HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2009-11-2
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I/'1I11,,,,.,,.1mlili'."'. GP.o!P.d1nical & (,~Jdinn Serui<Es
EWEB
500E. 4th Ave,
EUgene, Ore9on 97440
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
11-02-09
11-23-09
11-23-09
Hold
AGE
(DAYS)
7
28
28
Compressive Strength of Concrete
lASTM C 39\
PROJECT Hayden Bridge Water
Filtration Plant Expansion
~5l \-to-.l-\~e~~ QD..
, BP NO, 2008-00225
DATE
PROJECT NO.
REPORT NO,
11-02-09
2087168
6720
10-26-09 CAST BY D, Delatte DATE RECEIVED 10-27-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA AIR CONTENT 3.4%
1 TICKET NO. 3500577 SLUMP 6"
71" F YARDAGE 8,5 OF 17,0, TIME 9:40 AM
52" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
Two (2) interior walls in center of filter basin, north and south sections of suspended sidewalk on west
side of filter basin and inter tie tunnei slab, suspended,
Sidewalk,
AREA
(IN,')
12,56
COMPRESSIVE
STRENGTH (PSIl
, 4330
AVERAGE
STRENGTH
. (PSI)
TIME OF
TEST
8:25 AM
TYPE OF
FRACTURE-
5
WEIGHT
(LBS)
8,50
TOTAL
LOAD (LBS)
54350
REMARKS: Jake Stucky (Wildish) and Mike Sticklin9 (EWEB) were advised of on-site test results,
.. ,. End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lOp or bottom) 6 - Side (pointed lop or bottom)
c:
EWEB- Mike Stickling (emaill
EWEB- Wally McCulloU9h (emaill
OBEC- Pete Slocum (email)
Wildish Buildin9 Co,- Kevin Fitzjarrell (email)
Wildish Buiidin9 Co.- Jake Stucky (emaill
City of Sprin9fieid '
Knife River
Reviewed By:
. fl ,/, flut~
Michael L. ~~yef
Technical Manager
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1
NOV - 5 2009
3
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, lnc.'s written authorization.
750 NW ComellAvenue' Corvallis, Oregon 97330, phone (541)757-4698' fax (541 l 757-2991
29540 BAirportRoad' Eugene, Oregon 97402' phone (541) 684-3849 'fax(541)684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701. phone (541)382-4844' fax (541) 382-4846
)
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GeoiOO1nical & Con.<mudion Seruices
Compressive Strength of Concrete
. (ASTM C 391
CLIENT
EWEB
500E, 4th Ave,
Eugene, Ore90n 97440
PROJECT
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
HJG~ S~ ~~EPORTNO,
2008-00225
~95l
BPNO.
10-28-09
2087168
6671
09-30-09 CAST BY D, Delatte DATE RECEIVED 10-01-09
4000 ps~ SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA AIR CONTENT 4,8%
1 TICKET NO. 3443839 SLUMP 7 1/4"
67" F YARDAGE 8,5 OF 43,0 TIME 10:40 AM
56" F WEATHER Overcast SPECIMEN'STORAGE ASTM C 31
East half of south wall, four (4) interior 4' tall walls in the southwest corner and two (2) 9" interior walls
in the northwest comer of filter basin,
1" lift in 9" walls,
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED'
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.'l (LBSl LOAD (LBS) STRENGTH (PSIl ,
10-07-09 7 12,56 8,56 56745 4520
10-28,09 28 12,56 8.56 72490 5770
10-28-09 28 12,56 8,61 71180 5670
Hold
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
9:40 AM
9:10AM
9:15AM
5720
b 1- End Cones 2. Cone/Split 3- Columnar 4 - Diagonal 5- Side (top orbollom} 6-Side (pointed lop or bottom)
Reviewed By:
111. '-A ,(ku~
Michael L Mey/! .
Technical Manager
TYPE OF
FRACTURE-
3
2
2
~~~~U%'l'~
1 NOV - 4 2009
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullough (emall)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Sprin9field
Knife River
MLM:sc .
This report and/or enclosed test dala 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 NW ComellAvenue' Corvallis, Oregon 97330, phone (541) 757-4698 'fax (541) 757-2991
29540 B Airport Road 'Eugene, Ore90n 97402, phone (541)684-3849' fax (541)684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
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11:"'lIurt;1IU.'1~~.IIIU_ Geotechnical &Construclion SeMces
RECEIVED
NOV 0 2 2009
~
Page 1 of 1
Daily Field Report
Client:
EWEB
500E, 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
ffi'51 Haytkn B~ Qd.
Date:
Project No.:
Report No.:
Inspector:
10 No.:
10-26-09
2087168
E-24391
D, Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building
Weather: OvercasU Rain
BP No.: 2008-00225
Continuous Inspection: 0
Periodic Inspection: It]
Performed final inspection on the reinforcing steel for two (2) interior walls in center of
filter basin, walls that 24" pipe penetrates (slab to bottom side of gullet slab), north and
south section of suspended sidewalk along the west side of filter basin, Preliminary
reinforcing steel inspection was performed by our office on 10-19-09 (ref: FEI report E-
24318), Performed inspection on the reinforcing steel for inter-tie tunnel suspended
slab, Reinforcing steel was checked for grade, size, lap, placement, quantities and
clearance, Reinforcing steel was secured and supported above grade,
Observed the placement of 17,0 yards of Kliife River 4000 psi concrete (mix
2440KIUOKS) 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
from load 1, Slump - 6"; air temperature - 52F; concrete temperature - 71 F; air
.., .'_ content-3.4%,
Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test
results,
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
~.7(.~
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co.- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (em ail) ,
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
processand/or material evaluated. As such, information contained herein shall not be reproduced in part orfull and/or any part
thereof be disclosed without FEr Testing & Inspection, loco's' written authorization.
750 NN ComeIIAvenue' Cavallis, Oregon 97330. phone (541 ) 757-4698, fax (541) 757-2991
29540 BAirport Road' Eugene, 0regJn 97402, phcre(541)684J849' fax (541 )684J851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846
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RECEIVED
OCT 2 6 2009
ESD/MWMC
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C"",,1echnical & C'1'lnstruclion Services
Compressive Strength of Concrete
fASTM C 39\
CLIENT EWEB PROJECT Hayden Bridge Water DATE 10-21-09
500E, 4th Ave, Filtration Plant Expansion PROJECT NO. 2087168
EUgene, Oregon 97440 3q5. ~~r~~ ~RT NO, 6697
BPNO. 2008-00225
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
bATE
1'0-21-0'9
11-11-09
11-11-09
Hold
AGE
(DAYS)
7
28
28
10-14-09 CAST BY D, Delatte DATE RECEIVED 10-15-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
AEA; Super; Eclipse AIR CONTENT 4.2%
1 TICKET NO. 3444295 SLUMP 63/4"
71" F YARDAGE 10,5 OF 10,5 TIME 12:50 PM
66" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
Two (2) interior 6" channel walls in the northeast and southeast quadrant and two (2) interior 9" walls
near 24" pipe in the northeast quadrant of fiiter basin all from slab to bottom side of upper slab,
AREA
(IN.'!
12,56
WEIGHT
(LBSl
8.43
TOTAL
LOAD (LBSl
52275
COMPRESSIVE
STRENGTH (PSIl
4160
AVERAGE.
STRENGTH
(PSll
TIME OF
TEST
8:10AM
TYPE OF
FRACTURE-
3
I
I
I
REMARKS: Jake Stucky (Wiidish) was advised of on-site test results,
"1- End Cones 2 _ Cone/Splil 3 - Columnar 4- Diagonal 5-Side (lop orboltom) 6 -Side (pointed top or bottom)
Reviewed By:
rfJ1. --7. ~
Michael L, Me~
Technical Manager
c:
EWEB- Mike.Sticklin9 (email)
EWEB- Wally McCulloU9h (email)
OBEC- Pete Slocum (email)
Wild ish Buildin9 Co,- Kevin Fitzjarrell (email)
Wild ish Buildin9 Co,- Jake Stucky (email)
City of.Sprin9field
. Knife"River
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.
750 t#J Cornell Avenue' 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
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 ' phone (541) 382-4844 ' fax (541) 382-4846
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Page 1 of 1
.1~'II!lrt;"I~lio'~~.lllli_
Geotechnical & Construc:lion Servires
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 10-19-09
500E, 4th Ave. Plant Expansion Project No.: 2087168
Eugene, Oregon Springfield, Oregon Report No,: E-24318
89,5, t1O-.yckr\ ~~ed. Inspector: D, Delatte
10 No.: 1080867-88
ICC
Inspection of: Reinforcing Steel Weather: Overcast Continuous Inspection: 0
Contractor: Wildish Building Co, BP No.: 2008-00225 Periodic Inspection: 0'
Performed preliminary reinforcing steel inspection on two (2) interior walls in center of
filter basin, walls that 24" pipe penetrates, from slab on grade to bottom side of gullet
slab and suspended sidewalk along the west side of filter basin. Reinforcing steel was
checked for grade, size, iap, placement, quantities and clearance, Final inspection of
the reinforcing steel will be performed prior to concrete placement.
To the best of our knowledge, the in-progress work inspected was in accordance with
plans dated 02/2008 and applicable workmanship provisions of the I.B,C" except if
noted above,
Reviewed By:
jJ;,-t~
Michael L Meyer
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (email)
Wildlsh Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (em ail)
City of Springfield
o ~~~DV~~'
OCT 2 2 2009
MLM:sc
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I
L__.,~_.
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 NVV CaneD Avenue' CorvaI~, Oegon 97330, pha1e (541) 757-4698, fax (541) 757-2991
29540 B,AjrpatRood' Eugene, Oegon 97402, phone (541) 684-J849 'fax(541)684-J851
62979 NE Plateau Drive, Suite 3, Bend, Ore90n 97701 . phone (541) 3824844, fax (541) 382-4846
(+)fEJ
~
11:li.'Um'I;<'II~t.~~~flIIJ~.IH. C"1P.Otecnnirnl R.. C...on.c;tnJdion ~
Compressive Strength of Concrete
fASTM C 39\
EWEB
500E. 4th Ave,
EUgene, Ore90n 97440
CLIENT
DATE ,CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
PROJECT
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO,
~9d&;~n~ QE1RT NO.
2008-00225
3~
BPNO,
10-19-09
2087168
6661
09-21-09 CAST BY D, Delatte DATE RECEIVED 09-22-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA AIR CONTENT 3.5%
1 TICKET NO, 3443563 SLUMP 7"
67" F YARDAGE 9,5 OF 47,0 TIME 8:30 AM
48" F WEATHER Clear SPECIMEN STORAGE ASTM C 31
East half of center and north wall of filter basin; two (2) interior walls in the southwest corner of filter basin,
1"lifl in walls in the southwest corner of basin,
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
12:30 PM
12:20 PM
12:25 PM
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) (IN.') (LBSI LOAD (LBS) STRENGTH (PSIl
09-28-09 7 12,56 8.52 56920 4530
10-19-09 28 12,56 8,60 71820 5720
10-19-09 28 12,56 8,54 72850 5800
Hold
5860
REMARKS: Jake (Wildish) and Mike Stickling (EWEB) were advised of on-site test results,
.. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom)
Reviewed By:
(J; . ';( .I?u;r-
Michael L. Meyer
Technical Manager
TYPE OF
FRACTURE-
2
2
2
ru~(g~U~~ ~
1 OCT 2 2 2009
c:
EWEB- Mike Sticklin9 (em ail)
EWES- Wally McCullou9h (email)
OSEC- Pete Slocum (emaill
Wildish Buildin9 Co,- Kevin Fitzjarrell (email)
Wildish Buildin9 Co,- Jake Stucky (email)
City of Springfield
Knife River .
MLM:sc
.:!J
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, loc.'s written authorization.
750 NW Comell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 B Airport Road' Eugene, Oregon 97402 ' phone (541) 684-J849 ,fax (541) 684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541) 382-4644' fax (541) 382-4646
~
RECEIVED
(~fEJ ocr 20 1009
1I1.'II\Il~;"I~il'~:IIIII~.II'l. Geotechnia::d & C....onstruction Ser\Aces
Compressive Strength of Concrete
lASTM C 39)
CLIENT
EWEB
500E. 4th Ave,
EUgene, Ore90n 97440
PROJECT Hayden Bridge Water
Filtration Plant Expansion
0'15, HdYi~'e:~
BP NO. 2008-00225
DATE
PROJECT NO,
a.;~ORT NO.
10-14-09'
2087168
6683
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
TEST
DATE.
10-14-09"
11-04-09
11-04-09
Hold
, AGE
(DAYS\
'7
28
28
10-07-09 CAST BY A. Fenstermacher DATE RECEIVED 10-08-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
40-SE7 CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA AIR CONTENT 5,5%
1 TICKET NO, 3444076 SLUMP 8"
71" F YARDAGE 10.0 OF 10,0 TIME 12:45 PM
62" F WEATHER Clear SPECIMEN STORAGE ASTM C 31
Fiiter buildin9 6" walls; southeast quadrant, west half of north and south walls; northwest quadrant, west
half of walls,
AREA
(IN.')
12,56
WEIGHT
(LBS\
8.49
COMPRESSIVE
STRENGTH (PSI)
4470
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
8:50 AM
TYPE OF
FRACTURE"
2
TOT At
LOAD (LBS)
56195
REMARKS: Jake Stucky (Wildish) was advised of on-site test results,
.. 1- End Cones 2 - Cone/Split 3 _ Columnar 4 - Diagonal 5 - Side (lop or bottom) 6.;;. Side (pointed lop or bottom)
Reviewed By:
/JJ. -;(.~
Michael L. Me"
Technicai Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Buildin9 Co,- Kevin Fitzjarrell (email)
Wildish Buildin9 Co,- Jake Stucky (email)
City of.,Sprin9field, .
Knife River ' ,
MLM:sc
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; information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, lnc,'s writte.n authorization. .
750 NW Comell Avenue' Corvallis, Oregon 97330' phone (541) 757-4698, fax (541) 757-2991
29540 BAirportRoad' Eugene, Oregon 97402. phone (541) 684-3849 'fax (541)684-;3851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
~P"I
~tt
RECEIVED
ocr 20 1009
~
Page 1 of 1
11~'lh'lrt;"I~.'~~.IIII~'IW!I
Geotechnical & Construction Services
Daily Field Report
. Client:
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
~951 /-tlM{cl-et1 B~ 12A.
Date:
Project No.:
Rep'ort No.:
Inspector:
10 No.:
EWEB
500E,4IhAve,
Eugene, Oregon
)
10-14-09
2087168
E-24266
D, Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building Co.
Weather: Overcast
BP NQ.: ~-2068~00225
Continuous Inspection: 0
Periodic Inspection: It]
Performed inspection on the reinforcing steel for two (2) interior 6" channel walls in the.
southeast quadrant; two (2) interior 6" channe'l walls; two (2) interior 9" walls near 24"
pipe in the northeast quadrant (slab on grade to bottom of upper slab) of the filter basin
area, Reinforcing steel was checked for grade, size, lap, placement, quantities and
clearance,
Observed, the placement of 10,5 yards of Knife River 4000 psi concrete (mix
2440KIUOKS) 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,
Slump - 63/4"; air temperature - 66F; concrete temperature - 71; air content - 4,2%,
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B:C., except if noted above,
Re;:~~
Michael L Meyer ~
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (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 orfuJl and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 tom ComeIIAvenue' CoIvaIfis, Oregon 97330, phone (541) 757-4698' fax (541) 757-2991
29540 B Airport Road 'Eugene, Oregon 97402, phone (541 )684-3849' fax (541 )6MJ851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 'phone (541) 382-4844 ' fax (541) 382-4846
{~Ftl
.1~'IUl~:'lII\!..'~;"IIIJl'III\'I.
CLIENT
}
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
~
Geo1P.d1nirnl & O:lnslruclion ~
Compressive Strength of Concrete
fASTM C 39)
PROJECT Hayden Bridge Water
Filtration Plant Expansion
~f\5l_ ~~n~~on~
BP NO. _ 2008-00225
DATE
PROJECT NO.
REPORT NO.
EWEB
500E, 4th Ave,
EUgene, Oregon 97440
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS) . (IN.'! (LBSI LOAD (LBSI STRENGTH (PSIl
'09-21-09 7 12:56 8,14 45950 3660
10-12-09 28 12,50 8,13 57010 4560
10-12-09 28 12,50 8,11 56605 4530
Hold
09-14-09 CAST BY D, Delatte DATE RECEIVED
4000 psi SPECIMEN SIZE
4000 psi SACKS SUPPLIER
2440KIUOKS CEMENT MAX SIZE AGG.
Super; Eclipse; AEA AIR CONTENT
1 TICKET NO. 3443308 SLUMP
76" F YARDAGE 8,0 OF 24,0 - TIME
63" F WEATHER Overcast SPECIMEN STORAGE
North section of west wall for filter basin and wall in flume between filter N1 and N2,
1" lift in filter basin wail.
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
9:40AM
7:40 AM
7:45 AM
4545
REMARKS: Mike Sticklin9 (EWEB) was advised of on-site test results,
"1- End Cones 2 _ Cone/Split 3-'Columnar 4- Diagonal 5- Side (top orbollom) 6- Side (pointed top or bottom)
Reviewed By:
fJ1,;(,~
Michael L Meyer
Technical Manager
c:
EWEB- Mike Sticklin9 (eniail)
EWEB- Wally McCulloU9h (email)
OBEC- Pete Slocum (email)
Wildish Buiidin9 Co,- Kevin Fitzjarrell (email)
Wildish-Buildin9 C6,-_Jake Stucky (email)
City of Sprin9field
Knife River
MLM:sc
10-12-09
2087168
6655
09-15-09
4" x 8"
Knife River
3/4"
5,8%
41/4"
8:40 AM
ASTM C 31
TYPE OF
FRACTURE"
2
5
3
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, lnc.'s 'vVritten authorization.
750 NW Comeli Avenue' Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road' Eugene, Oregon 97402. phone (541) 684-384g. fax (541) 684--3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 . phone (541) 3824844 'lax(541)382-4846
{~ftl
\(~
11~'m!~;.I~~'n'IUHIIIN. Geotechnical & Construction ServiCES
Compressive Strength of Concrete
(ASTM C 39\ .
EWEB
500E, 4th Ave,
EUgene, Ore9on 97440
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
TEST
DATE
10-07-09
10-28-09
10-28-09
Hold
AGE
(DAYS)
7
28
28
Reviewed By:
A,'-;(,fk~
Michael L. Mey) .
Technical Manager
PROJECT Hayden Bridge Water )DATE
Filtration Piant Expansion PROJECT NO.
eftS] _~~O~U~PORT NO.
, BP NO-,- 2008:00225
10-07-09
2087168
6671
09-30-09 CAST BY D, Delatte DATE RECEIVED 10-01"09
4000 psi " SPECIMEN SIZE 4" x 8" '
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA AIR CONTENT 4,8%
1 TICKET NO. 3443839 SLUMP 71/4" l
67" F YARDAGE 8,5 OF 43,0 TIME 10:40 AM
56" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
East half of south wall, four (4) interior 4' tall walls In the southwest corner and two (2) 9" interior walls
in the northwest corner of filter basin.
1" lift in 9" walls,
AREA
(IN,')
12,56
WEIGHT
(LBS)
8.56
COMPRESSIVE
STRENGTH (PSIl
4520
AVERAGE
STRENGTH
(PSIl
TIME OF
TEST
9:40 AM
TYPE OF
FRACTURE-
3
TOTAL
LOAD (LBSl
56745
"1- End Cones 2 - Cone/Split 3 - Columnar 4- Diagonal 5- Side (top or bottom) 6- Side (pointed top or bottom)
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Buiidin9 Co,- Kevin Fitzjarrell (email)
Wildish Buildin9 Co,- Jake Stucky (emaill
City of Sprin9field
Knife River
MLM:sc
This report and/or enclosed test data is the confidential property oftheclienUo 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.
750 NW Comell 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
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone(541)382-4844' faX (541) 382-4846
~
~fEI
Page 1 of 1
11~'IUlrt;.I~~' ~ :1I111~'IWI
Geotechnical & Construction Servires
Daily Field Report
Client:
EWEB
500E. 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfield, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No.:
10-07-09
2087168
E-24192
A. Fenstermacher
5258882-49
ICC
~ lr\fuJc\u-) e,~' ect
Inspection of: Reinforced Concrete
Contractor: Wildish Building CO.
Weather: Clear
BP No.: 2008-00225
Continuous Inspection:. 0
Periodic Inspection: 0
Performed finai inspection on the reinforcing steel for filter building: southeast quadrant,
6" walls, east half of north and south walls; northwest quadrant, 6" walls, west half of 6"
walls, A preliminary inspection was performed by our office on 10-06-09 (ref: FEI
report E-24191),
Observed the placement of 10.0 yards of Knife River 4000 psi concrete (mix 40-SE7)
into areas noted above, Concrete was placed by pump and was mechanically
consolidated, Cast one (1) set of four (4) 4" x 8" compressive strength cylinders,
Notified Jake Stucky (Wildish) of the on-site test results, Slump - 8"; concrete
temperature - 71 F; air temperature - 62F; air content: 5.5%,
Mr. Stucky 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
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
/h.-;(,~.
Michael L Meyer
Technical Manage.
c:
EWEB' Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEC- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (em ail)
Wildish Building CO,- Jake Stucky (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 materia! 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.
7fIJ NW Cornel Avenue' Corvallis, Oegm 97330' pha1e(541) 757-4698, fax (541) 757-2991
29540 B!\jrpatRoad 'Eugene, Oegm 97402, phone (541 )684-3849' fax(541)684-3851
62979 NE Plateau Drive, Suite 3 ' Bend, Oregon 97701 . phone (541) 382-4844 . fax (541) 382-4846
v;L
~ftl.
Page 1 of 1
11~'mLrf;~I~.'~III{II~illtl._
Gcvo,.,; " ,;ca1 & Construcfun s8rvices
Daily Field Report
Client:.
EWEB.
500E, 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration
Plant Expansion
Springfieid, Oregon
Date:
Project No.:
Report No.:
Inspector:
10 No,:
10-06-09
2087168
E-24191
A Fenstermacher
5258882-49
ICC
~61 \-\cu..fokn 5~ \d;l
Inspection of: Reinforcing Steel
Contractor: Wlldish Building Co,
Weather: Clear
BP No.: - 2008-00225
Continuous Inspection: 0
Periodic Inspection: 0
Performed preliminary inspection on the reinforcing steel for 6" interior walls of the filter
building in the northwest and southeast quadrants, Reinforcing steel was checked for
size, grade, laps, quantities, locations, ties, clearance and supports, A final inspection
will be performed prior to concrete placement.
Jake Stucky (Wildish) 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
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
Ih. "7,~
Michael L. ~eyr
Technical Manager
c:
EWEB- Mike Stickling (email)
EWEB- Wally McCullough (email)
OBEe- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Buildin9 Co,- Jake Stucky (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, 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 NVV CanellAvenue' Cavallis, 0reg:Jn 97330' phone (541) 757-4698, fax (541 )757-2991
I 29540 Bl\jrpat Rood 'E"9ff\8, 0reg:Jn97402' phme(541)684J849' fax (541) 684J851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541) 3824844, fax (541) 382-4846
f<tCtIVED
OCT
1 5 1009
~ftl
~
Compressive Strength of Concrete
(ASTM C 39\
11:"'lh'lfl;4I1N.'~~'IIII~llIIIH. Geoted1nic::JI & Cnnstn...lcticY SP.rvices
CLIENT
PROJECT Hayden Bridge Water
Filtration Pi ant Expansion
3Oj51 Ho1I~ll~)~~ Qd.
BP NO, :2008-00225
DATE
PROJECT NO.
REPORT NO.
EWEB
500E, 41h Ave,
Eugene, Ore90n 97440
10-02-09
2087168
6641
DATE CAST 09-04-09 CAST BY D, Delatte DATE RECEIVED 09-05-09
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
ADDITIVES AEA; Super AIR CONTENT 5,1%
LOAD NO. 1 TICKET NO, 3443062 SLUMP 6"
CONCRETE TEMP 72" F YARDAGE 9,0 OF 18:0 TIME 7:30 AM
AIR TEMP 55" F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION The south section on west wall of filter basin,
LOAD 1 SAMPLED Bottom half of wall.
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
DATE (DAYS I (IN,') (LBSI LOAD (LBSI STRENGTHIPSI)
09-11-09 7 12,56 8,30 60840 4840
10-02-09 I 28 12,56 8,31 74730 5950
10-02-09 ' I 28 12,56 8,29 73260 5830
Hold I
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
9:10AM
8:10AM
8:15AM
5890
"1- End Cones 2 _ Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (lop or bottom) 6 - Side (pointed lop or bottom)
Reviewed By:
(h,-t.~
Michael L, Meyer
Technical Manager
c:
EWEB- Mike Stickling (ernail)
EWEB- Wally McCulloU9h (ernail)
OBEC- Pete Slocum (ernail)
Wildish Buildin9 Co,- Kevin Fitzjarrell (ernail)
Wiidish Building Co,- Jake Stucky (email)
City of Sprin9field
Knife Rive'r
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 orfufl and/or any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 NW Cornell Avenue' 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
62979 NE Plateau Drive, Suite 3 'Bend, Oregon 97701 'phone(541)382-4844' fax (541) 382-4846
TYPE OF
FRACTUREri
5
3
5
1>(0
a (I
C/o ~.
c? "?-
~~
~ >0/
~~
S"~.
r.l
Page 1 of 1
11)"IINrt;.11~'jjl'llll~IIIIIL.
Geotechnical & Construction Servres
Daily Field Report
Client:
EWEB
500E, 4th Ave,
Eugene, Oregon
Project: Hayden Bridge Water Filtration Date:
Plant Expansion Project No.:
Springfield, Oregon Report No.:
I , 'ilvirl M () A Inspector:
3951 Tl~tkn D' "^O'LJ..\. 10 No,:
09-30-09
2087168
E-24120
D. Delatte
1080867-88
ICC
Inspection of: Reinforced Concrete
Contractor: Wildish Building
Weather: Overcast
BP No.: 2008-00225
Continuous Inspection: 0
Periodic Inspection: 0'
Performed final inspection on the reinforcing steel for walls at the filter basin, east half of south wall;
four (4) 4' tall interior walls in the southwest corner of basin; two (2) interior 9" walls in the northwest
corner of basin, Preliminary inspection of walls were performed by our office on 09-23-09 and 09-29-09
(ref: FEI reports E-24039 and E-241 04),
Observed the placement of 34,0 of 43,0 yards of Knife River 4000 psi concrete (mix 2440KIUOKS) into
walls noted above, Concrete was placed by pump and was mechanically consolidated, Cast one (1)
set of four (4) 4" x 8" concrete test cylinders from load 1. Slump - 7 1/4"; air temperature - 56F;
concrete temperature - 67F; air content - 4,8%,
Jake Stucky (Wildish) and Mike Stickling (EWEB) were advised of the on-site test results,
To the best of our knowledge, the work inspected was in accordance with plans dated 02/2008 and
applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
/h, "!'flu;--
Michael L. Meyer
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCulloU9h (em ail)
OBEe- Pete Slocum (email)
Wildish Building Co,- Kevin Fitzjarrell (email)
Wildish Building Co,- Jake Stucky (email)
City of Springfieid
RECEIVED
OCT 0 6 Z009
MLM:sc
This report and/or enclosed test data is the confldential property of the client to whom it is addressed and pertains 10 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 Vvritten authorization.
750 rw CaneII Avenue' CoIvaIis, 0regl19T.m' phooe (541) 7574)98' fax (541) 757-2991
29540 B Airport Read . EUg'JIl8, Qegl197402.' phooe(541)684-3849' fax (541) 684.,1851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701 'phone (541) 382-4844' fax (541 )382-4846
kR..
Sftl
Page 1 of 1
11:"II~II'J;"I~.'r.'UlllJr_
Gvv~c..,; " .;cal & Cons1JUclion ServiCBs
Daily Field Report
Client: EWEB Project: Hayden Bridge Water Filtration Date: 09-29-09
500E, 4th Ave, Plant Expansion Project No.: 2087168
Eugene,Oregon Springfield, Oregon Report No,: E-24104
2>95l ~Bnd~ (U\. Inspector: D, Delatte
ID No.: 1080867-88
ICC
Inspection of: Reinforcing Steell Weather: Overcast Continuous Inspection: 0
Epoxy Anchors
Contractor: Wildish Buiiding Co, BP No.: 2008-00225 Periodic Inspection: 0
Performed preliminary reinforcing steel inspection for walls at the filter basin area, four
(4) interior 6" walls in the southwest section of basin and two (2) interior 9" walls in the
northwest section of basin for gullet. Reinforcing steel was checked for grade, size,
lap, placement, quantities and clearance, Final inspection will be performed prior to
concrete placement. .
;1..
Also, observed the installation of six (6) 5/8" x 7" stainless steel all-thread epoxy
anchors into concrete walls for mixer support bracket, two (2) anchors at each bracket
except for the southwest connection, which were changed to thru-bolts, Prior to
installation, the predrilled holes were cleaned with compressed air and a brush,
Verified minimum embedment depth of 5", Anchors were secured with Epcon A-7
epoxy adhesive (ICC - ESR 55601 expiration date 10-28-10), Contractor stated nuts
and brackets will be installed after epoxy has set.
To the best of our knowledge, the work inspected was in accordance with plans dated
02/2008 and applicable workmanship provisions of the I.B,C" except if noted above,
Reviewed By:
/h.';(~ .
Michael~,'~
Technical Manager
c:
EWEB- Mike Stickling (em ail)
EWEB- Wally McCullough (em ail)
OBEC- Pete Slocum (email)
Wildish Building CO.- Kevin Fitzjarrell (em ail)
Wildish Building Co.- Jake Stucky (em ail)
City of Springfield
MLM:sc
"
RECEIVEL>
OCT 0 6 Z009
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 NN Come/I Avenue' Cavallis, Oregon 97330, phone (541) 757-4698 ,fax (541) 757-2991
29540 B Airport Road ' Eugene, Oregon 97402 ' phone (541) 684-J849' fax (541) 684J851
62979 NE Plateau Drive, Suite 3 . Bend, Oregon 97701 'phone (541) 3824844, fax (541) 382-4846
{~ftl
~
11::.'mICl;th\~':i:.IltJ~_ (,;:y)tP.rllnirnl &. O1nstruclinn Services
Compressive Strength of Concrete
lASTM C 39)
EWEB
500E, 4th Ave,
EUgene, Ore90n 97440
CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
. 'TEST'
,DATE
09-28-09
10-19-09
10-19-09
Hold
AGE
(DAYS)
7
28
28
PROJECT
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO,
Sprin9field, Ore90n ,.Q..l REPORT NO.
tl~ck.n Bri~ IUJ\.
2008-00225
09-28-09
2087168
6661
8'15}
BPNO,
09-21-09 CAST BY D. Delatte DATE RECEIVED 09-22-09
4000 psi SPECIMEN SIZE 4" x 8"
4000 psi SACKS SUPPLIER Knife River
2440KIUOKS CEMENT MAX SIZE AGG, 3/4"
Super; Eclipse; AEA . AIR CONTENT 3,5%
1 TICKET NO. 3443563 SLUMP 7"
67" F YARDAGE 9,5 OF 47,0 TIME 8:30AM
48" F WEATHER Clear SPECIMEN STORAGE ASTM C 31
East half of center and north wall of filter basin; two (2) interior walls in the southwest corner of filter basin,
1st lift in walls in the southwest comer of basin.
AREA
(IN,')
12;56
WEIGHT
(LBSl
8,52
TOT At
lOAD (lBS)
56920
COMPRESSIVE
STRENGTH (PSI)
4530
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
12:30 PM
TYPE OF
FRACTURE"
2
REMARKS: Jake (Wildish) and Mike Stickling (EWEB) were advised of on-site test results,
"1- End Cones 2 - Cone/Split 3 -Columnar 4-Diagonal 5-: Side (top or bottom) f3 - Side (pointed top or bottom)
ReViVed By t ~
~
Michael L Meyer
Technical Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCulloU9h (email)
OBEC- Pete Slocum (email)
Wildish Buildin9 Co,- Kevin Fitzjarrell (email)
Wildish Building Co.- Jake Stucky (em ail)
City of Sprin9field
Knife River
MLM:sc
RECCIVE\.
OCT 0 6 ?nn~
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 FEr Testing & Inspection, Inc.'s written authorization.
750 NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4898, fax (541) 757-2991
2954Q B Airport Road' Eugene, Oregong7402 ' phone (541) 684-3849 , fax (541) 684-3851
62979 NE Plateau Drive, Suite 3, Bend, Oregon 97701' phone (541)382-4844' tax (541) 382-4846
~
SfEI
~
Compressive Strength of Concrete
(ASTM C 39\
11:t.'ml~;IIIII~~'~;'lllh'IllI~I" C"J<""Aj~"'-"""":-lll;rnI'& Q)ns1nJdion Services
CLIENT
EWEB
500E, 4th Ave,
EUgene, Oregon 97440
PROJECT
Hayden Bridge Water DATE
Filtration Plant Expansion PROJECT NO.
Sprin9field, Ore90n REPORT NO,
.~ck:n ~vid.s-t.~-
2008-00225 '
3951
BPNO.
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO,
CONCRETE TEMP
AIR TEMP
POUR LOCATION
CAST BY
DATE RECEIVED
SPECIMEN SIZE
. SUPPLIER
MAX SIZE AGG,
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
08-28-09
4000 psi
EWEB
SACKS
CEMENT
TICKET NO.
YARDAGE
WEATHER
Section ofwaJl in existing.flume.
OF
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE
" . (IN.'! LOAD (LBS) STRENGTH (PSI)
DATE (DAYS) (LBSl
. '09,04-09 7. 12,56 8,47 48430 3860
09-25-09 28 12,56 8,46 68310 5440
09-25-09 28 12.56 8,51 65200 5190
, Hold
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
10:20 AM
9:20 AM
9:25 AM
5315
.. 1- End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top or bottom) 6 - Side (pointed top or bottom)
Rev;::{ Il/fr
Ji.t.....
Michael L, Meyer
Technical Manager
c:
EWEB- Mike Sticklin9 (email)
EWEB- Wally McCulloU9h (email)
OBEC- Pete Slocum (em ail)
Wildish Buildin9 C.o,- Kevin Fitzjarrell (email)
Wildish B~ildin9 Co,- Jake Stucky (em ail)
.CityofSprin9field .
Knife .River' ,
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, tnc:s written authorization.
750 NW Comell Avenue. Corvallis, Oregon 97330, phone (541) 757-4698, fax (541) 757-2991
29540 BAirport Road' Eugene, Ore90n 97402' phone (541) 684-3849 . fax (541) 684-3851
62979 NE Plateau Drive, Suite 3' Bend, Oregon 97701 'phone (541)382-4844' fax (541) 382:4346
~ ~ --_..~.-
, ,
~.~--..
09-25-09
2087168
6621
08-29-09
4" x8"
Knife River
3/4"
ASTM C 31
r
TYPE OF
FRACTURE-
S
2
2
RECEIVEl
OCT 0 5 l009