HomeMy WebLinkAboutT-2692CCwXl
5
O
APPROACH. STUD BRIDGE
SAC
PAV'T
APPROACH. SLAD..... IL.. BRIDGE
PLAN - EXPAN51ONPLAN JOINT PLAN -T EXPAN5ION JOINT
AT SIDEWALK AT TRAFFIC BARRIER
4" MOTION RANGE
ITEM NAME
EXPANSION JOiNT NOTES
MIN
NORMAL TO JOICH :
MANUFACTURER
ITEM
NORMAL TO IT.
L SEE STRIP SEAL TABLE FOR APPROVED MANUFACTURERS,
NORMAL TO JOINT
114 CHECFERFJ
.NAME
TYPE
PLATE
2. THE ENTIRE STRIP SEAL A55EM31Y SHALL SE CONSTRUCTED TO THAT
D. S. DROWN
O55 5TRIP SCAL
I. HE STRIP SEAL MAY 8E REMOVED AND REPLACED,
i0P O
"V DIft X 314- LONG
ffi4D °F
SIDEWALK
GALV. CGUNTFR5UN.0 CAP
APRIOR TO INSTALLATION, THE CONTRACTOR SHALL SUBMIT DETAILS AND
DOB STRIP SEAL ASK AGO
SCREWS ® Cr
INSTALLATION PROCEOU.RES FOR THE STOP SEAL A55EMOLY TO THE
IS-
11/p"
ENGINEER FOR APPROVAL TEMPORARY LIFTING, TEMPERATURE AND
i $"
-
CONSTRUCTION ADJUSTMENT OElICE5 5HALL NOT BE WELDF.D TO THE
O^
4^
STEEL SHAPES. THREADED 5TUDS MAY BE WELDED TO THE STEEL SHAPES
1&"
RJ WAT50N, (NC.
AND REMOVED BY GRINDIN6 AND APPLYING A CORROSION PROTECTION
r
R.J. STRIP SEAL 400
SYSTEM TO THE STEEL SHAPES AFFECTED 5Y GRINDING.
RJA
IS"
4. T.YE SYPoP SEAL SHALL S£ CONTINUOUS. DOE FACTORY VULCANIZED
RIP THING
x
.q
SPLICE BE PERMITTED PER
STRIP J200 -C ESSEN
ffiRlP J200 -C
C
2R"
a-
5. IF IT IS ANTICIPATED THAT THE OPENING BETWCE.4 THE STEEL 5HAPE5
v °
2"
WILL BE LESS THAN I I /2" AT THE TIME OF 5EAL INSTALLATION, THE SHELL
11p"
iN"
MAY 9E INSTALLED PRIOR TO ENCASEMENT OF THE EXTRUSIONS IN CONCRETE,
J. "LAW.
6. SUPPORT JOINT A.SSEMBI Y SO THAT GRADE 15 MAINTAINED DURING
WNF
CONCRETE PLACEMENT.
SECTION
C
>. 'HE SHEAR STUDS ATTACHED TO THE STEEL SHAPES SHALL BE SHOWN 0.4 THE
SHOP LRAWING5 AND SHALL NOT INTERFERE WITH REINFORCEMENT IN THE
'LOCKOUT.
APPROACH. STUD BRIDGE
SAC
PAV'T
APPROACH. SLAD..... IL.. BRIDGE
PLAN - EXPAN51ONPLAN JOINT PLAN -T EXPAN5ION JOINT
AT SIDEWALK AT TRAFFIC BARRIER
4" MOTION RANGE
ALTERNATE
5H,
CONCRETE CAME
C A55 AS DECK
CONCRETE
I, .
P -0" x 1'-P
BAOCXOUT
�(
STRiP 5EAL
OF SLAB
TRIP SEAL
K"E AIR RELIEF HOLES
O 1 (Y' O.C. (TTP)
�ALTERNA ;'F STEEL SHAPE 12
%'I y 6" 5TUDS EPA,
1.0" EACH ROW, ALTFRNATE
6.Bb• MIN.
BLOLCOUT (Tyr.)
OF DIAPHRAGM
SECTION IV A SECTION g
STEEL SHAPE TYPES
STEEL SHAPE AT
-IC CARPER IF
RED 9Y
FACTUREF
MANUFACTURER
ITEM NAME
OPE.MNG "G"
MIN
OPENING "CR'
MANUFACTURER
ITEM
NORMAL TO IT.
INSTALLATION
NORMAL TO JOINT
TYPE Y
.NAME
TYPE
WI OTH NORMAL
Y
D. S. DROWN
O55 5TRIP SCAL
.00 JOINT
MIN.
MAX.
ffi4D °F
®64 °P
I @BO °F
D 5 BROWN _
DOB STRIP SEAL ASK AGO
$
4HI"
IS-
11/p"
1}¢"
i $"
WATSON BOWMAN ACME
WASP STRIP 5EAL SEW00
O^
4^
vwl
1&"
RJ WAT50N, (NC.
Re WATSON. INC.
R.J. STRIP SEAL 400
$LL"
RJA
IS"
%'
RJE
_
IN,
HEXLEL FY TV CO.
STRIP J200 -C ESSEN
ffiRlP J200 -C
C
2R"
9'_ -
-- A
i IR"
ALTERNATE
5H,
CONCRETE CAME
C A55 AS DECK
CONCRETE
I, .
P -0" x 1'-P
BAOCXOUT
�(
STRiP 5EAL
OF SLAB
TRIP SEAL
K"E AIR RELIEF HOLES
O 1 (Y' O.C. (TTP)
�ALTERNA ;'F STEEL SHAPE 12
%'I y 6" 5TUDS EPA,
1.0" EACH ROW, ALTFRNATE
6.Bb• MIN.
BLOLCOUT (Tyr.)
OF DIAPHRAGM
SECTION IV A SECTION g
STEEL SHAPE TYPES
STEEL SHAPE AT
-IC CARPER IF
RED 9Y
FACTUREF
MANUFACTURER
ITEM NAME
YET
y /T°'A
T
TYPE
S
TYPE Y
W
TYPE
X
Y
D. S. DROWN
O55 5TRIP SCAL
SSCM2
iK"
SHAPE FOR USE IN TRAFFIC BARRIER
_.�_
;K"
2`
SSE2, +
I'
IN,
WATSON I O'NMAN ACME
WABO STRIP 5EAL
M, R, P
2 "
D4"
A
);("
y"
E
vwl
1&"
RJ WAT50N, (NC.
RJ vTRIP SEAL
RJM
2Yx"
$LL"
RJA
IS"
%'
RJE
_
IN,
_ _
INC`
Y,EXCEL FYFE CO
ffiRlP J200 -C
C
2R"
9'_ -
-- A
i IR"
2"
E
11p"
iN"
1.405 00-0-53
IS TO SR 169
STAGE 2 -WIDENING
AND SR 676 INTERCHANGE a+
BENSON ROAD BRIDGE
ev...RCnu eFVUr nerenc
,RIM OUTSTANDING LEGS OF ESCM
SHAPE FOR USE IN TRAFFIC BARRIER
1!0.
EMILE UAW
MINE RECORD =DESCRIPnON
DESIGNED BY
CHECID:D BY
OE M
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o
WNAOER:
f.c[y4
J. "LAW.
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WNF
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CKAGE:
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SGW�p
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f. RGYA
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ifWYM
FDL%. DOWN .R',
1. NEIEON
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1.405 00-0-53
IS TO SR 169
STAGE 2 -WIDENING
AND SR 676 INTERCHANGE a+
BENSON ROAD BRIDGE
ev...RCnu eFVUr nerenc