HomeMy WebLinkAboutT-2692A2B EPL£ 0! GIRPER Q E.,iSTCA!EKIL 5,,G, PAAp
(TYYJ�
I
I r
BEARING PAD--
1
U
oDa;
i I _
I
n
i
I H'
IER 1
r 10 PIER 4 Yd PER 4
I I I
A
w
PLAN - BEARING RECE55 IN GIRDER
Pt ELAG L
I BEARING NG FAD
i
I
I
p4 BEARING PAO NORMAL YO ( IIPER 4
z I
I
w I
KI
a � N
I _
I 9
II N _i
y
f ELASIDMERIL
J
10" 10" PIER 4
PLAN ELA57'OMERIC STOP PAD
PUROMETER HA IMIC55 = 60
ELASTOMERIC BEARING PAD
2 - s" OUTER LAYERS (GRADE 4 EJ ASIOMERJ
nw WN
# z 6 - §.° INNER UYERV /GRAD£ 4 9(A5IOMERJ ELpSTOMERIL
* N d PIER 4 - 9- "INNER LAYERS (GRAPE 4 EU570MERJ BEARING PAP
PIER ! - 7 - M GAGE 5NIM5 (A5TM /POD GRAPE 250 `SFF pEtAiL
PIER 4 -6 - H GAGE SHIMS ,(ASYM 7" GRAPE VED) TNIS SXEF.Yj
** YOYAL YHILANF55 INLLW(NG SifIMS
5ECTION C
GIRPER d ELA5YOMEKIC
M° GAP BETWEEN I E.E. PAP
ELA6TGMERIL ""l 'Al
ANp GIRDER /TYPJ —.atr /- ELA9TDMER!0 5iDP PAP
T LONSIRPC 10 .,O i `
fxvEk rcr (T0. (tYPJ
p
OF ORDER EEE NO STOP (rYP J ! 1
1 SEF NOTE t
o I T I
m
~ EUGTGMER!C BEARING PAP 11 { - - - --
N mod— SEE J ^ETAIL Y.415 5X£ET 1
o �� _ _
FROM FACE OE FLASTOM
GAOVY PAO GIRDER TO FACE OF SEARING
(SEE PEYAii GIRPER "Or I.
iX15 S.4EETJ GRDU( PAP
VIEW A VIEW B
W. m ISSUE RECORD � DESCIMPTN,N DESIGNED SY ENTERED BY CHECKED BY GGERiN ... RTATE JJ e
- SIANADER' p.'ur
J EAUMAN 1d HMN 4
R, DESIGN a
a TASK
"7624 9 RFI -Pt8 RENSEp GIRPER STOP N. . P.GUEHTXER PACKAGE: AE
0 RELEASE. M. CONW tXD .. -L. E. NELSON D. HExbEH90x R. 0.UIIEt8XA6Ett RF4• - ZA n A F. DESIGN -'G E. N... P. Yl.LV... 4YAUEL9XRGFN I ....,.."
"r Y - 16 _ U11SieFffi SERVICE I - LIMIT 6TATE
_ �}' PIFA 1 PIER 4
3 FOR CONSTRUCTI DEAD LOAD REACTION 265k 355,
LV£ IOAD REACTION (WiO IMPACT) FCF 201k
UNIOADEP FC 6HT G77 I, 6.60 G:.
tOADEJ HFNd+ /JLJ 510 In: ON hr,
PUROMr, ER XARDNr55 60 60
DEMON D
GIRPER, BEARING PAP
BEARNG PAD A GRDOY PAD 6 GROU( PAP
.4"MAL TO GIRPER L LE /£L TRANSVERSE I
6 i4NGITUpINAL
I
GROUT PAD DETAIL
Nor €5
1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP
AFTER GIRDER PIA EMERY
YHE E ASYOMERIC =I�X�TE HAU 9F
C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE.
3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO
LGMPLETED TO RESET 6EARMG PAPS.
- -� -- rALYERNAYE
GROUT 'AV
'.i TH #"
NEW PAP mr,I R
WI
Ll4° RECESS \,
GROUT PAD ELEVATION
1.465 BG -6-09
1 -5 TO SR 959
STAGE 2 -WIDENING
AND SR 595 INTERCHANGE 532
^' ^BENSON ROAD BRIDGE w a(o23
"e
m
K I
V
VEER m
r r SHIMS {TYp.,I PJ Y
YN IN
2 - s" OUTER LAYERS (GRADE 4 EJ ASIOMERJ
nw WN
# z 6 - §.° INNER UYERV /GRAD£ 4 9(A5IOMERJ ELpSTOMERIL
* N d PIER 4 - 9- "INNER LAYERS (GRAPE 4 EU570MERJ BEARING PAP
PIER ! - 7 - M GAGE 5NIM5 (A5TM /POD GRAPE 250 `SFF pEtAiL
PIER 4 -6 - H GAGE SHIMS ,(ASYM 7" GRAPE VED) TNIS SXEF.Yj
** YOYAL YHILANF55 INLLW(NG SifIMS
5ECTION C
GIRPER d ELA5YOMEKIC
M° GAP BETWEEN I E.E. PAP
ELA6TGMERIL ""l 'Al
ANp GIRDER /TYPJ —.atr /- ELA9TDMER!0 5iDP PAP
T LONSIRPC 10 .,O i `
fxvEk rcr (T0. (tYPJ
p
OF ORDER EEE NO STOP (rYP J ! 1
1 SEF NOTE t
o I T I
m
~ EUGTGMER!C BEARING PAP 11 { - - - --
N mod— SEE J ^ETAIL Y.415 5X£ET 1
o �� _ _
FROM FACE OE FLASTOM
GAOVY PAO GIRDER TO FACE OF SEARING
(SEE PEYAii GIRPER "Or I.
iX15 S.4EETJ GRDU( PAP
VIEW A VIEW B
W. m ISSUE RECORD � DESCIMPTN,N DESIGNED SY ENTERED BY CHECKED BY GGERiN ... RTATE JJ e
- SIANADER' p.'ur
J EAUMAN 1d HMN 4
R, DESIGN a
a TASK
"7624 9 RFI -Pt8 RENSEp GIRPER STOP N. . P.GUEHTXER PACKAGE: AE
0 RELEASE. M. CONW tXD .. -L. E. NELSON D. HExbEH90x R. 0.UIIEt8XA6Ett RF4• - ZA n A F. DESIGN -'G E. N... P. Yl.LV... 4YAUEL9XRGFN I ....,.."
"r Y - 16 _ U11SieFffi SERVICE I - LIMIT 6TATE
_ �}' PIFA 1 PIER 4
3 FOR CONSTRUCTI DEAD LOAD REACTION 265k 355,
LV£ IOAD REACTION (WiO IMPACT) FCF 201k
UNIOADEP FC 6HT G77 I, 6.60 G:.
tOADEJ HFNd+ /JLJ 510 In: ON hr,
PUROMr, ER XARDNr55 60 60
DEMON D
GIRPER, BEARING PAP
BEARNG PAD A GRDOY PAD 6 GROU( PAP
.4"MAL TO GIRPER L LE /£L TRANSVERSE I
6 i4NGITUpINAL
I
GROUT PAD DETAIL
Nor €5
1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP
AFTER GIRDER PIA EMERY
YHE E ASYOMERIC =I�X�TE HAU 9F
C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE.
3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO
LGMPLETED TO RESET 6EARMG PAPS.
- -� -- rALYERNAYE
GROUT 'AV
'.i TH #"
NEW PAP mr,I R
WI
Ll4° RECESS \,
GROUT PAD ELEVATION
1.465 BG -6-09
1 -5 TO SR 959
STAGE 2 -WIDENING
AND SR 595 INTERCHANGE 532
^' ^BENSON ROAD BRIDGE w a(o23
"r Y - 16 _ U11SieFffi SERVICE I - LIMIT 6TATE
_ �}' PIFA 1 PIER 4
3 FOR CONSTRUCTI DEAD LOAD REACTION 265k 355,
LV£ IOAD REACTION (WiO IMPACT) FCF 201k
UNIOADEP FC 6HT G77 I, 6.60 G:.
tOADEJ HFNd+ /JLJ 510 In: ON hr,
PUROMr, ER XARDNr55 60 60
DEMON D
GIRPER, BEARING PAP
BEARNG PAD A GRDOY PAD 6 GROU( PAP
.4"MAL TO GIRPER L LE /£L TRANSVERSE I
6 i4NGITUpINAL
I
GROUT PAD DETAIL
Nor €5
1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP
AFTER GIRDER PIA EMERY
YHE E ASYOMERIC =I�X�TE HAU 9F
C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE.
3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO
LGMPLETED TO RESET 6EARMG PAPS.
- -� -- rALYERNAYE
GROUT 'AV
'.i TH #"
NEW PAP mr,I R
WI
Ll4° RECESS \,
GROUT PAD ELEVATION
1.465 BG -6-09
1 -5 TO SR 959
STAGE 2 -WIDENING
AND SR 595 INTERCHANGE 532
^' ^BENSON ROAD BRIDGE w a(o23
GROUT PAD DETAIL
Nor €5
1 GIRPER VrOPO 511ALL BE CGN'vTRUCTEP
AFTER GIRDER PIA EMERY
YHE E ASYOMERIC =I�X�TE HAU 9F
C WIDE N THE HELTGN ANU ENERED CSTOP. THE ELASTO.NERIC ST 5E RONPED LRPEA STOS ED Ap11E51VE.
3. CsIRPER.S YO BE JACKED. AFTER P057 TEM51GNNO
LGMPLETED TO RESET 6EARMG PAPS.
- -� -- rALYERNAYE
GROUT 'AV
'.i TH #"
NEW PAP mr,I R
WI
Ll4° RECESS \,
GROUT PAD ELEVATION
1.465 BG -6-09
1 -5 TO SR 959
STAGE 2 -WIDENING
AND SR 595 INTERCHANGE 532
^' ^BENSON ROAD BRIDGE w a(o23
GROUT PAD ELEVATION
1.465 BG -6-09
1 -5 TO SR 959
STAGE 2 -WIDENING
AND SR 595 INTERCHANGE 532
^' ^BENSON ROAD BRIDGE w a(o23