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329 f5 YIES
5'-U'MIN. LAP
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E PIER 2 A
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PIER 2
14 - 222 fill E0. SPACED
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14 - ®614 EACH LAYER TOTAL 2E) COLUMN REINFORCEMENT
SPACED AS SHOWN (MIN. SPA. 5 ")M
5EMON g —f LT. IN"-
RE -O -fp 6 1/2 - 6 112 "
5 U2 LIE.
ZIE1 15 ;226185
DETAIL
{ PIER 2
REINFORCEMENT
f P.ER 2
PECK SLAB REINFORCEMENT
PECK SLAB
REINFORCEMENT 14 222 YH Ep 'v_P_AL_ED B F22U fiT
:5 CONDUIT
169 9RI06F
"C" ON PDX I
i
rCONOTKVCIIOK JOINT VJRFACE
T
5EMON C Y ADJUST LOCATIONS OF CCO55 SEAM
LON6ITUOINAL REINFORCEMENT TO
8 -0 -06 AVOIP COLUMN REINFORCEMENT. SEE
DETAIL E ANN F THIN SHEET FOR
I
114 EACH LAYER (TOTAL 2.)A
6PAOEP AS SHOWY /MIN. SPA. 5")
SECTION p
—¢ RT. COLUMN B'0 -16
iLj
Y
E 0 -16
DESIGN
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nc.
`T
o� w urar
aAPo\aEa:
fi. SAUMH
IS TO SR 569
RB -0.77
TASK LEAD:
STAGE 2 - WIDENING
P.MENn1Et
,E
im
Washington State
AND SR b76 INTERCHANGE
PACKAGE:
R'
W'Department
of Transportation
623
7624
V1
SB406 RAMP BRIDGE OVER BENSON ROAD
PIER 2 CROSSBEAM SECTIONS & DETAILS