTH ENTRY ADA SIDEWALK NORTH SECTION, APRON EAST PANEL, WESTERN MOST APRON
PANFT,
Strength Requirement: 3500 psi fc@ 28 Days Slump:
Mix Number: 45N87009 Concrete Temp: I'i
4. C0""h Air:.
3/ 4"
5.5t
Max Agg:
Admix/Amt: !iRDA64 (3?6 OZ.), ArR 142 OZ.) AND RECOVER (300 OZ-)
EUGENE
CubicYards: SEE REMARKS
Low '12
Average fc @ 28 days
Set
No.
Test @Days
Test
Da te
lirtal
Load
Avg
Diameter Area t.rnitPSI Type Of
Fracture
cap
Tyoe
Tested
Bv
'3 aB/a6/2A78 55885 4.00 72 .56 4450 2 PAD 60
aB/aB/2A78 63450 4.00 72 .56 5050 3 PAD 60 MN
0B/|a/2AtB 637 65 4.00 72-56 5080 PAD 60 ME
28 a8/37/2A18 84875 4.00 72 .56 61 6A PAD 60 I,.1t
28 a8/37/2A18 84070 4.00 72 .56 6 694 3 PAD 60 ME
2B 0B/31/2078 B 1155 4.00 L2 .56 6164 PAD 60
6640
Please see reyerse side for additional information.
R. ORCHARD
Registerf{sp[s1; 00005314 LabLocation:
I I
f Dist.ibut" attachments.
Job Number: EIl A7424 . Register Number: 0 0 0 0 5:l 14
Project: F'RANZ BAKERY EXPANS ToN
< I in.125 nrnrl
Date Molded: AB / A3 / 2a7B
Type 3
Colurnnar vertical cracking
through both ends. no
well-formedcones
Type 1
Reasonable well-formed
cones on both ends- less
than I in- [25 mm]of
cracking through caps
Type 4
D iagonal ftacture with
no crackirg through
endsi tap with hammer to
distinguish from Type I
*+* Departure from ASTM C3 [ standard
Remarks:
CUBIC YARDS: 10.75 OE 21.50
CC:
Type 2
well-Formedconeonone
end.ve icalcmcksrunning
through caps, no weil-defined
cone on other end
Type 5
Side lractures at top or
boftom (occurcommonly
with unbonded caps)
Type 6
Similarto Type 5 but
end of cylinder is pointed
FRANZ BAKERY _ JACK COPHER
CITY OE SPRINGEIELD BUILDING DEPARTMENT
THE AUSTTN COMPANY - CREC CLAMP
DAVID EVANS & ASSOCIATES STEVEN TARRISON
x
FRANT BAKFRY _ XTM ARNOT,D
IA'K,'OPHFROI]SRAKFRY,'OM
GR EG . CLATi POTHEAUSTIN - Coi,l
SDH@DEAINC . 'O{
KIM, ARNOLDOUSBAKERY. COI'
Project Manager christian McDona ld Reviewed By: Project Manager an 09/a1 /2a18
Our reports pertain to the material tested./inspected only. lnfomation 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 entitlcd to use or rely upon the information contained in this document.
89970 HWY 99N, EUGENE OR
ffit
[l
Carlson Testing, Inc.
Bcnd office()eolechnical Office
liugene Officc
Salem OfIice'l igard Offic€
(s{l)
(s03)(s{l)
(s0J)
(s0r)
.t30-9155
601-8250
3,t5-0289
589-r 252
68,1-t{60
REPORT OF 4XB CONCRETE CYL]NDR]CAL TESTSPECIMENS
Test Mcthods:A.srM c39 /c7'121C--A61/ CL3B 1C3L/e1L31C237 /C1237
Date Molded: CB / 01 / 20\8 Date Received:a8/02/2A7a
Permit#: LAND & DRAINAGE ALTERATION 811-17-000116-Pw
Job Number:8L1Q7424_
Client: FRANZ BAKERY - JACK COPHER
l'roject: ERANZ BAKERY EXPANS ION
Address:2000 NUGGET !{AY SPRINGFIELD OR Jurisdiction: s PF.TNGET ELD
Contractor:
Subcontractor:
Concrete Supp
Cast By:R. ORCHARD
IieT. K-NIEE RIVER (EUGENE )
Jmsk fl; 41804 Load #: 2
Weather: CLEAR Test Time: 1 : 50 PM
Cylinders were cast for the folbwing locations:
SCUTH ENTRANCE APRON AT NORTHEAST SECT]ON
Total Concrete Placement Location:
SOUTH ENTRANCE APRON
Strength Requirement: l)00 psi fc@ 28 l)ays Slump:
Mix Number: 4 aNEl '1i 9 Concrete Temp: 83
Ticket#: 8aa21a23
Air Temp. at Sampling Time: 7 o
4.00"Y" Air:
3/4"Max Agg:
Admix/Amt: WRDA64 (376 oz.), AIR \48 oz.) AND RECoVER (300 oz.)
Register Number:c0005311 Lab Location:
Average fc @ 2B days
CubicYards: SEE REMARKS
Curing: High 87 * * *
Low 1
Set
No.
Test @
Days
Test
Date
Total
Load
Avg
Diameter Area UnitPSI Type Of
Fracture
cap
TtPe
Tested
Bv
I aB/a6/2A18 54580 4.00 L2 .56 4350 2 PAD 60 CM
'1 aB/aB/2AtB 62264 4.00 12.56 4964 a"PAD 60 T:I.'
2t3 aB/29/2078 4.01 72.62 5780 l PAD 50 :l
08/29/2078 13'724 4.01 72.62 5840 3 PAD 60
28 76550 4.01 72.62 6070 3 PAD 60
s900
Please see reverse side ftrr additional information.
12e55 I
o8/2s/2or8l
I I
!oirtribut" attachments.
Job Number: EI701,424. Register Number: 00005311
Project: ERANZ BAKERY EXPANSION
< I in. [25 mm]
Date Molded: AB / al i 2cre
'r)'pc I
Reasonablc lvcll-fbrmcd
concs on bolh cnds, lcss
than I in. [25 mm] of
crackingthrough caps
'fype 4
D iagonal fracture with
no cracking through
eflds; tap with hammer to
distinguish from Type I
*** Departure t'rom ASTM C3l standard
Remarks:
CUBIC YARDS: 21.50 OF 21.50
CC:
Type 2
Well-Formedconeonone
end, vertical cracks running
through caps, no well-defi ned
cone on othcrcnd
Type 3
Columnarveiical cmcking
thrcugh both ends, no
well-fomcdconcs
Type 6
Similarto Type 5 but
end of cylinder is pointed
Type 5
Side lractures al top or
bottom (occurcommonly
$ith unbonded caps)
FRANZ BAKERY . JACK COPHER
CITY OF SPR]NGFIELD BUTLDING DEPARTMENT
THE AUSTIN COMPANY - GPEG CLA,I.1P
DAVID EVANS & ASSOCIATES . STEVEN TARRISON
x
ERANZ BAKERY _ KIM ARNOID
]ACK, COPHER"AUSBAKERY. COM
GREG. 'LA" PGIHEAUSTIN . C(N
5DH@OEAINC. COi,!
KIM. ARNOLD@I]SBAKERY. COfi
Project Manager: chrrstian McDonal d Reviewed By: Pr.oject Manaqer o^ a9/a4/2a18
Our reports pertain to the material tested/inspected only. Inlbrmation contained herein is not to be reproduced, except in l'ull,*ithout prior authorir.ation from this office. Under all circumstances, the infbrmation contained in this report is provided
subject to all terms and conditions of CTI'S Gencral Conditions in effect at the time this report is preparcd. No parE- other than
those to \\'hom CTI has distributed this report shall be entitled to usc or rely upon the information contained in this document.
89970 HWY 99N. EUCENE OR
ffi
t.
Carlson Testing, Inc.
Bend Ollice
Geotechnical Oflice
Eugene OfEce
Salem Office
Tigard Office
(541) 330-9lss
(s03) 601-8250
(s41) 34s-0289
(s03) s89-12s2
(s03) 6E4-3460
REPORT OF 4 X 8 CONCRETE CY],INDRICA],
AsrM c3 9 /c17 2 /cr064 /ct3e / cal / ca43 /c23t / cr23aTest Methods:
Date Molded:08/ot/2otg Date Received:aa/02/20)-a Job Number. E17 0L424
Permit #:I,AND & DRAINAGE ALTERATION 8 1 1 - 17 - O O O 1 16 - PW
Client:FRANZ BAKERY - JACK COPHER
Project:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPRINGFIEI,D OR Jurisdiction:SPRINGFlELD
Contractor:
Subcontractor Cast By:R. ORCHARD
Concrete Supplier:IO{IFE RIVER (EUGENE)
Truck #:41804
Weather:CI,EAR
Strength Requirement:3500
Mix Number:4SNE?009
Load #:
1:50 PM
psi flc @ 28 Days Slump:
Concrete Temp: --!!-
) AND RECOVER (3OO OZ.)
Ticket#:8002'7A23
Air Temp. at Sampling Time: ----f-9-
2
Cylinders were cast for the following locations:
SOUTH ENTRANCE APRON AT NORTHEAST SECTION
Total Concrete Placem€nt Location:
SOUTH ENTRANCE APRON
4.00,o/o Air':,
3/4"
s.5t
Max Agg:
Admix,/Amt:WRDA54 (375 02.), ArR (48 02.
Register Number:00005311 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: SEE REMARKS
Curing: High 87 ***
Low
UnitPSI
Tlpe Of
Fracture
cap
Tvpe
Tested
Bv
Set
No,
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter Area
L2 .56 4350 2 PAD 50 CM15o8/06/20a8 54580 4.00
3 PAD 50708/08/20r8 52260 4.00 L2 .56 4960
t2.62 5780 3 PAD 6028o8/29/207e 4.01
73720 4.01 L2.62 3 PAD 60o8/29/2018
ME4.01-12.62 60?0 3 PAD 602ao8/2e/2ol-e 76550
5900
IIIIII I IIII
Distribute attachments.
Please see reverse side for additional information.
TEST SPECIMENS
Test Time:
ME
ME
ME5840
tr
Job Number: El'701424. Register Number: 0000s311
Project: FRANZ BAKERY ExPANsroN
< I in. [25 mm]
T}?e I
Reasonable well-formed
cones on both ends, less
than I in. [25 mm] of
cracking through caps
Type 2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
J
Tlpe 5
Side fractues at top or
boftom (occur corn nonly
with unbonded caps)
Date Molded: oa / ot / 20aa
Tlpe 3
Columnar vertical cracking
through both ends, no
well-formerl cones
Tlpe 6
Similar to Type 5 but
:nd ofcylinder is pointed
Tlpe 4
Diagotral fracture with
no cracking through
ends; tap with hammer to
distioguish liom Type I
*** Departure fiom ASTM C3 I standard
Remarks:
CIIBIC YARDS: 21.50 OF 21.50
TO
]ACK. COPHER@USBAKERY. COMFRANZ BAKERY - JACK COPi{ER
CITY OF SPRINGFIEI.D BUILDTNG DEPARTI'IENT
THE AUSTIN COMPANY - GREG CLA}'P
DAVID EVAI{S & ASSOCIATES - STEVEN HARRISON
x
FRANZ BAKERY - KIM ARNOI,D
GR EG . CLA}IP@TH EAUSTIN . COi,I
SDHGOEAINC . COi,I
XIM.ARNOLD@USBAKERY.COI'
Proiect Managep christian McDonaf d Reviewed By: Project Manager on 09/04/201-8
Our reports pertain to the material tested./inspected only. lnformation contained hereil is not to be reproduced, except in full,
without prior authorization ftom 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 ar 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
ffil[(
Carlson Testing, fnc.
Bend Office
GeotechDicsl Office
Eugene OIIice
Salem Office
Tigard Ofiice
(541) 330-9lss
(s03) 50r-82s0
(54r) 345-0289
(503) 589-1252
(s03) 6E4-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods:A9TM ca9 / cLi2 / cto,4 / ct3a / c31/ ct43/ c23L / Ca23L
Date Received:oB/02/2oag Job Number.E '7 1424
Permit #:LAND & DRAINAGE AI,TERATION 8 11 . 17 . O O 0116 - PW
Client:FRANZ BAKERY . JACK COPHER
Proj ect:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPRINGFIELD OR .lurisdiction:SPRINGFIELD
Contraclor:
Subcontractor Cast By:R. ORCHARD
Concrete Supplier:KNIFE RIVER (EUGENE)
41805 1Load #:Ticket#:I2 0115 51
CLEAR Test Time:11 :10 AM Air Temp. at Sampling Time: ----!!-
Cylinders were cast for the following locations:
GI]ITER AT SOUTH ENTRANCE APRON AT MIDPOINT
Totrl Concrete Placement Location:
GIITTER AT SOUTH ENTRANCE APRON AT MIDPOINT AND SOUTHERN MOST S IDEWAI,K SECTION
Strength Requirement:3500
Mix Number:45NE70 09
psi flc@ 28 Days Slump:
Concrete Temp: -9.L-
7o Air: --L-9.3--3/4"
8.s0,
Max Agg:
Admix,/Amt:WRDA64 (372 OZ.), ArR (29 OZ-) AND RECOVE& (300 OZ.)
Register Number:00005310 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: EEE-BEUABKS
Curing: High 87 ***
Low --lf-
Set
No.
Test @Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fracture
Cap
Tvoe
Tested
Bv
I 5 08/05/2078 54 510 4.00 L2 .56 514 0 2 PAD 60 CM
'7 o8/08/20t8 4.00 72 .56 5620 3 PAD 50 ME
2A os /29 / 2078 4.01 3.2 .62 6680 4 PA.D 5 O ME
2A os/29/2OtS L2.62 '7t70 3 PAD 60 ME
28 o8/29/2018 85030 4.01 L2.62 6't 40 3 PAD 60 ME
5860Distribute attachments.
Please see reverse side for additional information.
Date Molded: A8 / 07 / 2At8
Truck #:
Weather:
70530
84 315
90465
i-Ftr
Job Number: Et'7Or424. Register Numb€r: 0000s310
Project: FRaNz BAKERY ExPANsroN
< I in. [25 mm]
TWe I
Reasonable well-formed
cones on both ends. less
than I in. [25 mm] of
cracking through caps
TWe 4
Diagotral fracture with
no cracking through
ends; tap with hammer to
distinguish liom Tlpe 1
*++ Departure from ASTM C3l standard
Remarks:
CUBIC YARDS ; 10.75 OF 21.50
Tlpe 2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
J
TWe 5
Side fractures at top or
boftom (occur commonly
with unbonded caps)
Date Molded: oB / Oa/201,8
Type 3
Columnar vertical cracking
through both ends, no
well-formed cones
Tlpe 6
Similar to TWe 5 but
:nd of cylinder is pointed
FRANZ BAKERY . ..'ACK COPI{ER
CITY OF SPRINGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY - GREG CI-IMP
DAVID EVANS & ASSOCIATES - STE!'EN I{ARRISON
x
FRANZ BAKERY KTM ARNO'-D
]ACK. COPHER@USBAKERY. COI'I
TO:
GR EG . CLAi,!POTH EAU STIN . COM
sOH@DEAI NC . COiI
KIM.ARNOLD@USBAKERY. COM
Project Manager christian McDonald Reviewed By: Project Manager on 09/04/2018
OuI reports pertain to the material rested,/inspected only. Information contained herein is not to be reproduced, except in fu[,
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 }IWY 99N, EUGENE OR
ffillAt!
Carlson Testing, Inc.
Bend OfEce
Geotechnical Ofiice
Eugene Olfic€
Salem Olfice
Ofrice
(s4r) 330-915s
(s03) 601-E250
(54r) 3410289
(503) 589-12s2
(503) 684-3460
REPORT OF 4X8 CONCRETE CYLINDRICAL TEST SPECIMENS
Test Methods:ASTM c39lc1?2,/c1 64 /ct39 /caL / c1,43 /c23r /cr23t
Date Molded:08/03 / 2Oae Date Received:
roN 811- 17 - 0
o8/04/201-8 Job Number . EL7 47424 .
I,AND & DRAINAGE AI-TE 0 0115 - PW
Client:FRANZ BAKERY JACK PHER
Proj ect:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRINGFIELD
CoDtractor:
Subcontractor Cast Bv:R. ORCTTARD
Concrete Supplier:
Truck #:4laa'7 Load #:1 Ticket#:80027881
CLEAR Test Time:11:30 AM Air Temp. at Sampling Time: ----I!-
Cylinders were cast for the following locations:
SOUTH ENTRY APRON AT WEST MOST PANEL
Total Concrete Placement Locationl
SOUTH ENTRY ADA SIDEWALK NORTH SECTION, APRON EAST PANEL, WESTERN MOST APRON
PANEL
Strength Requirement:3500
Mix Number:45NE?009
psi fc @ ze Days
Concrete Temp;
Slump:4.00.
'7'7 Max Agg:
%o Air:
3/q"
5. sB
Admix/Amt:WRDAS 4 (375 0Z-). ArP. 142 0Z-) AND RECOVER (300 02.)
Register Number:00005314 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: .9EE-BEUABKS
Curing: High 93 ***
Low -J2-
Set
No.
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fracture
cap
Tvoe
Tested
Bv
I 3 08/06/2oL8 55885 4.00 t2 .56 4450 2 PAD 50 CM
5 oe/oB/2orB 53450 4.00 a2 .56 5050 3 PAD 50
,7 o8/t0/2078 63',7 65 4.00 L2 .56 5080 2 PAD 60 ME
28 o8 / 31/ 2)te 84875 4.00 t2 .55 6'7 60 3 PAD 60 ME
28 o8 /37 / 2OLe 84070 4.00 L2 .56 6690 3 PAD 50 ME
28 os/37/2o1-B 8115 5 4.00 t2 .56 3 PAD 50 ME
6640Distribute aft achments.
Please see reverse side for additional information.
Permit #:
KNIFE RIVER (EUGENE)
Weather:
6460i
Job Number: E170t424. Register Number: 0000s314
Project: FRANZ BAKERY ExPANsroN
< I in. [25 mm]
Tlpe 4
Diagotral fi'acture with
no cracking though
ends; tap with hammer to
distinguish from T,?e I
*** Departure from ASTM C31 standard
Remarks:
CUBIC YARDS: 10.75 OF 21.50
TO:
Project Manager chr:lstian McDonald
Type 2
Well-Formed cone on one
end, vcrtical cracks running
through caps, no well-defined
cone on other end
Type 5
Side liactures at top or
bottom (occur commonly
with unbonded caps)
Date Molded: 08 / 03 / 2018
Type 3
Columnar venical cracking
through both ends, no
well-fomed cones
Type 6
Similar to T)?e 5 but
3nd ofcylinder is pointed
FRANZ BAKERY - JACK COPHER
CITY OF SPRTNGFIELD BUII,DING DEPARTMENT
THE AUSTIN COMPANY - GREG CLAMP
DAVTD EVANS & ASSOCIATES . STEVEN TIARRISON
x
FtrIANZ BAKERY - K]M ARNOLD
]ACK. COPHER@U58AKERY. COi,!
GREG. CLAMP@THEAUSTIN. COM
SOH@DEAINC, COM
KIM. ARNOLD@USBAKERY. COiI,1
Reviewed By: Project Manager on 09/o'7/2oaa
Our repofis pertain to th€ material tested/inspected only. Information contained herein is not to bc reproduced, except in fuIl,
without prior authorization fiom this oflce. 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.
ffil
89970 HWY 99N. EUGENE OR
[(
Type I
Reasomble well-formed
cones on both ends, less
than I in. [25 mm] of
cracking thrcugh caps
ffirl
I
Carlson Testing, fnc.
Bend Ofnce
Geotechnical Office
Eugene OIIice
Salem OfliceTig.rd Oflice
(s4l) 330-9lss
(s03) 60r-E2s0
(s41) 34s-0289
(s03) s89-r2s2
(s03) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAI TEST SPECIMENS
Test Methods:ASTM cL'7 2 cl0 54 c31 c143 c23L/ Cr23a
Date Molded: O7 / 2s / 2078 Job Number, E7'7 0L424
Permit #:I,AND & DRAINAGE AITERAT ION 81 t-1-7 -000116 - PW
Client:FRANZ BAKERY . JACK COPI{ER
Project:FRANZ BAKERY EXPAN IONS
Address:2OOO NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRINGFIELD
Contractor:
Subcontractor Cast By:T. DT]NAWAY
Truck #:2403474L9
Weath€r:C],EAR Test Time:5:07 AM
Total Concrete Plecement Location :
COMMERCIAI DRIVEWAY APRON CURB RETURN FOR NORTH ENTRANCE
Strength Requirement:3500
Ticket#:I2 0115 04
Air Temp. at Sampling Time: ----51-
Load #:3/4
Mix Number:4 sNE70 0 9
psi fc @ 28 Days
Concrete Temp:
Slump:5.0
71-Max Agg:
Vo Air:
3/4"
4.08
Admix/Amt:WRDA64 (372 OZ.) AND ArR (29 oz-)Cubic Yards: l!J5-!I-3 2
Register Number:00005298 Lab Location:EUGENE
Average fc @ 28 days
Curing: High 85 ***
Low -15--jji-
Type Of
Fracture
cap
Tvoe
Tested
Bv
Set
No.
Test @Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
L2 .56 5260 3 PAD 50 RTI5o7/30/20L8 660',7 5 4.00
RT,7 08/or/2oLa 68290 4.00 L2 .56 5440 3 PAD 60
RT28oa/22/2oae 86195 4.00 12 .55 5860 2 PAD 60
PAD 50 RT2Ao8/22/20].8 85895 4.00 t2 .56 5840 2
RT2Ao8/22/20L8 89150 4.00 t2 .56 710 0 3 PAD 60
5930
IIIIII II I III II
Please see reverse side for additional information,
Date Received: o'7 / 26 / 2Ol8
Concrete Supplier: KNrFE RrvER (EUGENE)
Cylinders were cast for the following locations:
COWERCIAI DRIVEWAY APRON CURB RETURN AT THE NORTH END
tr Distribute attachments.
Job Number: E!-t01424. Register Number: o0oos2ea
Project: FRANZ BAKERY EXPANSIoN
< 1 in. [25 mm]
Dat€ Molded: 07 / 2. / 2ote
TWe 3
Columnar vertical cracking
through both ends, no
well-formed cones
TWe 1
Reasonabl€ well-formed
cones on both etrds, less
than I in. [25 mm] of
cracking through caps
Type 4
Diagonal fracrure with
no cracking through
ends; tap with hamrner to
distinguish from Tlpe I
**+ Departure from ASTM C3 1 standard
Remarks:
TO:
Project Manager christian McDonald
Type 2
Well-Formed cone on one
end, vertical cracks running
tkough caps, no well-defined
cone on other end
./
Type 5
Side fractures at top or
bottom (occur cornmonly
with unbonded caps)
Type 6
Similar to T)?e 5 but
:nd of cylinder is pointed
FRANZ BAKERY - ,]ACK COPHER
CITY OF SPRINGFIELD BUILDING DEPARTMBMT
THE AUST]N COMPANY - GREG CLAMP
DAVID EVANS & ASSOCIATES - STE!'EN IiARRISON
x
FRANZ BAKERY - KTM ARNOID
]ACK. COPHER@USBAKERY. CO}I
GR EG . CLAIIPOTH EAUSIIN . COI4
5OH@DEAINC. COl,i
K IM . ARNOLD@USBAK ERY . COM
Reviewed By: Project Manager on 08/23/2oLB
Our reports penain to the material tested/inspected only. Information contained her€in is not to be reproduced, except in full,
without prior authorization from this olIce. Under all circumstances, 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 prcparea. 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 IIV!ry 99N, EUGENE OR
ffitFtiJJr'
Carlson Testing, Inc.
Bend OIfice
Geotechnicd Ofrice
Eugene Office
Sslem OIIice
Tigrrd Olfice
(541) 330-9lss
(503) 60r-82s0
(s4r) 345-0289
(503) 589-1252
(s03) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAI TEST SPECIMENS
Test Methods:AsrM c3 9 / c122 /ci-o64/c!3a/cal/ct43/c23L/ca23l
Job Num E7? 0L424
Permit #:I,AND & DRAINAGE A]-TERAI'ION 811 - 17 - OOO115 - PW
Client:FRANZ BAKERY - .fACK COPHER
Project:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRINGFIELD
Contractor:
Subcontractor Cast By:R. ORCIIARD
Concrete Supplier:KNIFE RIVER ( EUGENE )
Truck #:41BA'7 Load #:
Test Time:11:30 AM
psi fc @ 28 DaYs SlumP:
Concrete Temp: --2J-
Ticke#: 80 0278 81
Air Temp. at Sampling Time: 7 o
6.sZStrength Requirement:
Mix Number:45NE7009
1
Weather:CLEAR
Cylinders were cast for the following locations:
SOUTH ENTRY APRON AT WEST MOST PANEL
Total Concrete Placement Location:
SOI'TH ENTRY ADA SIDEWA],K NORTH SECTION, APRON EAST PANEL, WESTERN MOST APRON
PANEL
3500 4.00.Yo Airz
3/4"Max Agg:
Admix/Amt:WRDA54 (376 0Z-\, AAP. 142 0Z-) AND RECOVER (3OO OZ.)
Register Number:00005314 Lab Location:EUGENE
Average fc @ 28 days
cubic Yards: sEE REMARKS
Curing: High 93 ***
Low '72
Cap
Tvoe
Tested
By
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fracture
Set
No.
Test @D"Ys
Test
Date
2 CM558854.00 L2 .56 4450I3o8/06/2018
L2 .56 5050 3 ME508/08/201-8
5080 2 PAD 50 ME'7 o8/L0/2078 63',7 65 4.00 12 .56
2a o8/37/20L8
oe/3r/20L8
08/3a/20]-8
IIIIII I
III
IIT
IIII
Distribute attachments.
Please see reverse side for additional information.
Date Molded: 0e / a3 / 2ot8 Date Received: 08 / A4 / 2oLe
PAD 60
53450 PAD 60
tr
Job Number: E)-'7 0L424. Register Number: 00005314
Project: FFGNZ BAKERY EXPANSIoN
Type t
Reasonable well-formed
cones on both ends, less
than I in. [25 mm] of
cracking through caps
TSpe 4
Diagonal tracture with
no cracking through
ends; tap with harnrner to
distinguish from Typc I
*** Departure from ASTM C3l standard
Remarks:
CUBIC YARDS: 10.75 OF 21.50
Tlpe 2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cone otr other end
Date Molded: a8 / 03 / 2ot8
Tlpe 6
Similar to TWe 5 but
itrd ofcylinder is poirred
./
TWe 5
Side fractures at top or
boftom (occur commonly
with unbonded caps)
TO:
FRANZ BAXERY ' .]ACK COPHER
CITY OF SPRINGFIELD BUILDING DEPARTMENI
THE AUSTIN COIIPANY . GRTG CI,AT'{P
DAVID EVANS & ASSOCIATES - STEIEN HARRISON
x
FR'ANZ BAKERY . KIM ARNOIJD
JACK.COPHER@USBAKERY.COM
I(IM. ARNOLDGUSBAK€RY. COI,4
GREG. CLAI,IPGTHEAUSTIN. COi,t
SDHODEAINC - COl,l
Reviewed By: Project Manager on 08/!4/2078
Our reports pertain to the material tested/inspect€d only. Information contained herein is not to be reproduced, except in full,
without prior authorization fiom 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 €ffect 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
ffilrr
< I in. [25 mm]
Tlpe 3
Columnar vertical cracking
through both ends, no
well-formed cones
Project Manager: christian McDonald
Carlson Testing, Inc.
Bend Office
Geotechricel Olfice
Eugene OIffce
Salem OInce
Tieird OIfice
(54r) 330-9rs5
(s03) 601-82s0(s4r) 34s-0289
(503) s89-1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYI,INDRICA],TEST SPECIMENS
Test Methods:As'rM ca9 / ca'|2 / cta64 /ca39 / c3a/ ct43 / c23a/ ca23r
Date Molded:os/01 / 20a8 Date Received:os/02/2078 Job Number. EL? 07424 .
Permit #:LAND & DRAINAGE AITERATION 8 1 1 - 17 - O O 0116 - PW
Address:2OOO NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRINGFIELD
Contractor:
Subcontractor Cast Bv:R. ORCIIARD
Concrete Supplier:IOJIFE RIVER ( EUGENE )
Weather:C],EAR
Truck #:418 04 Load #:2
Test Time:1:50 PM
psi fc @ J.9- Days
Concrete T€mp:
Ticket#:40027423
Air Temp. at Sampling Time: 70
Yo Airl.s.5?r
Cylinders were cast for the following locations:
SOUTH ENTRANCE APRON AT NORTHEAST SECTION
Total Concrete Placement Location:
SOUTH ENTRANCE APRON
Strength Requirement:3500 4.00,
Mix Number:45NE7009
Slump:
Admix,tAmt:WRDA54 (3?5 OZ.). ArR Ge aZ.) AND RECOVER (300 OZ.)
Register Number:00005311 Lab Location:ETIGENE
Average fc @ 28 days
83 Max Agg:3J4"
Cubic Yards: sEE REMARKS
Curing:IIigh
Low
B7
'73
Area Unit
PSI
Type Of
Fracture
cap
Trree
Tested
Bv
Set
No.
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter
2 CM15oe/06/201s 54580 4.00 12 .55 4350
ME08/0e/20t8 62260 4.00 L2 .56 3 PAD 60
2A oe /2e /2018
2a o8/29/2OtS
2B 0e/29/20!S
IIIIII
IIIIIII
Distribute attachments
Please see reverse side for additional information.
Client: LRANZ BAKERY - JACK COPHER
Project: FRANZ BAKERY EXPANSIoN
PAD 50
't 4960
ttt
I
=tr
Job Number: 8L7QL424. Register Number: 0000s311
Project: rnaUZ BAKERY EXPANSToN
< I in. [25 rnrn]
Type I
Reasonable well-formed
cones on both ends. less
than I in. [25 mm] of
cracking through caps
Tne 4
Diagonal fracture with
no cracking through
ends; tap with hammer to
distinguish from Type I
*** Departure ftom ASTM C3l standard
Remarks:
CUBIC YARDS: 21.50 OF 21.50
TO:
Tlpe 2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cooe on other end
./
Typ€ 5
Side liactues at top or
bottom (occur cornmonly
with unbond€d caps)
Date Molded: 0e / a7 / 2otg
T}?e 3
Columnar venical cracking
through both ends, no
well-formed cones
Tlpe 6
Simitar to T}?e 5 but
end of cylinder is pointed
FRANZ BAKERY . JACK COPHER
CTTT OF SPRINGFIE],D BUILDING DEPT\RTMENT
THE AUSTIN COMPANY . GREG CI,AMP
DAVID EVANS & ASSOCIATES - STEVEN HARRISON
x
FAANZ BAKERY - KIM ARNOLD
]ACK. COPHER@USEAKERY. COT
KIM.ARNOLD@USBAKERY.Cfi
GREG. CLAMPATHEAIISTIN. COM
SDH@DEAINC , COI'I
ProjectManager chrrstian McDonaLd Reviewed By: Project Manager on o8/1-4/2ola
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 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
r tx F ffi
Carlson Testing, Inc.
Bend Ofnce
Geotechnical Office
Eugene Office
Srl€m Office
Tisrrd Oflice
(s41) 330-e1ss
(503) 601-82s0
(s41) 34s-0289
(503) 589-12s2
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICAI TEST SPECIMENS
ASTM ca9 / c772 /c1-o64 / C]3a / c3L / ct43 / c237 /Ct231-
Date Received:a8/02/201-8 Job Number , El? 01424 .
Permit #:I,AND & DRAINAGE AI,TERATION 811-17-000116.PW
Client:FRANZ BAKERY - .fACK COPHER
Project:FRANZ BAKERY EXPANSION
Address:2T'OO NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRlNGFlELD
Contractor:
Subcontractor Cast By:R. ORCHARD
Concrete Supplier:IoIIFE RIVER ( EUGENE )
Truck #:41805
psi fc @ 28 Days Slump:
Concrete Temp: --Ei-
Ticket#: I2 0115 51
Air Temp. at Sampling Time: ----.6-9-
Load #:1
Weather:CI,EAR 11:10 AM
Cylinders were cast for the following locations:
GIITTER AT SOUTH ENTRANCE APRON AT MIDPOINT
Strength Requirement:3500
Mix Number:45NE7009
I .50 oh Lir:
3/4"Max Agg:
Admix/Amt:WRDA6 4 (372 OZ.), ArR (29 OZ.) AND RECOVER (300 OZ.)
00005310 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: SEE REMARKS
Curing: High 8? ***
Low -13-
Set
No.
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fracture
cap
Tvoe
Tested
Bv
I 5 oe/06/20L8 64 510 4.00 L2 .56 514 0 2 PAD 60 CM
1 0e/08/20L8 70530 4.00 L2 -56 5520 3 PAD 50 ME
28 oe/29/20L8
2A o8/29/2018
o8/29/20L8
IIIII
IIIIIIII
IIII
Distribute attachments.
Please see reverse side for additional information.
Test Methods:
Date Molded: Os / 0L / 201-8
Test Time:
Total Concrete Placement Locrtion:
GIITTER AT SOUTH ENTRANCE APRON AT MIDPOINT AND SOUTHERN MOST SIDEWAIJK SECTION
Register Number:
tttlll
tr
Job Number: E'a101424. Register Number; 00005310
Project: FRntz BAKERY EXPANSIoN
< I in. [25 mm]
Type I
Reasonable well-formed
cones on both ends, less
than I in. [25 mm] of
cracking through caps
T$e 4
Diagonal fracture with
no cracking tbrough
ends; tap with hammer to
distinguish from T)?e I
+++ Departure fiom ASTM C3l standard
Remarks:
CUBIC YARDS : 10.75 OF 21.50
Type 2
Well-Formed cone on one
end, vertical cracks running
tlrough caps, no well-defined
cone orl other end
I
Type 5
Side iiacturcs at top or
bottom (occur commonly
with unbonded caps)
Date Molded: o8 / or/ 2018
Type 6
Simitar to Tlpe 5 but
:nd ofcylinder is pointed
TO:
FRANZ BAXERY - .fACK COPHER
CITY OF SPRINGFTELD BUII,DING DEPARTMEIIT
THE AUSTIN COMPANY - GREG ClAMP
DAVID EVANS & ASSOCIATES - STEVEN HARRTSON
x
FRANZ BAXERY - KIM ARNO],D
]ACK.COPHER@USBAKERY.CO
KrM.aRNoLD@USBAKERY.cott
GREG.CLAMP@THEAUSTTN.co
SDHGDEAINC . COI'I
Proiect Managel christian McDonald Reviewed By: Project Manager o^ 08/L4/2018
Our reports pertain to the material tested,/inspected only. Information contained herein is not to be reproduced, except il 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 distribut€d this report shall be entitled to use or rely upon the information contained in this document.
89970 HWY 99N, EUGENE OR
5fiEn
Type 3
Columnar venical cracking
thrcugh both ends, rlo
well-formed cones
Carlson Testing, Inc.
Betrd Ofiice
Gcotechnical Omce
Eugene Office
Salem Ofnce
Tigard OIfice
(s4l) 330-9rss
(s03) 60r-82s0
(s4r) 3454289
(s03) s89-12s2
(s03) 684-3460
REPORT OF 4 X 8 CONCRETE CYLINDRICA],TEST SPECIMENS
Test Methods:ASTM C3 9 /C1 2/cao64 C13B c317 c14 3 / c23t/ c]-23L
Date Molded:o7 /a2 / 2A].8 Date Received:o7/13/201"9 Job Number. EL7 07424 .
Permit #:LAI\D & DRAINAGE AITERATT 811ON -17-00 0 116 - PW
Client:FRANZ BAKERY . JACK COPHER
Project:FRANZ BAKERY EXPANSION
Address:2OOO NUGGET WAY SPRINGFIELD OR Jurisdiction:SPRINGFIELD
Contraclor:
Subcontractor Cast By:R. ORCHARD
Concrete Supplier:KNIFE RIVER (EUGENE)
474t9 Ticket#:800273301Load #:
Test Time:4:15 AM
Cylinders were cast for the following locations:
NORTHWEST CORNER OF SOUTH LOADING DOCK CONCRETE PAVING
Total Concrete Placement Location:
SOIITH IJOADING DOCK CONCRETE PAVING
Strength Requirement: -----4!!!- psi fc@ 28 Days
Air Temp. at Sampling Time: ---59-
Truck #:
Weather:
Mix Number:4 5NE70 0 9 Concrete Temp:Max Agg:
Slump:
75
4.75r oh Airt
3/+"
3.7?
Admix/Amt:WRDA6 4 (375 OZ.) AND ArR 129 OZ.)cubic Yards: 10. ?5 OF 43
Lab Location: EUGENE Curing: High 86Register Number:00005280
Low lf-Si-
Average flc @ 28 days
Set
No.
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fractur€
Cap
Tvpe
Tested
By
I 7 01 / a9 / 2Ot8 54535 12 .56 4350 3 PAD 60 ME
2A 08/oe/2oas '7 4600 4.00 12 .56 5940 3 PAD 60 ME
28 08/09/20L8 72650 4.00 12 .56 5780 3 PAD 50 ME
2B o8/09/2OLS 78385 4.00 72 .56 6240 3 PAD 60 ME
s990Distributc attachments.
Please see reverse side for additional information.
CLEAR
4.00
Job Number: E\70),424. Register Number; 00005280
Project: FRer'tz BAKERY EXPANSToN
< I in. [25 mm]
Tlpe 1
Reasonable well-formed
cones on both snds, less
than I in. [25 mm] of
cracking through caps
TWe 4
Diagonal Factule with
no cracking through
ends; tap with hammer to
distinguish from Type I
*** Departure fiom ASTM C3l standard
Remarks:
TO:
TWe 2
Well-Formed cone otr one
end, vertical cracks running
through caps, no well-defined
cone on other end
Date Molded: 0'1 / 12 / 2OA8
Tlpe 3
Columnar vertical cracking
through both e[ds, no
well-formed cooes
Tlpe 6
Similar to T)?e 5 bu1
--nd ofcylinder is pointed
t
T}?e 5
Side fractures at top or
bottom (occur commonly
with unbonded caps)
FRANZ BAKERY - .]ACK COPHER
CITY OF SPRINGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY . GREG CI,AI''P
DAVID EVANS & ASSOCIATES - STEVEN HARRISON
x
FRANZ BAKERY - KIM ARNOLD
]ACK. COPHER@USBAKERY. COM
GREG. CLAI'P@THEAUSTIN. COi,t
SoH@DEATNC. Corrr
KIM.ARNOLD@USBAKERY.COM
Project Manager christian McDonald Reviewed By: Project Manager on 08/L4/2oLa
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 office. Under all circumstances, the information contained in this report is proyided
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 rsport shall be entitled to use or rely upon the information contained in this document.
89970 IIWY 99N, EUGENE OR
,fllR
I ru
Carlson Testing, Inc.
Bend Office
Geotechnical Oflice
Eugene Office
Salem Office
Tigard Oflice
(sJr) 330-91ss
(s03) 601-82s0(s{1) 31s-0289(s03) 589-r 2s2
(so3) 68{-3{60
REPORT OF 4X8 CONCRETE CYLINDRICAL TESTSPECIMENS
Test Methods:ASAM C?q/C1'1) / C1.,64 / .-11Q / .'11 /C14.\ /c2i1 /c1)11
Date Molded: a] / 11 / 20L8 Date Received:01 / 78 / 2AI8 Job Number:E7l47424 -
permit#: LAND & DRATNAGE ALTERATTON 811-17-000116-pW
Client: EITANZ BAKERY - JACK COPHER
Project: EF-CNZ BAKERY EXPANS ION
dflflas55;2000 NUGGET WAY SPRINGFIELD OR Jurisdiction: S PRTNG.l ELD
Contractor:
Subc()ntractor:
C0ncrete Supp
Cast By:
f1n6|1 fl; 40690 Load #: 1 Ticket#: Baa2142t
Weather: CLEAR Test Time: 9:45 Al,1 Air Temp. at Sampling Time: 7 4
Cylinders were cast for the following locations:
SOUTH END OE NUGGET I.]AY, SOUTH BOUND LANE, CURB AND GUTTER.
Total Concrete Placement Location:
SOUTH BOUND LANE OE NUGGET WAY, CURB AND GUTTER BET!,iEEN NORTH AND SOUTH ACCESS.
R. ORCHARD
IieT. KN]FE RIVER (EUGENE )
Strength Requirement: 3s00 psi fc@ 28 Days Slump:
Mix Number: 2 4 35NE7 F0 9 Concrete Temp: l5
3.50"%o Air: 4. s?
3/ 4"Max Agg:
Admix/Amt: WRDA54 (204 OZ.) AND AIR (19 OZ.)
Register Number:00005288 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: SEE REMARKaj
Curing: High
Lon' 65
Set
No.
T€st @
Davs
Test
Date
Total
Load
Avg
Diameter Area tlnitPSI Type Of
Fracture
Cap
Tvne
T es ted
Bv
I 1 01 /24 /2078 43300 4 .00 12 .56 3450 3 PAD 60
28 a8 /L4 /2A78 61944 4.00 4930 3 PAD 60
28 aB / ),4 /2A18 6'7265 4.00 72 .56 5360 4
2A a8 /t4 /2478 6641A 4.00 5294 PAD 60 ME
5190
Please see reverse side for additional information.
MEI
MEv.56 |
PAD 60 ME
L2 .56
I
I
I
I
I
! Dist ibute atlachments.
Job Number: EL'741424. Register Number: 0000s288
PToJect: FRANZ BAKERY EXPANS TON
< I in. [25 mm]
T)pe I
Reasonable u el l-lbnned
cones on hoth ends less
than I in. [25 mm]ot
cmckingthrough caps
Type 4
Diagonal fracture with
no cmcking through
endsi tap with hammerto
distinguish from Type I
*** Departure from ASTM C31 standard
Remarks:
CUBIC YAF.DS: 17.75 OF 17.75
CC
Tvpe 2
Well-Formedconeonone
end, vertical cracks running
through caps, no $ell-defi ned
cone on other end
Type 3
Columnarvefi ical cracking
through both ends, no
well-formedcones
Type 6
Similar to Type 5 but
end ofcylinder is pointed
'llpc 5
Side fractures at top or
bottom (occu.commonly
with unbonded caps)
ERANZ BAI(ERY - JACK COPHER
CITY OE SPRINGFIELD BUILDING DEPARTMENT
THE AUSTIN COMPANY - GREG CLAMP
DAVID EVANS & ASSOCIATES _ STEVEN }IARRISON
x
FRANZ BAKERY - KIM ARNOI,D
]ACK. COPHERGUSBAKERY. CO]!!
KIM.ARNOLD@USBAKERY, COIII
Project Manager: chrlstian McDonaLd Reviewed By: Project Manager an 08/15/2078
Our reports pertain to the mate al 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 tems and conditions of CTI'S General Conditions in effect at the time this report is prepared. No part-v 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- EUCENE OR
Lfi
Date Molded: a t/ L1 /2a78
GREG.CLAI\4PGTHEAUSTIN.COM
SDH@DEAlN C . CCI,'
il
Carlson Testing, Inc.
Bend Office(;eotechnical Office
[,]ugene Office
Salem OIfice'l'isard Offic€
(s{r )(s03)
(s.r r )(s03)
(s03)
.130-915s
60t-8250
3,15-0289
589-12s2
684-3,160
REPORT OF 4X6 CONCRETE CYLINDRICAL TESTSPECIMENS
Test Methods:AsrM c39 / C1,'7 2fa1A64 / C1,38 /C31lCr43 /C23t1e!23L
Date Molded: 0't / 1 .1 / 2a7B Date Rece ived:
Permit #: LAND & DRAINAGE ALTERATION 811-1?-000116-Pw
Job Number:
Client: ERANZ BAKERY _ JACK COPHER
Proj
Reg
ect: FRANZ BAKERY EXPANS ION
Address:2000 NUGGET wAY SPRINGEIELD OR JuTisdiction: SPRINGEIELD
Contractor:
Subcontractor:
Concrete Supp
Cast Bv:R. ORCHARD
IieT. KNIFE RIVER (EUGENE )
Truck#: 40690 Load #: 1
\{sxf[s1; CLEAR Test Time: 9 r 45 AM
Cylinders were cast for the following locations:
SOUTH END OF NUGGET WAY, SOUTH BOUND LANE, CURB AND GUTTER.
Strength Requirement:
Ticket#: 8oa2'7 421,
Air Temp. at Sampling 'I'ime: I i
Total Concrete Placement Location:
SOUTH BOUND LANE OF NUGGET WAY, CURB AND GUTTER BETWEEN NORTH AND SOUTH ACCESS.
Mix Number: 24 35NElE09
psi fc@ 28 Days SlumP:
Concrete Temp: 75
3500 3.50"o/" Air:. 4.5?
Admix/Amt: WRDA64 (204 oz.) AND AIR (19 oz.)
ister Number: 00005288 LabLocation:EUGENE
CubicYards: SEE REMARKS
Curing: High 92 *++
Low 66
Average fc @ 28 days
Set
No.
Test @
Days
Test
Date
Total
Load
Avg
Diameter
Unit
PSI
1 1'pe Of
Fractu re
cap
Type
Tested
Br'
'7 01 / 24 / 2078 43300 4.00 L2 .56 3450 3 PAD 60
0B/1,4/2018 4.00 12 .56 4930 l PAD 60
2B 0B/74/201,8 61265 4.00 t2-56 s360 I PAD 60
28 oB/L4/2078 664'14 4.00 L2 .56 529 0 PAD 60
519 0Distribute attachments
Please see reverse side for additional information.
Max Agg: I 4"
Area
ME
ME6L940
| ,"
I
I
III
ME
Job Number: El7A1424. Register Number: 00005288
Project: ERANZ BAKERY EXPANS ToN
< I in. [25 rnm]
Tvw 2
Well-Formedconeonone
end, vertical cmcks running
tkough caps, no well-defined
cone on otherend
Date Molded: a1 /t] /2-a78
Type 3
Columnar vertical cmcking
through both ends, no
well-formed cones
lyp.6
Similar to Type 5 but
eIId ofcylinder is pointed
Type I
Reasonable well-formed
cones on both ends- less
than I in. [25 mm] of
cmckingthroughcaps
Type 4
Diagonal fracture \1 ith
no cracking through
endsi tap with harnmer to
distinguish from lype I
Type 5
Side ftactures at top or
bottom (occur commonly
with unbonded caps)
it* Departure from ASTM C3l standard
Remarks:
CUBIC YARDS: 1"1 .'75 AF L't.'t5
CC:]ACK, COPHERIOUSBAKERY, COMEBANZ BAKERY JACK COPHER
CITY OE SPRINGEIELD BUILDING DEPARTMENT
THE AUST]N COMPANY - GREG CLAMP
DAVID EVANS & ASSOCIATES STSVEN HARRISON
x
ERANZ BAKERY - KIM ARNOLD
GREG . CIAT! POTHEAUSTIN . COI,,I
SDHGOEAINC . CO,I
KIM, ARNoLDGUSBAKERY. c(N
Project Manager: christian McDona 1d Reviewed By: Project Manager ot\ aa/75/2a18
Our reports pertain to the material tested/inspected only. lnformation contained hcrein is not to be reproduced, except in full.
without prior authorization from this office. Undcr all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in efl'ect at the time this repofl is prcpared. No party othcr 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 EIJGENE OR
Carlson Testing, Inc.
Be[d Office
G€otech cal Ofrice
Eugene Office
S.lem Offce
Tigard Ofnce
(54r) 330-91ss
(s03) 601-8250
(541) 34s-0289
(503) 589-1252
(503) 684-3460
REPORT OF 4 X 8 CONCRETE CYI,INDRICA],TEST SPECIMENS
Test Methods:ASTM c3 9 / c1z2 /ci-o64/c!3a/c31 ca43 / c23t / cr23l
Date Molded:oi / t'l / 2Ot8 Date Received:o7/a8/20t8 Job Number. E17 0L424 .
Permit #:LAND & DRAINAGE ALTERATION 811.17-000 116 -PW
Client:FRANZ BAKERY . .fACK COPHER
Project:FRAN Z BAKERY EXPANSION
Address:2OOO NUGGET WAY SPRINGFIELD OR
Subcontractor
Jurisdiction:SPRINGF]ELD
Contractor:
Cast By:R. ORCHARD
Ticket#:80027 421
Weather:CLEAR T€st Time:9:45 AM Air Temp. at Sampling Time: ----4-
Cylinders were crst for the following locations:
SOUTH END OF NUGGET WAY, SOUTH BOUND I,ANE, CI'RB AND GUTTER.
Total Concrete Placement Location:
SOUTH BOUND I,ANE OF NUGGET WAY, CURB AND GT]IITER BETWEEN NORTH AND SOUTH ACCESS
Truck #:40590 Los.d #:1
Admix/Amt:tlRDAS4 (204 Oz.) AND AIR (19 OZ.)
Register Number:00005288 Lab Location:EUGENE
Average fc @ 28 days
Cubic Yards: EEE-BEUABKS
Curing: High 92 **t'
l,ow 66
Set
No.
Test @
Davs
Test
Date
Total
Load
Avg.
Diameter Area Unit
PSI
Type Of
Fractur€
Cap
Tvoe
Tested
Bv
I '/o7/24/20L8 43300 L2 .56 3450 3 PAD 60
oa/74/2ota 6194 0 t2 .56 3 PAD 60 ME
o8/1-4/201e 67265 4.00 t2 .56 5360 PAD 60 ME
o8/14/201e 654't O 4.00 L2 .56 5290 3 PAD 60 ME
519 0Distribute attachments.
Please see reverse side for additional information.
Concrete Suoolier: I(l{IFE RIVER (EUGENE)
Strength Requirement: ----35!-9- psi flc@ 28 p"r. Slump: 3.s0" o/o Ai 4.s"<
Mix Number:2-@El!-Q-9- Concrete Temp: ..E MaxAgg: 3/4"
4.00 ME
4.00 4930
2A 4
tr
Job Number: E1'70L424. Register Number: 0000s28I
Project: FRANZ BAKERY EXPANSIoN
< I in. [25 mm]
Type 2
Well-Formed cone on one
end, vertical cracks ruuing
through caps, no well-d€fined
cone on other end
Date Molded: 0'1 / !'7 / 2AaB
Type 3
Columnar vertical cracking
through both ends, no
well-formed cones
TWe I
Reasotrable well-fomed
cones on both ends, Iess
than I in. [25 mm] of
cracking through caps
Type 4
Diagonal fracture with
no cracking through
ends; tap with hammer to
distinguish trom Type 1
*** Departure from ASTM C31 standard
Remarks:
CIIBIC YARDS: L'7.'75 OF 11 .75
TOI
./
Tlpe 5
Side fiactures ar top or
boftom (occur commonly
with unbonded caps)
Tlpe 6
Similar to Type 5 but
:nd of cylinder is pointed
FRJANZ BAKERY - JACK COPHER
CITY OF SPRINGFIEIJD BUILDING DEPARTfiENI
THE AUSTIN COMPANY GREG CI.AMP
DAVID EVANS & ASSOCIATES - STEVEN TIARRISON
x
FtrIANZ BAKERY - KIM ARNOLD
J ACK . COPH ER@US BAKERY . COi,!
CREG. CLAMP@THEAUSTIN. COit
SDHGDEAINC. COltl
KIM. aRNoLD@u5BAKERy. cor,,!
Project Manager christian McDonald Reviewed By: Project Manager on 08/ts/2ota
Our reports p€rtain to the material tested./inspected only. Information contained herein is not to be reproduced, except in full,
withoul prior authorization from this o{Ice. Under all circumstances, the information contained in this report is provided
subject to all terms and conditions of CTI's General Conditions in €ffect 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
[fi
[,,
n [I ru