HomeMy WebLinkAboutT-2692BEi
(I
Q INTERIOR GIR6ER� f EXTERIOR GN40£R
I �
_ REINFORCEMENT TYPICAL BE1W£EN G {R9 €k5_
-�
j2 SPA. ® S 2 SPA, M
Y Y6 1 S-� T - 1'L MIN._.. J.- / SPA. 0 V -O" MAX M'N. _ �
N
µ 8w
wbu
Lc
° Mw
m to
ANCHOR DETAIL
ASTM A$G7
ISO- FIELD BEND MUM V
TO FINAL POSITION
(TYP, £A, INT. PLAPH.)
C INTERMEDIATE OIAPH.
,NORMAL TO GRAPE
I
Jf SLAP REINFORCEMENT
51TJ IF Ya
09 ®r5
IF 01
XR HOLE
THROUGH
GIRDERS
�- 2 - m i7 (2' -6" MIN. 5'uCE)
(1 VVWILEP FAIR)
SECTION A
NIPF
1. 5£E "F4AMING PLANE FOR VIAPH4AGM LOCATIONS
ANT ORIENTATION, SHEETS PG -O -SO AMP 5G0.31.
X. 6IRV£R5 5HAU BE HELP WOOLY IN PLACE WHEN
PIAPHRAGMS ARE PLACED. RfYNFORCING" PAR SHALL
5E THREATEG THROUGH HOLE5 IN GIRPE95 PRIOR TO
PLAgNG OF EXTERIOR GIRPER5.
5, ME SHEET BG -0 -36 FORA" OPHENSION.
PARTIAL
ELEVATION - INTERMEDIATE CIAPHRAGM
NOTES:
L SLAP REINFORCEMENT, NOT SHOWN FOR CLARITY
2 DIMENSIONS ARE ALONG VIAPHRAGM.
FACE OF GIRDER WEE
y/
MIN.
b AX. THREN
I- VIA BOti(TYP.)
.
ANCHOR DETAIL
ASTM A$G7
ISO- FIELD BEND MUM V
TO FINAL POSITION
(TYP, £A, INT. PLAPH.)
C INTERMEDIATE OIAPH.
,NORMAL TO GRAPE
I
Jf SLAP REINFORCEMENT
51TJ IF Ya
09 ®r5
IF 01
XR HOLE
THROUGH
GIRDERS
�- 2 - m i7 (2' -6" MIN. 5'uCE)
(1 VVWILEP FAIR)
SECTION A
NIPF
1. 5£E "F4AMING PLANE FOR VIAPH4AGM LOCATIONS
ANT ORIENTATION, SHEETS PG -O -SO AMP 5G0.31.
X. 6IRV£R5 5HAU BE HELP WOOLY IN PLACE WHEN
PIAPHRAGMS ARE PLACED. RfYNFORCING" PAR SHALL
5E THREATEG THROUGH HOLE5 IN GIRPE95 PRIOR TO
PLAgNG OF EXTERIOR GIRPER5.
5, ME SHEET BG -0 -36 FORA" OPHENSION.
1.406 BD.aae
TO SR 169
rA°�iK snno: .� VAOF STAGE 2 - WIDENING
P.olmrta¢e,,,,., ae Washington State
PACNAW: /,/A Depertrnent of Traluportagon AND SR 615 INTERCHANGE_ t;
Y iNNf4l AEIFA6F9 FOR C6NlIAUCTI0.Y .21 EN6a0N 0.18XOHfaOX P.OeFR11ER 7624 �i BENSON ROAD BRIDGE
A woos FINAL olwax - aA E. xllsaN Y.NWANWYO P. aulxmeR RF0 .2A i/ .e„a„.— ° INTERMEDIATE DIAPHRAGM DETAILS
co
IR
" .
.
co
IR