HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-9-18
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Geoted1nica1 & Construction Servires
Compressive Strength of Concrete
(ASTM C 39)
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CLIENT
Mr. John Hammer
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
PROJECT
Aramark Buildin9
1210 40th Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
09-19-08
2087123
6000
B.P. NO. CCbM.200_8-002~5
DATE CAST 08-22_08 CAST BY A. Fenstermacher DATE RECEIVED 08-23-08
STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4ft x 81t
STRENGTH PLACED 3500 psi SACKS SUPPLIER Knife River
PRODUCT CODE 35-IV CEMENT MAX SIZE AGG, 3/4"
ADDITIVES VMAR AIR CONTENT
LOAD NO. 1 TICKET NO, 3222651 SLUMP 51/2"
CONCRETE TEMP 70" F YARDAGE 10.75 OF 10,75 TIME 10:10AM
AIR TEMP 69" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION North loading dock wall, two (2) retaining walls,at west side,
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBSI LOAD (LBS) STRENGTHtPStl (PSI) TEST FRACTURE-
08-29-08 7 12,56 8,1 35700 2840 8:00 AM 6
09-19-08 28 12,62 8,1 52100 4130 8:10AM 5
09-19-08 28 12,62 8,1 51200 4060 4095 8:15AM 2
Hold
."1 - End Cones 2 - Cone/Splil 3 - Columnar 4 - Diagonal 5 - Side (lop and bottom) 6 - Side (lop or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results,
Reviewed By:
/1t .~,~
Michael L. Meyer I'
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed test data. is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein'shalf not be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization.
7fiJ NN Come/) Avenue' Cavalis, O"egon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirpatRoad' Eugere, O"egon 97402, p/1one(541)684-J849' fax (541)684-3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
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1I.'""",',1IO"~1111J,1l"11ot Geotechnical & ConsIruclion SeNices
Page 1 of 1
Report of Inspection Services
Welding/High-Strength Bolting
Client: Mr, John Hammer
Irish Glen, LLC
, P,O, Box 2266
Eugene, Oregon 97402
Project:
Aramark Building
1210 40'h Street
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
10 No.:
09-1 5-08
2087123
E-21207
C, Walpolel K. Green
01040131
AWS CWI
Field: 0
Inside
[COM2008:9Q235! '
Inspection of:
Fabricator or Erector:
Contractor:
Welding
Ordell Construction
Ordell Construction
Shop: '"
Weather:
BPNo.:
Arrived on-site to perform visual 'inspection of root passes on flare bevel grooye welds for rod to plate
connection per transmittal from engineer and detail P on A5, Note: final visual to be done in the field. .
To the'best of our knowledge, the work in progress is in conformance with drawings dated 09-12-08 and
applicable AWS D1,1 ,code, except if noted above,
Reviewed By:
11.~~
Michael L.' Mt/r
Technicai Manger
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
City of Springfield
MLM:sc
This reportand/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
. thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
750 NW Cornell Avenue. Corvallis, Oregon 97330 ' phone (541) 757-4698 ' fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402, phone (541) 684-3849 'fax(541)684-3851
63050 Corporate Place, Suite 2' Bend, Oregon 97701 'phone (541 )"382-4844' fax (541) 382-4846
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Geotechnical & Cons1rudion Services
Compressive Strength of Concrete
(ASTM C 39)
'11a.'lmef:'''lm'''~~'lill~.I~l.
CLIENT
Mr. John Hammer .
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
PROJECT Aramark Buildin9
1210 40lh Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO. ,
09-12-08
2087123
6009
B;P. NO. @OM2008-00235:
DATE CAST 09-05-08 CAST BY A. Fenstermacher DATE RECEIVED 09-06-08
STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 3500 psi SACKS ' SUPPLIER ESG
PRODUCT CODE 313568 CEMENT MAX SIZE AGG, 3/4"
ADDITIVES VMA AIR CONTENT
LOAD NO. 5 TICKET NO. 58004742 SLUMP 41/4"
CONCRETE TEMP 74" F YARDAGE 11,0 OF 96,0 TIME 7:40 AM
AIR TEMP 56" F WEATHER 'Clear SPECIMEN STORAGE ASTM C31
POUR LOCATION Interior slab on grade' pour back except at northwest comer,
LOAD 5 SAMPLED East side, approximately 20' north of south end,
TEST
DATE
09-12-08
, 10-03-08
10-03-08
Hold
AGE
(DAYS)
7
28
28
AREA
. (IN'l
,12,56
WEIGHT
(LBS)
8,6
TOTAL
LOAD (LBS)
32200
COMPRESSIVE
STRENGTH (PSn
2560
AVERAGE
STRENGTH
(PSn
TIME OF
TEST
7:50 AM
TYPE OF
FRACTURE-
6
1
I
*"1 - End Cones
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell) was advised of on-site test results,
Reviewed By:
1A.'t:.~
Michael L, MMr
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the cli~nt to whoni it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be' disclosed without FEI Testing & Inspection, Inc.'s written-aut,horization.
7fJJ t#J CanelI AVffil'e' Cavaiiis, QegJn 97330, phone (541) 757-4698' fax(541) 757-2991
29540 BAirpa1 Road, Eugene, QegJn 97402, phone (541) 684-3849 'fax(541)6B4.J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
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11~'II~lef;"I~~'W;'lllll\*I~I.
Sf
Geotechnical & Conslruclion Services
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr, John Hammer
Irish Glen, LLC
P,O, Box 2266 ,
Eugene, Oregon 97402
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
, ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
PROJECT 'Aramark Building
1210 40.h Street
Springfield, Oregon
B.P. NO, [fOM2008-00235,
CAST BY
R. Marjama
08-15-08
3000 psi
3500 psi
313565
Air
1 TICKET NO. 60006371
82" F YARDAGE 10,25 OF 24,0
81" F WEATHER Clear
Retaining wall footings on north and west sides of building,
SACKS
CEMENT
LOAD 1 SAMPLED
North retaining wall footing,
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSI)
08-22-08 7 12,62 8,6 41700 3300
09-12-08 28 12,56 8,6 64000 5100
09-12-08 28 12,56 8,6 64800 5160
Hold
"*1 - End Cones
2 - Cone/Split
DATE
PROJECT NO,
REPORT NO.
'09-12-08
2087123
5996
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
, (PSI)
TIME OF
TEST
I' 7:55 AM
I 8:10AM
I 8:15AM
I
5130
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results..
Reviewed By:
~~~: CU-
Technical Manager
c: Ordell Construction - (email)
Robert shilW Architect- (email)
Eugene Sand and Gravel
City of Springfieid .
MLM:sc
08-16-08
4" X 8"
ESG
3/4"
23/4"
11:20AM
ASTM C31
TYPE OF
FRACTURE-
6
6,
6
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testi~g & Inspectipn, Inc.'s written authorization.
750 t#J Cornell Avenue' Cav.3llis, Oregon 97330, phone (541 ) 757-4698, fax (541) 757-2991
29540 B Airport Road ' Eugene, Oregon 97402 ' p/1a1e (541) 684J849 ,fax (541) 684-3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ,fax (541) 382-4846
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Page 1 of 1
11:'A.'mlrt:4I1~..';ll'II'h''fJiLI
Geotechnical & Construction Servires
Daily Field Report
Client:
Mr. John Hammer'
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
09-05-08
2087123
E-21107
A. Fenstermacher
2528882-49
Inspection of: Reinforced Concrete
Contractor: Ordell Construction
Weather: Clear
BP No.: L COM2008,00235,-)
Continuous Inspection: 0
Periodic Inspection: 0
Performed inspection on the reinforcing steel for interior slab ongrade perimeter pour
back strip, except for near northwest corner. Reinforcing steel was checked for size,
grade, laps, quantities, locations, ties, clearance and supports,
Observed the placement of 96 culyds, of Eugene Sand and Gravel 3500 psi concrete
(Mix 313568) into areas noted above, Concrete was placed ,by pump and' was
mechanically consolidated, Cast one (1) set of four (4) 4" x 8" concrete test cylinders,
Andy Nichols (Ordell) was notified of on-site test results: slump 4 1/4", concrete'
temperature 74F; air temperature 56F,
Mr. Nichols was asked to notify our office when additional services are needed,
To the best of our knowledge, the work inspected was in accordance with pians dated
06-07-08 and applicable workmanship provisions, of the I.B,C" except if noted above,
Reviewed By:
fh,Y:'~
Michael L.v Me$ -
Technical Manager
c: Ordell Construction - (email)
. Robert Shaw Architect - (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspe~tion, Inc.'s written authorization.
7m rm CaneII Avenue' CavaIIis, Clre!P19733J' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road ' Eugene, Oegon 97402 ' phone (541) 684-J849 ,fax (541) 684J851
63050, Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
jJ
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Page 1 of 1
.'~'*I~ll'lt,.Il'.'~lIlltli_
Ccvtc..:: ,nicaI & Construdion Services
Daily Field Report
Client:
Mr. John Hammer'
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
Project: Aramark Building
121 0 40th Street
Springfield, Oregon
Date:
Project No,:
Report No.:
Inspector:
10 No.:
09-03-08
2087123
E-21 053
R. Marjama
5235029-49
ICC
Inspection of: Epoxy Anchors
Contractor: Ordell Construction
Weather: Clear " _
BP No.:' C 90M2008-00235=)
Continuous Inspection: 0
Periodic Inspection: Ii'!
Performed continuous inspection during installation of one hundred twenty-six (126)
7/8" x 11" all thread' anchors securing wall hold down brackets to continuous footings
on line A, from 1 to 5: on 1 from A to L and on L from 1 to 4, Predrilled holes were
cleaned using compressed air and a brush, Verified minimum 9" embedment depth,
Anchors were secured using Simpson SET22 epoxy (expiration date 03-31-10 and 05-
31-10), Anchors to be left undisturbed until epoxy has set.
Andy Nichols (Ordell Construction) was asked to notify our office when additional
services are needed.
. To the best of our knowledge, the work inspected was in accordance with plans dated
. 06-07-08 and'applicable workmanship provisions of the I.B,C" except if noted aboye,
Reviewed By:
f3a~:(!:;r-
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)'
City of S[!ringfield
MLM:sc
This report and/or enclosed test data is theconfidenti,al,property of the client to. whom it is addressed and pertains to. the specific
process and/or material evaluated. As such, information contained' herein shall not be reproduced in part or full and/or any part
. thereof be,discl?sed without FEI Testing & Inspection, Inc:'s wrjtte~ ~uthOrization.
7fJJ WI ComeIIAvenue' CavaIIiS, Oegon 97330, phone (541 ) 757-4698' tax(541) 757-2991
29540 BAirport ROad. Eugene, 0relP197402' phone (541)684J849 , fax (541)684{J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541 )382-4844 ' fax (541) 382-4846
.~
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Page 1 of 1
1I:lo'lItIN..I~.':;;'llmdlIWII G::.v~ u ~& Constructbn Services
Report of Inspection Services
Welding/Hiah-Strenath Boltina , '
Client: Mr. John Hammer'
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40lh Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
ID,No.:
09-02-08
2087123
E-21 048
C, Walpole
5114210-85
ICC
Field: 0"
Clear
LcoM200~0.?~5)
Inspection of:
Fabricator or Erector:
Contractor:
HSBlWelding
Ordell Construction
Ordell Construction
Shop: 0
Weather:
BPNo.:
Arrived on site to verify that the A325 high strength bolts were brought into tension, Checked 10% of the
bolts at each beam to beam and beam to wall connection between lines 1 and 9, from A to L using a
calibrated torque wrench set at previously established job torque values,
Aiso, while on site performed visual inspection of panel to footing (N/A-5), panel to panel (A1A-4), and
corner connections (B/A-4) between lines 1 and 9 from A to L Completed welds were checked for size,
length, profile and location, Note: the following connections were not completed: panel to footing
on line 9, from A to B; panel to panel near 9/B and corner connection at line U9.
Andy (Ordell) was notified of the Items noted above and was asked 10 notify our office when additional
services are needed,
To the best of our knowledge, the work checked is in conformance with drawings dated 06-07-08 and
applicable AWS Dl,l code, except if noted above,
Reviewed By',
ft. '1i.~~
Michael L~ Mey:tr ~
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (em ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the-confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As su~h) information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Te~tjng & Inspecti~n, Inc.'s written authorization.
750 NW Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698 'fax(541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402 "phone (541) ZSc-3319' fax (541) 684-3851
63050 Corporate Place, Suite 2, Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846
S5
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~yrtl
Geotechnical & Cons1ruclion Services
. Compressive Strength of Concrete
(ASTM C 39) ,
11~'"mW;"Un.'~;""lmllm"
CLIENT
Mr, John Hammer'
I.rish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
PROJECT
Aramark Building
1210 40th Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
, 08-29-08
2087123
6000
B.P.NO.
C;OM2008-0023,5
DATE CAST 08-22-08 CAST BY A. Fenstermacher DATE RECEIVED 08-23-08
STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 3500 psi SACKS SUPPLIER Knife River
PRODUCT CODE 35-IV ' CEMENT 'MAX SIZE AGG, 3/4"
ADDITIVES VMAR AIR CONTENT
, ,~OAD NO. 1 TICKET NO. 3222651 SLUMP 51/2"
CONCRETE TEMP 70" F YARDAGE 10,75 OF 10,75 TIME 10:10AM
AIR TEMP 69" F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Norih loading dock wall, two (2) retaining walls at west side,
AVERAGE
TEST AGE AREA WEtGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN,') (LBSI LOAD (LBSI STRENGTH (PSI) (PSn TEST FRACTURE-
08-29-08 7 12,56 8,1 35700 2840 8:00 AM 6 I
09-19-08 28
09-19-08 28 I I
Hoid I I
**1 - End Cones
2 - ConelSplit
3 - Columnar
. 4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results,
Reviewed By:
t:a~'1~
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/orenclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall notbe reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.,
750 twV ComeIIAvenue' Cavallis, CXegm 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAiIpOrtRoad' Eugene, CXegm 97402, phone(541)~' fax (541 )684-3851
63050 Cu,~v'a~c Place, Suite 2 'Bend, Oregon 97701 'phone(541) 382-4844, fax (541) 382-4846
,
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,
55
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Page 1 of 1
11~'lllInt;4I~.'~allllljllm!l
GcuU:..,; " ,icaI & Construclion Services
Daily Field Report
Client: Mr, John Hammer Project: Aramark Building Date: 08-29-08
Irish Glen, LLC 1210 40th Street Project No.: 2087123
P,O, Box 2266 Springfield, Oregon Report No.: E-21045
Eugene, Oregon 97402 Inspector: R. Marjama
ID No,; 5235029-49
ICC
Inspection of: Epoxy Anchors Weather: Clear' Continuous Inspection: 0
Contractor: Ordell Construction BPNo,: tQM...2008c00235 Periodic Inspection: 0
Performed continuous inspection during installation of sixty '(60) 5/8", x 7" all thread
anchors securing roof ledger to south wall of building and thirteen (13) of the same on
north wall to replace temporary screw in anchors, Predrilled hoies were cleaned using
compressed air and a brush, Verified 5" minimum embedment depth, Anchors were
secured using Simpson SET22 epoxy (expiration date 03-31-10), Anchors are to be
left undisturbed until epoxy has set.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-07-08, EOR email dated 06-01"08 and applicable workmanship provisions of the
I.B,C" except if noted above,
Reviewed By:
/h ,/f /Ju;.
Michael L. Meye(l
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
City of Springfield '
MLM:sc
This report and/or enClosed test data is the confidential property of the client to whom iris addressed and pertains to the specific '
process and/or material evaluated. As such, information contained herein'shall not be reproduced in-part or full,andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc:'s written authorization. '
700 NVV ComeIIAvenue' CavaIIis, CJregx197330' phme(541) 757-4698' fax (541) 757-2991
, 29540 BAirportRoad' Eugene, Oregon 97402 'phme(541)684.1849 'fax(541)684-3851
63000 Corporate Place, Suite 2, Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
SF~I
11~'II/lrf;41~~'~;.1I11ll_
YS
Geotemnical& Construclioo Sel\lices
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
DATE
PROJECT NO.
REPORT NO:
08-29-08
2087123
5984
Mr. Johri Hammer
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
Aramark Building
1210 40'h Street
Springfield, Oregon
- . -.- )
COM2008-00235 .j
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 10 SAMPLED
B,P. NO,
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP 4"
135,75 TIME 7:00 AM
4 cyl: ASTM C31
610 F WEATHER Overcast . SPECIMEN STORAGE 2 cyl: field cure
Wall Panels 17, 20 thru 24, 27, 28, Covered loading dock slab on grade, Footing along line L from 1,5 to
2,5,
08-01-08
3500 psi
4000 psi
314068
POll-80
10
740 F
CAST BY
08-02-08
4" x 8"
ESG
3/4"
R. Marjama
SACKS
CEMENT
TICKET NO,
YARDAGE
58004084
10,25. OF
Wall Panel 17
AVERAGE
TEST AGE AREA WEIGHT TOTAl COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.'l (LBS) LOAD (LBS) , STRENGTH (PSn (PSI) .TEST FRACTURE~
I 08-08-08 HC 12.56 8,7, 45800 3650 8:35 AM 6
I 08-29-08 28 LC 12.56 8,7, 71400 5680 8:10AM 6
I 08-29'08 28 LC 12.56 8,7 66300 5280 5480 8:15AM 6
I Hold
I 08-06-08 5 FC 12,50 8S 41200 3300 12:10 PM 6
I 08-08-08 7 FC 12,56 8,6 45100 3590 8:30 AM 6
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results,
FC: Field Cure
LC: Lab Cure.
Reviewed By:
p7.<-;(.~
Michael L. ~eye(J , .
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (emall)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection, Inc.'s written authorization.
7m NN Cornell Avenue' CavaIIis, O"e(pn 97330, phooe (541) 757-4698, fax(541) 757-2991
29540 BAirport Road, Eugene, O"e(pn 97402' phone (541)684J849 'fax(541}684-3851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 'phone (541) 3824844 '.fax (541) 382-4846
&fEt
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11:"II~II'i:'dlf~'~~'IIII~liIlnw
Gcv~ ,,1ica1 & Construclion Servires
Compressive Strength of Concrete
(ASTM C 39)
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG, .
AIR CONTENT
SLUMP 33/4"
135,75 TIME 5:40 AM
4 cyl: ASTM C31
59" F WEATHER Overcast SPECIMEN STORAGE 2 cyl: field cure
Wall Panels 17, 20 thru 24, 27, 28, Covered loading dock slab on grade, Footing along line L from 1,5 to
2,5,
CLIENT
Mr. John Hammer
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
DATE CAST,
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
08-01-08
3500 psi
4000 psi
314068
POll-80
3
76" F
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
Wall Panel 23'
PROJECT Aramark Building
1210 40lh Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO,
08~29-08
2087123
5983
B,P. NO. 'c..COM2008-0023.5,)
CAST BY
08-02-08
R. Marjama
4" xB"
SACKS
CEMENT
ESG
3/4"
TICKET NO.
YARDAGE
58004077
10,25 OF
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBSl STRENGTH (PSI) (PSI) TEST FRACTURE-
, 08-08-08 7LC 12,56 '8,7 47600 I 3790 8:25 AM 6 I
08-29-08 28'LC 12,56 8.7 70900 5640 8 :20 AM 6 I
08-29-08 28LC 12,56 8,7 68800 5480 5560 8:25 AM 4 I
Hold I
08-06-08 5 FC 12,50 8.4 37900 3030 12:05 PM 6 I
08-08-08 7 FC 12,56 8,5 44400 3540 8:20 AM 6 I
*"1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) 6 - Side (top or" bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results,
FC: Field Cure
LC: Lab Cure
Reviewed By:
/h.'/~
Michael L. M:ye{.J
Technical Manager
c: Ordell Construction - (emall)
Robert Shaw Architect - (email)
EUgene Sand and Gravel
City of Springfield '
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fIJ rm CaneII Avenue' CorvaIiis, Oregm 97330, phone (541)757-4698 'fax(541) 757-2991
29540 B Air\XJrt Road ' Eugene, Oregm 97402 ' phone (541) 684-3849 ,fax (541) 684-3851
63050 Corporate Place, Su~e 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541 ) 382-4846
,
~
~......~
~yrt.
Geotedlnical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
11:"llfjrt:4lt~':'~'llfJf.IH"
CLIENT
Mr. John Hammer
Irish Glen, LLC
P,O, Box 2266
Eugene, Oregon 97402
PROJECT
Aramark Building
1210 40th Street
Springfield, Oregon
DATE
PROJECT NO,
REPORT NO.
, 08-29-08
2087123
6000
B.P. NO. ~COM~008-00235
DATE CAST 08-22-08 CAST BY A, Fenstermacher DATE RECEIVED 08-23-08
STRENGTH REQUIRED 3500 psi SPECIMEN SIZE 4"x8"
STRENGTH PLACED 3500 psi SACKS SUPPLIER Knife River
PRODUCT CODE 35-IV CEMENT MAX SIZE AGG, 3/4"
ADDITIVES VMAR AIR CONTENT
LOAD NO. 1 TICKET NO. 3222651 SLUMP 51/2"
CONCRETE TEMP 70" F YARDAGE 10,75 OF 10,75 TIME 10:10AM
AIR TEMP 69" F 'WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION North loading dock wail, two (2) retaining wails at west side,
AVERAGE
TEST AGE AREA WEtGHT TOTAL COMPRESStVE STRENGTH TIME OF TYPE OF
DATE (DAYSI (IN.') (LBSI LOAD (LBSl STRENGTH (PSIl (PSIl TEST FRACTU'RE-
08-29-08 7 12,56 8,1 35700 2840 8:00 AM 6 I
09'19-08 28 I 1
09-19-08 28 I I I
Hold I I
H1 _ End Cones
2 - Cone/Split
3..;. Columnar
"4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordeil Construction) was advised of on-site test results,
Reviewed By:
t3a~~~
Technical Manager
c: Ordeil Construction - (email)
Robert Shaw Architect- (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
p-rocess and/or material evaluated. As such, information contained herein shalt not be reproduced in part or full and/or any part
t!'1ereof ~e disclosed Without FEI Testing & Inspection, Inc.'s written authorization.
7m rwv CanelIAvenue' Corvallis, Oregm 97330, phone (541) 757-4698 'fax(541) 757-2991
29540 BAirpat Rood' Eugene, Oregm 97402' phone (541) 684-3849 . fax (541) 684J851
63050 Corporate Place, Suite 2 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
sr
~""J
kY......,..
. ...
Page 1 of 1
11:"llflrt.I~~':t:al(IJ~_
Geotechnical & Construcfun 5ervices .
Daily Field Report
Client:
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:.
08-26-08
2087123
E-20996
A Fenstermacher
5258882-49
Inspection of: Epoxy Anchors
Contractor: Ordell Construction
Weather: Clear ,.
BP No.: CCOM2008,00235 .'
Continuous Inspection: 0
Periodic Inspection: iii
Performed continuous inspection during the installation of epoxy anchors as follows:
Sixty-nine (69 7/8" x 11" vertical all thread, east side of building
Sixty-five (65) 7/8" x 11" vertical all thread, north side of building
Fifty-four (54) 7/8" x 11" vertical all thread, west side of building
Forty-seven (47) 5/8" x 7" vertical all thread, north side of buiiding
Vertical 7/8" anchors were installed into perimeter footing for tilt-up wall connection
plate. Verified minimum embedment of 9". Horizontai 5/8" anchors were installed into
tilt-up wali for purlin/panel connection. Verified minimum embedment of 5". Prior to
installation, the predrilled holes were cleaned with compressed air and a brush.
Anchors were secured with Simpson Set 22 (ICC-ES ESR-1772, expiration date 10-31-
. 09). Jeff (Ordell) stated that nuts would be tightened after epoxy has cured.
Jeff was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with engineer's
email dated 05-30-2008, plans dated 06-07-08 and applicable workmanship provisions
of the I.B.C., except if noted above. .
Reviewed By:
Ih.%~~'
Michael L."Me-y# -
Technical Manager
RECEIVED
SEP 11 Z008
c: Ordell Construction - (em ail)
Robert Shaw Architect - (email) .
City of Springfield.
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pe"rtains to the specific
process and/or' material evaluated. As such, information contained herein s~all not be reproduced.in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7fIJ t-NV Cornell Avenue' CovaIIis, Oregon 97330, phone (541) 757-4698 . fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402, phone (541)684-3849' fax(541)lJ8.1;3851
63050 Corporate P1aoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 3824846
~P"l
.~rt
~
GeolOO1nical ~ Constiucfun Servires
Compressive Strength of Concrete
(ASTM C 39) .
11a.'II~I"."m.,wa"III~liIlillM
CLIENT Mr. John Hammer
Irish Glen, LLC
. P.O. Box 2266
Eugene, Oregon 97402
PROJECT
Aramark Building
121 0 40~ Street
Sprin9field, Oregon
B.P. NO.
(-COM2008-00235
'--- --,
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP .
AIR TEMP
POUR LOCATION
07-25-08
3500 psi
4000 psi
314068
CAST BY
A. Fenstermacher
SACKS
CEMENT
3 TICKET NO. 58003949
73" F YARDAGE .10.25 OF 185.0
.5r F WEATHER Clear
Tilt-up panel numbers 5, 6,.13thru 16, 18, 19,25 and 26
LOAD 3 SAMPLED
From left side, as cast of panel 15
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBin LOAD (LBSl STRENGTH (PSIl
08-01-08 7 12.56 8.6 45300 3610
08-22-08 28 12.62 8.6 72200 5720
08-22-08 28 12.62 8.7 69800 5530
Hold
DATE
PROJECT NO.
REPORT NO.
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMp.
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
9:30 AM
8:10AM
8:15AM
5625
08-22-08
2087123
5977
07-26-08
4". x 8"
ESG
3/4"
41/4"
5 :30 AM
ASTM C31
TYPE OF
FRACTURE-
6
1
1
**1' - End Cones
2 - Cone/Split
3- Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
Reviewed By:
;1J. ~/4
Michael L. Meyjl
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Sprin9field
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom iUs addressed and pertains to the specific
process and/or matelial evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without-FEl Testing ~ Inspection, lnc.'s written authorization.
7:fJ NW Canell Avenue' CavaDis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Rood . Eugene, Oregon 97402' phone (541)684,'3849' fax (541) 68<h3851
63050 Corporate Place, Su~e2' Bend, Oregon 97701 . phone (541)382-4844'fax (541)382-4846
'~Fi'
11a.'II~let:41I~Il.':I~81III1I_
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 9 SAMPLED
<6"
. Geotechnical & Construcfun Servi=
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Aramark Building
1210 40th Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
08-22-08
2087123
5978
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
B.P.NO.
:COM2008-00235
DATE RECEIVED
. SPECIMEN SIZE
SUPPLIER
M.AX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
07~26"08
4" x8"
ESG
3/4"
51/4"
6:30 AM
ASTM C31
07-25-08
3500 psi
4000 psi
314068
CAST BY
A. Fenstermacher
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN') (LBSI LOAD (LBSI STRENGTH (PSIl (PSIl TEST FRACTURE"
08-01-08 7 '12.56 I 8.7 47800 3810 9:35 AM 6
08-22-08 28 12.62 I .8.6 72100' 5710 8:20 AM 6
08-22-08 28 12.62 8.7 .69000 5470 5590 I 8:25 AM 6
Hold I I
**1 - End Cones
SACKS
CEMENT
9 TICKET NO. 58003958
72" F YARDAGE 10.0 OF 185.0
56" F WEATHER Clear
Tilt"up panel numbers 5, 6,13 thru 16, 18, 19,25 and 26
From top of panel 26
2 ....:. Cone/Split
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
Reviewed By:
;1J.';(,~
Michael L. M.t,(,;
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel .
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom iUs addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced, in part or full and/or any part
thereof be disclosed \l\lithout FE' Testing & Inspection, lnc.'s YJlitten authorization.
7Ei! NoN Cane! Avenue' OJrvaUis, Oregon 97330, phone (541) 757-4698, fax (541) 757.2991
29540 B Airport Road . Eugene, Oregon 97402, phone (541) fl8<h3849 . fax (541 )68'h"l851
630fIJ Coiporate Plaoe, Su~e 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
~fE'
11~11~ltf;.II\..'~;'IIIJ~tlm.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
q{
Geotechnical & Construc1bn Servires
. Compressive Strength of Concrete
(ASTM C 39) .
PROJECT Aramark Building
1210 40th Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
TEST AGE AREA
DATE (DAYSl. (IN.'l
I 08-22-08 7 12.62
.[ 09-12-08 28
I 09-12-08 28
I Hold
**1 ~ End Cones 2 - Cone/Split
B.P. NO. [CQM2008-00235
CAST BY
R. Ma~ama
DATE RECEIVED
. SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
08-15-08
3000 psi
3500 psi
313565
Air
1 TICKET NO. 60006371
82" F YARDAGE 10.25 OF 24.0
81" F WEATHER Clear
Retaining wall footings on north and west sides of building.
SACKS
CEMENT
North retaining. wall footing.
WEIGHT
(LBSl
8.6
TOTAL
LOAD fLBS)
41700
COMPRESSIVE
STRENGTH IPSIl
3300
AVERAGE
STRENGTH
fPSIl
TIME OF
TEST
7:55 AM
3 - Columnar
4"": Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
Reviewed By:
~a.::~
Technical Manager
C: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Sprin9field
MLM:sc
08-22-08
2087123
5996
08-16-08
4" x.s"
ESG
3/4"
23/4"
11:20AM
ASTM C31
TYPE OF
FRACTURE"
6
1
1
I
1
This report andlor enclosed test data is the confidential property of the client to whom it is addressed and pertains to the. specific
process and/or material evaluated. As such, infonnation contained herein.shall not be reproduced in part or full and/or any part
thereof be dj~Qsed without FEI Testing & Inspection, Inc.'s written authorization.
7ffJ NW ComeII Avenue' Corvallis, Oregon 97330 ' phone (541) 757-4698 : fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402 . phone (541) 684-3849 . fax(541)684-J851
63050 Corporate Place, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 3824846
v
S.ftJ
Page 1 of 1
11~'llmi;4m~'~1I1111~l!Im.
Geotechnical & Construdion Servires
Daily Field Report
Client:
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, Oregon
Date:
. Project No.:
Report No.:
Inspector:
10 No.:
08-22-08
2087123
E-20977
A. Fenstermacher
5258882-49
Inspection of: Reinforced Concrete
Contractor: Ordell Construction
Weather: Overcast
BP No.: ~6M2008-00235
Continuous Inspection: 0
Periodic Inspection: iii
Performed inspection on the reinforcing steel for north loading deck wall and two (2)
retaining walls on west side: Reinforcing steel was checked for size, .grade, laps,
quantities, locations, ties, clearance and supports.
Observed the placement of 10.75 cu/yds. of Knife River 3500 psi concrete (Mix 35-IV)
into areas notes above. Concrete was placed by pump and was mechanically
consolidated. Cast one (1) set of four (4) 4 x 8 concrete test cylinders. Notified Andy
Nichols (Ordell) of on-site results: slump 5 1/2"; concrete temperature 70'; air
temperature 69'.
Mr. Nichois was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans. dated
02-19-08 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
/J1.{,~
Michael L'Me/rJ .
Technical Manager
c: Ordell Construction - (em ail)
Robert Shaw Architect - (em ail)
City of Springfield
MLM:sc
This report and/or enclosed test data is the.confidential property of the client to whom it is ~ddressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
7fIJ t-NV ComeiI Avenue' CorvaDis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684J851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
~Pi')
1I~''''''';.'''l~l'lLt''.lll!lt Geotechnical & Construcfun Servioas
~
Page 1 of 1
Report Qf Inspection Services
Weldjn~/High-StrenQth BoltinQ
Client: Mr. John Hammer
.Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
Inspection of:
Fabricator or Erector:
Contractor:
. .
Welding and HSB
Ordell Construction
Ordell Construction
. Shop: 0
Weather:
BPNo.:
,
\.
,
08-21-08
2087123
E-2096.6
L. Postler/K. Green
06120541
AWS CWI
Field: iii
Clear
,COM2008'00235 .
~.
Arrived on site to establish job torque values for the 3/4" x 2",3/4" x 21/4",3/4" x 21/2",314" x 3", 1" x 3"
and 1" x 3 1/2" A325 high strength bolts. Three (3) bolts of each size and length were installed and
tightened with a calibrated torque wrench in a Skidmore- Wilhelm tension indicator.. Job torque values
were established as follows: 3/4" bolts- 325 ftIlbs. (28 kips + 5%); 1" bolts- 810 ftIlbs (51 kips + 5%)
Also, performed visual inspection of weld plate to embed connections and shear plate to weld plate
connections on the east and west walls. Completed welds were checked for size, length, profile and
iocation.
Dale (MBSI) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with VP Building drawings dated 07-
29-08, transmittal from Engineerdated 08-15-08, applicable AWS 01.1 and AISC manual, except if noted
above.
Reviewed By:
(JJ.-;(~
Michael L. Mey(r) -
Technicai Manager
c' Ordell Construction - (em ail)
Robert Shaw Architect - (em ail)
City of Springfield
MLM: sc
....
RECE\\lEO
. SEP 0 2 1008
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or'material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750NW ComellAvenue' Corvallis, Oregon 97330, phone (541)757-4698' fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402' phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
(+).. ....... .... .)
.r'"
..
.1:a.'II~I~~.IIIo'llla'lltll'lbm"
Cf,
G6v~ " ,icaI & Conslrudion ServireS
Compressive Strength of Concrete
(AsTM C 39)
Mr. John Hammer
Irish Glen, LtC
P.O. Box 2266
Eugene, Oregon 97402
PROJECT Aramark Building
121 0 40~ Street
Springfield, Oregon
DATE
PROJECT NO.
. REPORT NO.
08-20-08
2087123
5972
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 12 SAMPLED
B.P. NO. 'SQM20q,8-00235
07-23-08
3500 psi
4000 psi
314068
CAST BY
A. Fenstermacher
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
07-24-08
4"x8"
ESG
3/4"
SACKS
CEMENT
12 TICKET NO. 60005581
700 F YARDAGE 10.0 OF 180.5
5r F WEATHER Overcast
Tilt-up panel numbers 1 thru 4 and 7 thru 12.
43/4"
7:15AM
ASTM C31
From right side as cast, of panel 3.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIM E OF TYPE OF
DATE (DAYS) (IN.'\ (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE"
07-30-08 7 12.50 8.6 43000 3440 8:00 AM 6 I
08-20-08 28 12.56 8.6 71600 5700. 10:50 AM 1 1
08-20-08 28 I 12.56 . 8.6 71300 5680 5690. 10:55 AM 6 I
Hold I ,.
**1- End Cones 2 - Cone/Split 3 -:- Columnar 4 - Diagonal . 5 - Side (top and bottom) 6 - Side (top or bottom)
REMARKS: Andy Nichois (Ordell Construction) was advised of on-site test results.
Reviewed By:
(h.<-;<,~
Michael L. Meyer .
Technic131 Manager
c: Ordell Constructi9n - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravei
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the cli~nt to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, lnc.'s written authorization.
7m twV CaneIIAvenue' Cavailis, Qegm 97330: phone (541) 757-4698. fax (541) 757-2991
29540 B Airport.Road . Eugene, Oregon 97402 . phone (541)684J849 . fax (541 )684-3851
630sg,yorporate Plaoe, Surte 2 . Bend, Oregon 97701 : phone (541) 382-4844 . fax (541) 382-4846
~pp~
~yrtJ
11a.'IUlrt;.ln,'~~'IIII~IIItl."
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 4 SAMPLED
'if
Geoled1nicaJ & CrosIrucIion Servioes
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Aramark Building
1210 40lh Street
Sprin9field, Oregon
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
B.P.NO.
~008-00235
07-23_08
3500 psi
4000 psi
314068
CAST BY
A. Fenstermacher
SACKS
CEMENT
4 TICKET NO. 60005568
740 F YARDAGE 10.25 'OF 180.5
540 F WEATHER Overcast
Tilt-up panel numbers 1 thru 4 and 7 thru 12.
From right side as cast, of panei 11.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS\ (IN.') (LBS\ LOAD (LBS) STRENGTH (PSI\
07-30-08 7 12.50 8.6 38100 3050
08-20-08 28 12.56 8.7 62700 4990
08-20-08 28 12.56 8.7 65500 5210
Hold
*"1 - End Cones
DATE
PROJECT NO.
REPORT NO.
08-20-08
2087123
5971
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLl!MP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:10AM
11:00AM
11:0SAM
5100
07-24-08
4"x8"
ESG
3/4"
51/2"
6:00 AM
ASTM C31
TYPE OF
FRACTURE-
6
4
6
2 - Cone/Split
3 - Columnar
4 - Diagon~1
5- Side (top and. bottom)
6 - Side (top orbottom)
REMARKS: Andy Nichols (Ordeil Construction) was advised of on-site test results.
Reviewed By:
(h. '-/(, i/;L..
Michael L. Meyer 0
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evalu~ted. As such, information contained herein shall not be reproduced in part Of full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s Written authorization.
7ffJ NN ComeII Avenue' Cavalis, Oregon 97330, phone (541 ) 757-4698 . fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
630ffJ Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 3824844 . fax (541) 382-4846
('5"
SF;J
Page 1 of 1
11~'IIII~;<<I~.'~a.'I('I~.w!II
Geotechnical & Construction Services
Daily Field Report
Client:
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project:
Aramark Building
1210 '40th Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
08-15-08
2087123
E-20901
R. Marjama
5235029-49
ICC
Inspection of: Reinforced Concrete
Contractor: Ordell Construction
Weather: Ciear ...
BP No.: CC(jt\!lf008,00235.
Continuous Inspection: 0
Periodic Inspection: iii
Performed final inspection of reinforcing steei for continuous footings for retaining walls
on north and west side of the building. Reinforcing steel was checked for grade, size,
lap, placement and clearance. Reinforcing steel was secured with tie-wire and
supported above grade.
Observed the placement of 24.0 cu.lyds. of Eugene Sand and Gravel 3500 psi, 3/4"
MSA concrete (Mix 313565) in areas listed above. Concrete was placed directly from
truck and was consolidated by mechanical vibration. Load 1 was sampled and one (1)
set of four (4) 4" x 8" compressive strength cylinders were cast. Concrete temperature:
82F, air temperature: 81 F slump: 2 3/4". Andy Nichols (Ordell Construction). was
notified of on-site test resuits.
Mr. Nichois was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-07-08 and applicable workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
/~."%Ik ~
Michael L.-Mea~
Technical Manager
c: Ordell Construction - (em ail)
Robert Shaw Architect - (email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pe'rtains to the specific
process andfor material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
. thereof be disclosed without FEI Testing & Inspection, Inc,'s written authorization.
7fIJ t-NV ComeI AvenUe' CovaIIis, Oregon 97330, pI10ne (541) 757-4098' fax(541) 757-2991
29540 BAirportRoad . Eugene, Oregon 97402, phone (541) 684-3849 . fax (541) 684J851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
'if
~r"~~
~...._J
"~"WIf;.Il,.m.nlJi.l!I. Geotechnical & Conslruc:fun Services .
Page 1 of 1
Report of Inspection Services
Weldina/Hi~h-Strength Bolting
Inspection of:
Fabricator or Erector:
Contractor:
Welding
MBSI.
Ordell Construction
Shop: 0
Weather:
BPNo.:
08-1 5-08
2087123
E-20899
L. Postierl K. Green
06120541
AWS CWI
Field:. iii
Clear
.. CO'M2008-00235
Client: .Mr. John Hammer
Irish Gien, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project:
Aramark Building
121 0 40'h Street
Springfield, Oregon
Date:
. Project No.:
Report No.:
Inspector:
IDNo.:
Arrived on site to perform visual Inspection of the 7/8" A325 threaded studs welded to embeds for roof
beam attachment at seven (7) locations on the east wall and seven (7) on the west. Completed welds
were checked for size, length, profile and location.
Dale (MBSI) was asked to notify our office when additional services are needed.
To the best of our knowledge, the work checked is in conformance with drawings dated 06-07-08,
transmittal from engineer dated 08-15-08 and applicable AWS 01.1 code, except if noted above.
Reviewed By:
/It .'-1.~
Michael ~. Mger .
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
City of Springfield
MLM'sc
This report and/or enclosed fest data is the confidential property of the client to whom it isa~dressed and pertains to the specific
process and/or material evaluated_ As such, information contained herein shall not be reproduced in part or full andfor any part
therepf be disclosed without FEI Testing & Inspection, Inc.'s written authori~tjon.
750 rem ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road' Eugene, Oregon 97402 . phone (541 ) 684-3849 . fax (541) 684-3851
63050 COrporate P1aoe:Suite2' Bend, Oregon 97701. phone (541) 382-4844 . faX (541) 382-4846
SFEI
rla.'II~IrJ.;"I~.,~~qllll~.O
<.-)
Geotechnical & Cons1rudion SeIVioos
Compressive Strength of Concrete
(ASTM C 39)
CLIENT
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
EUgene, Oregon 97402
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 10 SAMPLED
TEST AGE
DATE (DAYS)
I 08-08-08 7 LC
I 08-29-08 28 LC
I 08-29-08 28 LC
I Hold
I 08-06-08 5 FC
I 08-08-08 7 FC
**1 - End Cones
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG. .
AIR CONTENT
SLUMP 4"
135.75 TIME 7:00 AM
SPECIMEN STORAGE 4 cyl: ASTM C31
61' F WEATHER Overcast 2 cyl: field cure
Wall Panels 17, 20 thru 24, 27, 28. Covered loading dock slab on grade. Footing along line L from 1.5 to
2.5.
08-01-08
3500 psi
4000 psi
314068
POll-80
10
74' F
Wall Panel 17
AREA
(IN.')
12.56
12.50
12.56
2 - Cone/Split
WEIGHT
(LBS)
8.7
PROJECT
Aramark Building.
1210 40th Streef
Springfield, Oregon
08-08-08
2087123
5984
DATE
PROJECT NO.
REPORT NO.
B.p. NO. . COM2008-00235
CAST BY
08-02-08
R. Ma~ama
,
4" x8"
SACKS
CEMENT
ESG
3/4"
TICKET NO.
YARDAGE.
58004084
10.25 OF
TOTAl
LOAD (LBSl
45800
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTURE';"
6
TIME OF
TEST
8:35 AM
COMPRESSIVE
STRENGTH (PSn
3650
8.5
8.6
41200
45100
3300
3590
12:10PM
8:30 AM
6
6
3 - Columnar
4 ....: Diagonal
5 - Side (top and,bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
FC: Field Cure .
LC: Lab Cure
Reviewed By:
jJJ . ';(. /k.v,.----
Michael L. ~~y{l -:
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full, and/or any part
thereof be disclosed without FEI Testing & Inspection; Inc.'s written authorization.
7f'fJ tW CaneII Avenue' CorvaI6s, Oregon 97330, phme(541) 757-4698. fax (541) 757-2991
29540 BAirportRoad . Eugene, Oregon 97402 . phone (541)684.3849' fax (541) 684J851
630fIJ Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382484'k fax (541) 382-4846
~ftl
11~'II~lnf;"I~\~'~;'llm.I~I.
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
TEST AGE
DATE (DAYS)
I 08-08-08 . 7 LC
I 08-29-08 I 28 LC
I 08-29-08 28 LC
I Hold
I 08-06-08 ,5 FC
I 08-08-08 7 FC
**1 - End Cones
s.[
Geotechnical & Calstruction Services
Compressive Strength of Concrete
(ASTM C 39)
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP 3314"
135.75 TIME 5:40 AM
SPECIMEN STORAGE 4 cyl: ASTM C31
590 F WEATHER Overcast 2 cyl: field cure
Wall Panels 17, 20 thru 24, 27, 28. Covered loading dock slab on grade. Footing along iine L from 1.5 to
2.5.
PROJECT
Aramark Building
1210 40th Street
Springfield, Oregon. .
08-08-08
2087123
5983
Mr. John Hammer
Irish Gien, LLC
P.O. Box 2266
Eugene, Oregon 97402
DATE
PROJECT NO.
REPORT NO.
B.P. NO.
;COM2Q.o~-Q.0235
~ -' -~-
08-01-08
3500 psi
4000 psi
314068
POZZ -80
3
760 F
CAST BY
R. Marjama
SACKS
CEMENT
'-
TICKET NO.
YARDAGE
58004077
10.25 OF
Wall Panel 23
AREA
(IN.')
12.56
TOTAL
LOAD (LBS)
47600 I
I
I
COMPRESSIVE
STRENGTH (PSIl
3790
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
8:25 AM
WEIGHT
(LBS)
8:7
12.50
12.56
8.4
8.5
37900
44400
3030
3540
12:05 PM
8:20 AM
08-02-08
4" x8"
ESG
314"
TYPE OF
FRACTURE-
6
6
6
2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
, , .
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
. Fe: Field Cure
Le: Lab Cure
Reviewed By:
ih.~~
Michael L. ey
Technical Man er
. .
Ordell Construction - (email)
Robert ShawArchitect - (em ail) .
Eugene Sand and Gravel
City of Springfield
c:
MLM:sc
R€C .
4UG I €/V€D
31tl(}O
This report and/or enclosed test data is the confidential property of the client to whom it is.addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed. without FEI Testing & Inspection, Inc.'s written authorization.
750 WI ComeiI Avenue' CavalIis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road : Eugene, Oregon 97402 . phone (541) l38<hl849 . fax (541) 684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~PPJ
. ..7ft
11a.'lIflti;"lfll,~a.II'J~.I\II.
CLIENT
Sf
Geotechnical & Construction SeIvices
Compressive Strength of Concrete
(ASTM C 39)
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
PROJECT Aramark Buildin9
1210 40th Street
Springfield, Oregon
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 9 SAMPLED
B.P. NO. . is.OM2008-00235)
07-25-08
3500 psi
4000 psi
314068
CAST BY
A. Fenstermacher
DATE
PROJECT NO.
REPORT NO.
08-01-08
2087123
5978
SACKS
CEMENT
9 TICKET NO. 58003958
72" F YARDAGE 10.0 OF 185.0
56" F WEATHER Clear
Tilt-up panel numbers 5,6,13 thru'16, 18, 19, 25 and 26
From top of panel 26
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
07-26-08
4" x8"
ESG
3/4"
51/4"
6:30 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD (LBS) STRENGTH (PSIl (PSIl TEST FRACTURE~
I 08-01-08 7 12.56 8.7 47800 3810 9:35 AM 6
I 08-22-08 28
I 08-22-08 28
I Hold
*"1 - End Cones
2 - Cone/Split
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
3 - Columnar
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
Reviewed By:
/1.'t.~
MichaelL. MeU
Technical Manager
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
- City of Springfield
MLM:sc
This report and/or encloSed test data .is the confidential property of the client to wflom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not-be reproduced in part or full and/or any part
thereof be disclosed without FEt Testing & InspeCtion, Inc.'s written, authorization.
750 t-NV CaneD Avenue' CoIvaIiis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541)684-3849 . fax (541 )684.J851
630fIJ Corporate PlaCe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
.("W .....
~rtl
11~'II/lrt:4W.':i1'IIIJII.IHIlI
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES.
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
.-
TEST
DATE
08-01-08
08-22-08
08-22-08
Hold
AGE
(DAYS)
7
28
28
<;(
Geotechnical & Construcfun Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Aramark Building
121.0 40th Street
Springfield, Oregon
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Ore90n 97402
B.P. NO. iCOM2008-00235
~ .
07-25-08
3500 psi
4000 psi
314068
CAST BY
A. Fenstermacher
SACKS
CEMENT
3 TICKET NO. 58003949
730 F YARDAGE 10.25 OF 185.0
51' F WEATHER Clear
Tilt-up panel numbers 5, 6, 13 thfu 16, 18, 19, 25 and 26
From left side, as cast of panel 15
AREA
(IN.')
12.56
WEIGHT
(LBSI
8.6
TOTAL
LOAD (LBSI
45300
COMPRESSIVE
STREN'GTH (PSn
3610
DATE.
PR.OJECT NO.
REPORT NO.
08'01-08
2087123
.5977
DATE RECEIV~D
SPECIMEN SIZE
. SUPPLIER
MAX SIZE AGG. .
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
AVERAGE
STRENGTH
(PSn
TIME OF
TEST
9:30 AM
**1 - End Cones 2 - Cone/Split
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
REMARKS: Andy Nichols (Ordell Construction) was advised of on-site test results.
Reviewed By:
(h.;<. ~
Michael L. ~eyl1
Technical Manager
" OrdeU Construction - (email)
Robert Shaw Architect - (email)
Eugene Sand and Gravel
-City o! Springfield
c:
MLM:sc
07-26-08
4". x 8"
ESG
3/4"
41/4"
5:30 AM
ASTM C31
TYPE OF
FRACTURE~ .
6
RECE\\JEO
AUG 0 8 ZOOS
. This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7m rm C<:maI A'Jet1Ue. CavaJls, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991
29540 BAirport Road, Eugene, Oregon 97402, phone (541)684-3849' fax(541)684-J851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
S5
Sf"~1
,.
Page 1 of 1
11"'llflrt;"I~."~:'lltl~.lnlil
Geotechnical & ConstrucOOn Services
Daily Field Report
Client: .
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266 .
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
08-01'-08
2087123
E-20781
R. Marjama
5235029-49
ICC
Inspection of: Reinforced Concrete
Contractor: Ordeii Construction
Weather: Overcast
.-"'
BP No.: c..~0M2008-002~~_.'
Continuous Inspection: 0
Periodic Inspection: iii
Performed final inspection of reinforcing steel for tilt-up panel numbers 17, 20 thru 24,
27 and 28, covered loading dock slab on grade and footing along line L, from 1.5 to 2.5.
Reinforcing steel was checked for grade, size, lap, placement and clearance.
Reinforcing steel was secured with tie"wire and supported above grade or slab below,
as applicable. .
.Observed, the placement of 135.75 cu./yds. of Eugene Sand and Gravel 4000 psi
" . concrete (Mix 314068) in areas listed above. Concrete was placed by pump and was
consolidated by mechanical vibration. Loads 3 and 10 were sampled and one (1) set of
six (6) 4" x 8" compressive strength cylinders were cast from each (4 lab cure and 2
field cure). Andy Nichols (Ordell Construction) was notified of on-site test results.
Set 1
Slump - 3 3/4"
. Concrete Temperature - 76F
Air Temperature - 59F
'Set2
Slump - 4"
Concrete Temperature- 74F
Air Temperature - 61 F
Mr. Nichols was asked to notify our office when additional services 'are needed.
To the best of our knowledge, the work inspected was in accordance with plans dated
06-07-08 and applic~ble workmanship provisions of the I.B.C., except if noted above.
Reviewed By:
;h.~~
Michael L. ~eyeo-
Technical Manager
RECEIVED
AUG 0 8 2008
c:
Ordell Construction ~ (email)
Robert Shaw Architect - (em ail)
--City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
, process and/or material evaluated. As such, inforrytation contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FE! Testing & Inspection, Inco's written authorization.
7fIJ t-NV ComeIIAvenue' CavaIIis, Oregon 97330, phme(541) 757-4698' fax (541) 757-2991
29540 B Airport Road . Eugene, Oegon 97402 . phone (541)6I34J849' fax (541) 684J851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
>5
~~~.~
~..,..J
Page 1 of 1
11;"'lljlrt:"I~.'~;'.IIII~.I'll.
Geotechnical & Construdion Servires
Daily Field Report
Client:
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No..:
07-23-0"8
2087123
E-20687
A. Fenstermacher
5258882-49
ICC
Inspection of: Reinforced Concrete
Contractor: Ordeli Construction
Weather: Partly Cloudy
BP No.: CS:Oflll200a-00235 i
Continuous Inspection: 0
Periodic Inspection: iii
Performed final inspection on the reinforcing steei for tilt-up panel nos. 1 thru 4and 7
thru 12. A preliminary inspection was performed on 07-21-08 (ref.: FEI report no.
E20672). Note: #3 ties on panels 8 and 12 have been added. Also, performed
preliminary inspection on the reinforcing steel for tilt-up panel numbers 16, 18, 19, 25
and 26. Reinforcing steel was checked for size, grades, laps, quantities, locations, ties,
clearance and supports.. A final inspection will be performed prior to concrete .pOUL
Observed the placement of 180.5 cu.lyds. of Eugene Sand and Gravel 4000 psi (3500
psi required) concrete (Mix 314068) in areas listed above. Concrete was placed by
pump and was mechanically consolidated. Cast two (2) sets of four (4) 4" x 8" concrete
. test cylinders. Andy Nichols (Ordell Construction) was notified of on-site test results.
Set 1
Slump - 5 3/4"
Concrete Temperature - 74F
Air Temperature - 54F
Set 2
Slump - 4 3/4"
Concrete Temperature - 70F
Air Temperature - 57F
Mr. Nichols was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with revised plans
dated 06-07-08, Farwest Steel plans dated 05-09-08, Dayton Superior plans dated 06-
07-08 and applicable workmanship provisions of the I.B.C.; except if noted above.
Reviewed By:
(1, X'fPl--.
Michael L. Me
Technical Ma ager .
c:
Ordell Construction - (em ail)
. Robert Shaw Architect - (email)
- City of Springfield
RECEIVED
JUl 3 1 zona
MLM:jw
This report and/or enclosed test data is the,confidential property of the client to whom it is addressed,and'pertains to,the,specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 t-NV CaneII Avenue' Corvallis, Oregon 97330, phone (541 ) 757-4698. fax (541) 757-2991
29540 B Airport Road . Eugene, Qegon 97402 . phone (541)684-3849 . fax (541) 68<h3851
63050 Corporate Plaoe, Suite 2. Bend, Oregon 97701 . phone (541) 382-4844. fax (541) 382-4846
~~p.
~.Yl_J
11:il'II~lrl;'I~~'~~'lllll\.I~11l
>.5
Geotechnical & Construction SeIVires
Compressivl;! Strength of Concrete
(ASTM C 39)
Mr. John Hammer.
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
06-10-08
07-01-08
07-01-08 I
Hold I
AGE
(DAYS)
7
28
28
PROJECT
Aramark Building
1210 40th Street
Springfield, Oregon
DATE
PROJECT NO.
. REPORT NO.
06-10-08
2087123
5914
B.P.NO.
COM2008-00235
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
1 TICKET NO. 5802858 SLUMP 4"
69' F YARDAGE 10.25 OF 60.0 TIME 12:25 PM
61' F. WEATHER Overcast. SPECIMEN,STORAGE ASTM C31
Contiruous footing on line A,from 1 to 9, on'line 1, from A to L and on line 9, from A to l. Line 9 has
(2) pad footings within the continuous footing.
Near lines 1C.
06-03-08
3500 psi
3500 psi
313568
CAST BY
06-04-08
D. Delatte
4" x8f1"
SACKS
CEMENT
ESG
3/4"
AREA
(IN.')
12.56
COMPRESSIVE
STRENGTH (PSI)
2870
AVERAGE
STRENGTH
(PSI)
TYPE OF
FRACTURE-
S
WEIGHT
(LBS)
8.3
TIME OF
TEST
7:40AM
TOTAl
.LOAD (LBSl
36000
"1 - End Cones 2 - Cone/Split
Reviewed By:
/h.'i.~
Michaell. ~eyt/-
Technical Manager
3 - Columnar
4 - Diagonal
5 - Side (top and bottom)
6 - Side (top or bottom)
.' .
c: Ordell Construction ~ (email)
Robert Shaw Architect ~ (em ail)
Eugene Sand and Gravel
City of Springfield
MLM:jw
This report and/or enclosed test data is the confidential property of the client to Whom it is.addressed and. pertains to the specific
process and/or material evaluated. As such, information contained herein shall not be reproduced in part or full and/or, any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
7ffJ NN CcmeIIAvenue' Cavalls, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540BAirport'3ood' Eugene, Oregon 97402 . phone (541)684-J849 . fax (541) 6!l4,3851
630?O Corporate Plaoe, Su~e. 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
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Page 1 of 1
.1:"'llllrl;<ljI~~'liI~.It'I~.I~l"
Gov.,"; " ,Ca1 & Construtlbn Servires
Dally Field Report
Client:
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project: Aramark Building
1210 40th Street
Springfield, .oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
06-09-08
2087123
E-20297
D. Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Ordell Construction
Weather: Overcast
BP No.: CCOM2008-00235
Continuous Inspection: 0
Periodic Inspection: iii
Performed inspection on the reinforcing'steel in continuous perimeter footing on line L,
from 3 to 8 ahd 1 to 2 and five (5) interior pad footings on line G, from 2 to 6 (grid lines
are from contractor's print). Reinforcing steel was checked for grade, size, lap,
placement and clearance. Reinforcing steel was secured and supported above grade.
Interior pad footing anchor bolts were placed in templates.
Observed the placement of 35.5 cu.lyds. of Eugene Sand. and Gravel 3500 psi
concrete (Mix 313565) in areas listed above. Concrete was placed directly from the
truck and was mechanically consolidated. Cast one (1) set of four (4)4" x 8" concrete.
test cylinders from load 2. Andy Nichols (Ordell Construction) was notified of on-site
test results: slump 41/2"; concrete temperature 66F; air temperature 61 F.
To the best of our knowledge, the work inspected was in accordance with revised plans.
dated 04-15-08 and applicable workmanship provisions of the I.B.C., except if noted .'
above.
Reviewed By:
11'7'~
Michael L. M~~
Technical Manager
c: Ordell Construction - (email).
Robert Shaw Architect - (email)
City of Springfield
MLM:jw
This report and/or enclosed test data ,is the.confidential property of the client to whom it is.addressed and pertains to the specific
process and/or material evaluated. As such, information contained herel!1 shall not be reproduced in part or full and/or any part
thereof be dlsclosed.without FEI Testing & Inspection, Inc.'s written authorization.
750 rm Canell Avenue' Cavallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road . Eugene, Oregon 97402 . phone (541) 684-3849 . fax (541) 684-3851
63050 Corporate Plaoe, Suite 2 . Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
~
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Page 1 of 1
1I:lo'llllfi;<iI~~':I~IIIII~.I~lt:I
Gcu;"";'" .:..oJ & Qinstrucfun Services
Daily Field Report
Client:
Mr. John Hammer
Irish Glen, LLC
P.O. Box 2266
Eugene, Oregon 97402
Project: Aramark Buiiding
1210'401h Street
Springfield, Oregon
Oate:
Project No.:
Report No.:
Inspector:
10 No.:
06-03-08
2087123
E-20235
D. Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Ordell Construction
Weather: Overcast
BP No..: r~()M,g908-00235
Continuous Inspection: 0
Periodic Inspection: Ii'!
Performed inspection on the reinforcing steel in continuous perimeter footing on line A,
from 1 to 9, on 1, from A to L, on 9, from A to L and two (2) pad footings within
continuous footing on line 9, between A and L (grid lines are from contractor's prints).
Reinforcing steel was checked for grade, size, lap, placement and clearance.
Reinforcing steel was secured and supported above grade. Note: anchor bolts for
angles were to be cast into footing for tilt-up panel connection: Andy Nichols (Ordeli
Construction) stated bolts will be epoxied at a later date. Written documentation is
pending.
Observed the placement of 60.0 cu.lyds. of Eugene Sand and Gravel 3500 psi
concrete (Mix 313568) in areas listed above. Concrete was placed directly from the
truck and was mechanically consolidated. Cast one (1) set of four (4) 4" x 8" concrete
test cylinders fro.m load 1. Mr. Nichols was notified of on-site test results: slump 4":
concrete temperature 69F; air temperature 61F. .
Mr. Nichols was asked to notify our office when additional services are needed.
To the best of our knowledge, the work inspected was in accordance with revised pians
dated 04-15-08 and applicable workmanship provisions of the I.B:C., except if noted
above.
Reviewed By:
I;">(~
Michael L.'M~.;Z- ..'
Technical Manager
.r
c: Ordell Construction - (email)
Robert Shaw Architect - (email)
City of Springfield
MLM:jw
This report and/or enclosea test data is the confidential' property of the client to whom it is addressed an< pertains to the specific
process'and/ormaterial evaluated. As such, infonnation contained herein shall not be reproduced in part or full and/or any part
thereof be disclosed without FEI Testing &' Inspection, lnc.'s written authorization:1
I
,
700 NW CaneI A......... CavaIis, Oegoo 97330' ;:tx:oe (541)757-4698 . fax (541) 757-2991
29540 BAitpOr! Rood, Eugene, ()egJn 97402 . pima (541)684J849 . fax (541 )684Ja51
63050 Corporate Plate, Su~e 2. Bend, Oregon 97701 . phone (541) 382-4844 . fax(f~1) 382-4846