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TYPICAL SECTION
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rContaxtUINO. �-
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GENERAL
Document
t�r�os
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DE3IGH t A.A.S#H.O. IDATED 1965 WITH REVIBIONS AND AS
` Barrier 'cx i if+� 1 s SUPPLEMENTED BY BR I OGE Pl ANN I NG AND DESIGN
MiNIJA ,
For size � 6,0cm � o r ,� � � � `I2
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roil dowe/s.
LIVE LOADING: 14820w44 AND AL19RNATIVE
Wil} tot, gsr- ... t
ff toy 4? # trot'. i #� �+° 1� REINFORCED CONCRETE 1 F� .� 24r P.S. I at, EXCEPT
=5
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un a Cs
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e- - ,+�" ` ` NIS PREssunE TONS PER #Fv ALLOWABLE DEG IGN
.oto erect ta � �� � � �
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WORKING «RCE: THE TOTAL FORCE PER BRIDGE AT 4E SPAN REMAI N I NS AFTER ALL LOSSES
I NCLUD I NG THOSE DUE TO CREEP AND SHRINKAGE OF CONCRETE ADD GREFA
OF STEEL HAVE OCCURRED SHALL EQUAL
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t
1= HI R I ZONTAL CLEARANCE BETWEEN UNITS 2 1/2* MIN.
29 UNITS MAY BE BUNDLED VERTICALLY t N GROUPS OF 3 MAX .
3. VERTICAL CLEARANCE BETWEEN BUNDLED UN I T S 3n fAi N.
GENERAL: 1. AT THE +DDNTRA+CT'DR'S OPT I ON THE PRESTRESS 1140 FORCE MAY 'GARYft
e -` ' d, FROM THE THEORETICAL PORCE PER GIRDER PROV 1 DED THE TOTAL FDITCE
IS DBTA I NED AND 18 DISTRIBUTED SYt4TR t CALLY ABOUT THE q OF THE
1TYPICAL SECTION*
t ods
2. UNITS ARE TO BE TENS I ONEG A FEW AT A T I VE IN EACH G t RDER TD
MI NINIZL STRESS DIFFERENTIALS. STAESSING SEQUENCE SUD.J CT
TO APPROVAL. OF THE ENGINEERS
■.�F 3. DURING STRESSING OPER T I INNS t Tom`-EL0NGAT i 01i SNALb.8E coNrI UOUSLY
COMPARED WITH SAGE PRESSUFE TO CHECK AOA I NST TENDON BLOCKAGE AND
EXCESSIVE FRICTION.
2
PLAN 4a BAR RE I NFCR L NT INTERFERING WITH T HEPPREST"RESS°I NG T F.N N P
At, I GNMZNT SHALL BE ADJUSTED DIRECTED BY THE ENGINE R i
D I ROER STEMS SHALL at FLARED AS NECESSARY NEAR ANC14CRAGE
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W.
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Outside ground surface. Slope e er foot L �� � � �f ,� �' W-/
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fr'J Curb r 4 d e.t _ � �"#"�0 dr�Tl�`�`
dei+ Ploce r ' l # ''
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Woter. Backfill
nd abutment nol to be 96
Mex
�ry hoeep..1f /00ced higher thou till In front of abutment
Until superstructurgis r place. After super -
4 Cx /Z eL EVATION
SeCr/ON
.. structure has been placed., bac tt11 to big
g �Lk0ltu 151Ws Ploced uniformly of both abutments to e4valize ��
t. airs
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Construction Join t
max. size for Cost Iron 00
or Asbestos Cement pipe. rs
rt-ace of WO/I
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DRAIN THArC...'" ... /JR8 4 tot / web to 1* r eIn r 1 tars t 12
..,.....�. x. r 1 ry 1s to support e is �a inprop r' pol` 1a }
ba
rs
® _ during concrete pled`. Alternative detail moy be
Ue
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LoodIng Notes
Optional type key/ � 2 414
'r1
Sup r 1`r ture load a d- to vary fween � �' `TING '` r
(Omit footingkey C
_2 'ok
in' H"20
;rr
r 50k 0
p ey- ffiva/ foot, W W 22 to H**?8Me
when ordered
5$01 1 filler
- 17.5 p r' t foot, Ham 1 t` Engineer. �
" CTION afl W t ret_
�
16 rad.
Level surcharge used. /0.. . _ .- _ tulle
TZ
r TABLE 1 11 ` �`
rEEL DIME I D ;r t , � or more Po rs ` r l*sed
Nape o s p rstrueture m1n. MPWM
,. Max. f o '` strip ` . .. r
1 " ' _ ,, ` t roves 1.:5q.i , t
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'Tpar t0 joint filler -. r rue -section -- each
I of P /oil
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File
_Q_ Bars Aft '9 La 4FIO lyz 8 4r MO.
z Mz 7 DEMOMENT OF PUbLIC *QW
05 47 a 7P2'
Lyle. 0 0 0AIrt
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$
Bt P% 4-A :3
NO A9 DVIUCKANad
ATASCADER0 CRP BRIDGE (WIDEN)
Cora. 1:-2 ft. 6163 5948
sleet tis. 1�t� '� 3, _ __271 3,x 6 92151-0-1-1- 510 �►` 0
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NZ1*CIVIL 9116081104 $ 190A
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• rr , r :� backfill to he placed u ttorml of both obats. 4 12
if
ae,jr It. o i7q1jolize well prev
r L A l o joipt may he lir red with hardbi7ard and
10f+'c"'� � i �� bot cut bo& to the Mot of the ChaMf*r On thd
DRAINAGE , ed face .
si.
Ukca` fR .fin
ifs zi S �` ME
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# a . r p 1 PLAN
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LAI W-IMAL#•F*&I-KLL3f�, +� ,� +
Tnw1UxiL A R4;1 EJJ , r Asbestos Cementp1pen, `afts r ct o . f
-10ba
0 z to PLAN of wall
WIN lL fe
, — TEP -T
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' °� d DRA "I I 1V(11GiJCUR,6t1 of e. See jCIN 7 19 0 0 ' r '" r l acing f r rr> � d '
�.. E oFatitl s based On 24A3 fooililg- max. IntervOls to SVPPOrl th& W01etSIOPM
diswl a
- ri d► concrete placemenl. Allarnallve delall may big
00 0< 0 0 f , I SUbMilled r r i7pprOV471 0 the Eng1flear.
Notes AN �
, @bar 'I ;
Superstructure load ossumed to vary between � � �' 11 Mod
.. . � m 1 thickness
5.0 20. per ,Ansel fool., H= t z Z40 NOPMOMMWOMEN" seat bfflwaan filler
E B . .. and ,jm-~te s
lop
.
r
3
Ae
2 11 Lal urar � COWRACI 1,iO. ,� waterit t have
# r DAM — or mare pours raised
' i strip ° ribs l r .� e ./ s . in min
i r tr �r a, 1 t t ', rA B e F REINFORCING $TEFL DIMENSION A D Tib -�,. bar
1 AS r 1 CHANGES joint filler-- sop 'l rib crus-sect o area o each
.,._,... . 71f Of t118 11Vt r t0 s HOigbt
2'vff --T -P 4'T
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6JJ, 7 1" 3 R.SAM0.41 6
< C 3-11 /0 -4r-jil` 4 -*7 D E rA IL W /Emma
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0i . V.—i —
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0: S`ATC OF CAUF011I11A
Wool U L 2M6 r Ak/0 if JZ 2!Lla g- 5 011916 ;1� e 15 R L/ /67 *Mtffr Or KIC '
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Tr P,7 L#A4
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DE TA IL U3 DF1 AIL. U4
MOE TFA-9 IL U L ®r-E. rA IL 412
BEN T CA-
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CA NTIL EVER TYPE/?/G D 01FRAMEP
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