HomeMy WebLinkAboutT-2692BDQ
cc
C4 4 BEARING -
to
9 CHAMFEF
W�
a
O
DIPPER
a
8
BLOr%OOYS fol ____`U4TD RdNEORCEMENY
C5 - IND X4- S!ON JOINT
ANCHOR O EA ' - LONV . JT. W:
AM1'CHGR _ `\
(YTP) PAVTCSEAY -�, \ 8 -[53S! ®YA 5H FAR KEYS
If
\'1f, B A iNG
5ACK OF
81' C \C 24 ®2 Y4 �,
AF WI 2' - &' MIN SPLICE -�
J /.. /-
/
OP7 F6 JI
I
I I
I
I I OA 150
I
I I (✓e .40LE5
I I / INROUGH
GIROER5-
I
TOP OF
GADER
P \ /
wares:
d CaIXVEK DOTTDM �Qa
Fp FLANGE f� 1. CAST £N6 P!AP.HRP.GMS AFTFR PECK PLACEMENT AND �lt� BE BETWEEN GIAOER5
GL4PEft P09r- TEN510NIAG�
PARTIAL PLAN - END DIAPHRAGM b1AOERu GHALL BE HELD RIG!OLY IN PLACE UNrR ENP
VIA. HKAGM5 ARE LACEO.
3 SEE SHEET Br-0 50 FOR DIMENSION A',
- 97 (2 E' MIN. SPLICE WHEN NEEDED)
P PiEK 1 HOWN, PIER 4 IMI AR. I (PLACE AN SHOWN)
NOVICE A MINIMUM OF ; JALKS N PARALLEL FOR (' 911NOLEP PN.CS)
H vIKPEA ¢ 41ApEA F JACKING PROCEDURE LOCAYEO A$ 5HOWN. TOTAL JACKING
REiNFORC£MENr YYFILAL 9ETWEEN GIRDERS WAD IG AS FOLLOWS: G / 5EC
.. PIER C 960 tlpu TION A
FIER 4:1260 11Ne
e-Y 9PA ✓i✓ J° '-2 EPA 0 D"
SPA Y' NIN I P MN SPA ¢ 40" fiX P MIM.
9" MAX, BAG. - NORMAL TO GRAPE AG - .4OAMAL TO GRADE
O 3" MA% 3" MAX. P
A ® AB Y
W1 e'. 4. JOINT
G_A[1�_. JOINT
SEA' ! SEE EkPANSVON JO'NT SEi EXPA4'v10.4 JOIw?
5YA 5 / —J gALC OF I DEYM1ILS pETA1LG
C MIN, SY.IC_ I "A" I i GIRDER I 5AC.K OF
A' 6 ri GIRPER j'+— PAVEMENT 5EAf
ry PAVEMEKi S� = GP_ALE _GAAP_
2" MN_
I
ti
4 rt n ENO OF PRECVER
p GIRDER 1 0" .
D(APH.
CIA H , EVP OF PRE. ^.M1Sr
I
I r
I
t_ RM #7 (5 BUNDLED PAIR5)
iA1M1' SPLICE OF
2 .moo " OETWEEN GIRPER9
MIN. v� P.
JACKNG PGTNT (NODE 5)J �/ 502 14
On 19 I I. Opt 1
5" wEB ( p HOLE
G IRDER rrv.)
PARTIAL ELEVATION - END DIAPHRAGM E OEA"RINe (r: )RED AI.PwG
NOTE: SLAB REINFORCEMENT NOT 5NOWN FOR CLARITY
P.6UEMNER
ml
S
BEARING PAC
GKOOT PAC
I
q PRO, PIER t t SRO, PIER 4
1.406
1-6 TO SR 168
BGA -37
esh471 State
ent of Transportation
STAGE 2 - WIDENING
AND SR 616 INTERCHANGE��
—
rd23
BENSON ROAD BRIDGE
END DIAPHRAGM DETAILS
'A-