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CODE OF Q ELA5YOMERIC PRO, PAD
B G BOER (TYY.)
I
I
I
BEARING PAV ! -
IJ
u � _
mK� II e
I
I i N
I
I „
9 r
I
z
rc
v
E BEARING PAD ,NORMAL TO GIRDER G
i
ml
PLAN
ELASTOMERIC BEARING PAD
4
ELAOTOMERIC STOP PAD
VUROMETER HARDNESS = 60
ryy
L l
SECTION D
R
END OF 'p COVE 19 GAGE (0.0749 ")
GIRDER
A GIRDER W � J kBM,hAYE� �4%ID^Y.OMER 4' PEM1R tiG PAO
RECESS 2 3/0 OUTER LAYc'RS (GRAN= 4 ELASTOMEAJ
A - j�4" INNER LAYERS (GRADE 6 ELASrOMER)
5 14 RAGE StlIMV (ASTM .0'011 GRAPE 250)
PLAN - BEARING RECESS IN GIRDER + <rorAt THICKNESS INCIV9,N6 5MM5
'f ELA5TOMERIC
PEADNO PAP
VIEW q
SEAPoNG FAD
.193 SHUT)
SECTION C
1• CH.iMFER i GIRDER K ELASTBMERIC
(YYY) '.I PFARING YP.D
k" OAP BETWEEN
E TASTOMERIC 5T OF PAP 4161'0MERI6 STOP PAD
AND GIRDER (YIP.)- r((TYP.) 5EE NOTE 2
GIRDER STOP, SEE II
0E'1'A115 ON
5HEET RB -005
(rrr.)sEE NarE 1 , OAF
-6RBDT PAP BEM
y9° FROM FACE OF
GiR0E4 TO FACE OF
GiR0E4 5rOP (rYP) r VIEW
B
P.UUEMHER pWIpRAipl
PACC- 7624
RFC -3
NOTE5,
I. GIRDER 5TOP5 SHALL BE CO.VSTRUCTEO
AFTER GIRDER PLACEMENT.
2. THE CLASTOMERIC STOP PADS v.YALL BE
BONDED TO ORDER STOPS WITH APPROVED
ADHESIVE.
3, FOR SKEW ANGLES. SEE °FRAMING PLAN".
SHEET 90 0-23
A OFAIINO PAP A GROUT PAP
NORMAL TO GIROFK E
VIER
PAO
ty
�o
a6
ELASTOMER)C
BEARING PAD
(SEE DEYAIL
TFI 5HEET)
GROUT PAP DETAIL
'k GIRDER, BEARING PAP
d GROUT PAD
LEVEL TAAN5VER5E
i LO.NOML'DIM1'pt
ELASTOME'RIC fµ• 0 i B
PEARING PAP
I �
61QNi PAP- I
_z_
mW I
29- MAX. ALL AROUND
GROUT PAD ELEVATION
1.408 RB4.10
I-5 TO SR 169
STAGE 2 - WIDENING
Sate AND SR 515 INTERCHANGE
isporta11on
SB406 RAMP BRIDGE D ER BENSO ROAD
4 fLASTOMERIf. 5'QY Y/.�tYi 4v.(yCi z.( I y�'8�i lld.r$
I LNM � ��. J
I
I RELEASED. FOR CONSTRUCTi N
LQ'
SEARMG DESfGN TABLE
1
SERJlCE) - L(M(t SLATE
FIER5 1 & 3
DEAD LOAD REACTION
176k
LIVE WAD AEA;RON ('W!O IMPACT)
Rik
0.FLOAPED HOCH`
4.12 11,
LOAVEP HEIGHT (PL)
4.06 1,,
DUAOMETEA HP.APNE55
KD
4
ELAOTOMERIC STOP PAD
VUROMETER HARDNESS = 60
ryy
L l
SECTION D
R
END OF 'p COVE 19 GAGE (0.0749 ")
GIRDER
A GIRDER W � J kBM,hAYE� �4%ID^Y.OMER 4' PEM1R tiG PAO
RECESS 2 3/0 OUTER LAYc'RS (GRAN= 4 ELASTOMEAJ
A - j�4" INNER LAYERS (GRADE 6 ELASrOMER)
5 14 RAGE StlIMV (ASTM .0'011 GRAPE 250)
PLAN - BEARING RECESS IN GIRDER + <rorAt THICKNESS INCIV9,N6 5MM5
'f ELA5TOMERIC
PEADNO PAP
VIEW q
SEAPoNG FAD
.193 SHUT)
SECTION C
1• CH.iMFER i GIRDER K ELASTBMERIC
(YYY) '.I PFARING YP.D
k" OAP BETWEEN
E TASTOMERIC 5T OF PAP 4161'0MERI6 STOP PAD
AND GIRDER (YIP.)- r((TYP.) 5EE NOTE 2
GIRDER STOP, SEE II
0E'1'A115 ON
5HEET RB -005
(rrr.)sEE NarE 1 , OAF
-6RBDT PAP BEM
y9° FROM FACE OF
GiR0E4 TO FACE OF
GiR0E4 5rOP (rYP) r VIEW
B
P.UUEMHER pWIpRAipl
PACC- 7624
RFC -3
NOTE5,
I. GIRDER 5TOP5 SHALL BE CO.VSTRUCTEO
AFTER GIRDER PLACEMENT.
2. THE CLASTOMERIC STOP PADS v.YALL BE
BONDED TO ORDER STOPS WITH APPROVED
ADHESIVE.
3, FOR SKEW ANGLES. SEE °FRAMING PLAN".
SHEET 90 0-23
A OFAIINO PAP A GROUT PAP
NORMAL TO GIROFK E
VIER
PAO
ty
�o
a6
ELASTOMER)C
BEARING PAD
(SEE DEYAIL
TFI 5HEET)
GROUT PAP DETAIL
'k GIRDER, BEARING PAP
d GROUT PAD
LEVEL TAAN5VER5E
i LO.NOML'DIM1'pt
ELASTOME'RIC fµ• 0 i B
PEARING PAP
I �
61QNi PAP- I
_z_
mW I
29- MAX. ALL AROUND
GROUT PAD ELEVATION
1.408 RB4.10
I-5 TO SR 169
STAGE 2 - WIDENING
Sate AND SR 515 INTERCHANGE
isporta11on
SB406 RAMP BRIDGE D ER BENSO ROAD