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a, L
7e>
--- ------- -------
m
lw4-
Z, lb
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co
It
XD(
LLT -1
r
'^i/
e�2
j 4
1441,
CC
1� ?t� 411,
TO P' 0 �S` LL 1[�`?)
�� � � -ft-4 tsar chairs Qw a _ rronsvers eiy
and 4�12'* /ongitudina//y
LONG/ TUDINA L SECT/ON
BAR SPLICE LENGTH
All ♦Irs.* excePt 10P bars
In spans over 24
Top bars in spans over '
•
REINFORCEMENT NOTES
,Splices. In fop main bars to be located near center of span.
Splices in bottom main bars to be located near bent.
aSpCc"Ing -
of all transverse bars is measr�red along �E roadway.
Skew 00 to 200: Place all transverse bars parallel to bent.
Skew over 20'0 : Place transverse slab bars perpendicular to
�E bridge. see details at right and below .
-05912
distribution
D
° I DROPPED CAP
4 " EL== --T
2 1411
u
qV �4 bar
BAR CHAIR DETAIL
•te - Vlew for moln spGn i
Bar p)acement slmllar for spons under 24".
TOP SLAB REINFORCEMENT AT SENT
*,5 l� /2
�distri6ution reinforcement
{i�1111111111hk. 4&04*111� Cap reinfDrc
ace p�,.main slab reAV and
wr . �.. ......w. ...mow +.w�r w
of bent.
CIOn
FLUSH CAP
BOTTOM SLAB REINFORCEMENT AT BENT
BISSELL & KARN, INC.
II /0293 Rockingham Or., Ste. 101
Sacramento, Co. 95827
ORIGINAL SCALE IN Es � I CU
EA
Transverse '
slab reinf:
cont Total 4. -
MGI7 slab r elt7
A
•
i, w Ott
PLAN
4'/L1 e 4l "
2 . i
Hex
1 `V Lit
0
� End Pnst ��7-
I
ELEVATION
BOX SPACER DETAILS
0
4 - TO+. 5
Lock W mss er 5
cul "mac 5her4s
H.S. Rath s t o#o c0 2
L,
H e, Y..
Nut
"h,
11 DIST. CC?111try *OUTK POST MILES -TOTAL PROJECT' Wa lls xarAL
ISO. gin
Washer }
1 �E +BtV £id'G'HEER REG 5{ERE G L. ENGINEER NUMBER
r
11 • DATE APPROVED
E t ( /R.,
H.S. Ro65
f h r zasd e,c be�i� ► ��d
n.
�`� X4 Washers„ IV 2.
Lock Wo,5�ar,5
to
rwr r ..rs w„,. �r • �,�ye i 4+f i • �w•► V � ° �M./ s rrr e
L 1A
ito.i°
�/4 ,~ (?-. aC t rbecsm Reil e e D etC.A i Tr,.� cad s c�nc 1 , °(c►�er ”
if tf
C�c7ttorr�► Rc)d s %-Nh* 1 ?j �'r� x 3,/° x C� - 8 'L
it 10000
1-01"' 0 J ?.Ile
5011 ciza�. + RAIL PO-ST----ONL--
0
t /,,", I~"�
-~ . ' °° x I �It ,� �,. c�,�r C �.x r car r1 c�
Q W tri N. 0 .
4 Q v
a A 144 0 ,.
r4 4J k (4x I
t~- "tet :1 W V -
•-�
v a INC
A` K U U.
N -F4 -U -..+
a 00
r 4 �
40 P"4 r, I=
04 5
I `"' e1
....
44 !1"?
'.,.1
€ C:) +rte j I
t f
r.
..
.'
z 0
• a t W
P7 #-4H o.+.
..
k > ! N
O INC V� 04
14 .0 4 C sloit Fo r
a IV
ye r � i CCS i
ra
CW_1+` A
U 1.3 e --&J ..
o e= "Ao
T,5 2.x 2.x .i 3 5
�:,*-- O et a l l Ib
T54x4X.25
-�---w- -- cam► v
0
t 2" TY P •
to t. 5 0
• g
p mil t r' 5 b,�,�n d i c ,
Z)'/2 x 3/8 x C * $f°
I" (� x T-0" H.S. rods Cthrea\deci
bath antis) tof W 2 ( with 4 1-�cx
rnu►$s -Pe.r rod).
a. „ N am
SECTIONAA RAIL POST DETAILS
i'
WOO
• y"
04 49 THIN SLAB.
1 A-4
U «4 I& . R t
tM 'X AAJF
(4
A't4r-+
0 g
low J
r n
t Z "
°
. ,_.. _ ,r.» _...... ._ _ . _ .. ___.__ .....___..._... _. ..- .._.___.... ...,.,„,,,...._.,.......,., _"___ ._. -...........__._.........a
,,,„ate,,. „kid.. ,.,., �. ..M.,.:,�...,....,_ _... ,. __ ._...._.. __,-
0
V
--- - -- MIR
a= /
✓f
c 5moa+h tran0ion
lock washers.
t
from end post to p c� °
Y
M. height.
3
Note: V r�,u�t' � mr� �
� � �` r�c^�t�'�� d �°
. .R.
f
a= /
✓f
c 5moa+h tran0ion
lock washers.
from end post to p c� °
Y
M. height.
3
Note: V r�,u�t' � mr� �
� � �` r�c^�t�'�� d �°
. .R.
rel° p"c�oe.d h d r l �d
T5 2 x2x.8�5
Cxnci Ck e.ci bole, i6
S
seOeioc6l \"v'
P -L A, N'.
7-
Y
et/},,
vi t i l,,J
Sleeve Form' eco
" � in,
'7 fi
l
'x
9
3/I ” r~
O r Ca
�► . h e
'~TrJ -25
M*
L
'sitdtnq fit inside
,
-J
of r` c4 t} tube,
W 8tloe
nd thusIV
o
SECTION 2 `� 7►
3'6 nu+ (Tack'
fix, ale . e c%r
�,/ °° ° «. i°
G
(threoc�daci
H.
H , S. r cid 5x"r1..►r`
bath► ends) tot. 2ELEVATION
weld to 5keevei.
5 i I, •
(with 3 be -4
nLA+s per roc
METAL BEAM APPROACHV
V/2- x3/8 X .
/0DETAIL,
A - TUBE SPLICE.'',,
..
0 0 I. Posts shall be vertical.
Tubing be bent fit horizontal
t f° 2. shall shop to
i
curve
+� when curve radius is less than 9501
3. Tubing =hall be parallel to vertical
alignment. 8, Railing on
bridge wingwalls to be laced after
P
t
4. tubing shall be continuous over not
less than 3 walls are
backfilled.
intermediate posts, with a minimum
length of 3 9. 3/4" stud
bolt nuts shall be torqued to 175 ft lbs,
anels exee t as noted
/all
P P 0 u I o nuts s a l e wrench tight.
�71Ca " rZQt` -7/ p 5. No more than one tube splice per panel is 10 Anchor bolt ruts shall be wrench ti ht.
g � x t - � H.S. rods Ciobrec�C&C.8 bq+� �
qis `! t° r"` t � CC5►� permitted, except as noted. 11.Galvanize rail assembly
after fabrication.
t �
g er�d5) tof(,-40 2 (With 4 I -)ZX nvt5 per 6. Space posts to provide 1'_6" ruin clear between 12. Designed by AASHTO dated 1973' and Interim Specifi
cxd�uSt merle
rt }. expansion joints and CL of post. cations dated 1974, 1975 and ,1976., ,
�+ (� PO'ST
7. Rail joints in top and bottom tubes at deck expan�- "
S CTIB-*B DE I L3 sion joints shall provide allowance for movement 13. Design height of rail is based on i future over Layw
of , 3 inches c ax u n
E3 y
DESIGN
U -
By
DETAILS
By
QUANTITIES
equal to width of deck joint with corresponding
TRIC S L A increase in length of sleeve.
Checked BRIDGE No. rM ro
RFF
RRIDGE
P A V F
0
CL
aA
t'L
a. -
00,149
z
f --
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