27912(04)-SUPERSTRUCTURE DETAILS (SHEET 1 OF 3) · (04) cjo 9/15 8/15 6/15 27912 tee dpg "a" job...
Transcript of 27912(04)-SUPERSTRUCTURE DETAILS (SHEET 1 OF 3) · (04) cjo 9/15 8/15 6/15 27912 tee dpg "a" job...
(04)
CJO
9/15
8/15
6/15
27912
TEE
DPG
"A"
B018JOB PIECE NO.
Design
Detail
Check
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
Engr.:
Squad:
BRIDGE COUNTY
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORATION
SH-78 OVER CHUCKWA CREEK
(SHEET 1 OF 3)
SUPERSTRUCTURE DETAILS
BRYAN
HENSLEY
DEFRANCO
1'-1" 20'-0"
42'-2"
40'-0" CLEAR ROADWAY
43-ET #4 AT 12" CTRS. (TOP OF SLAB)
20'-0" 1'-1"
BETWEEN A BARS )
AC #4 (1 EQUALLY SPACED
SEE STD. TR4-2
CONCRETE TRAFFIC RAIL
FOR SPACING
SEE "GENERAL PLAN AND ELEVATION"
SR BARS
2.0% SLOPE
8"
SL
AB
ABOUT !
SYMMETRICAL
SHARP EDGES.
! TO AVOID
EACH SIDE OF
ROUNDED 2'-0"
4'-0"
(SEE PLAN AND PROFILE SHEETS)
FINISH GRADE LINE
CL."
212
@ 8" CTRS.
A1 OR A2 #6
2.0% SLOPE
CL.
1"
@ 8" CTRS.
B1 OR B2 #5
CL.
2"
1'-10" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6"5'-6" 5'-6" 1'-10"
CL.
2"43-EB #5 AT 12" CTRS. (BOTTOM OF SLAB)
BEAM SPACING
TO MAINTAIN MINIMUM CLEARANCE
ROTATE HOOKS ON TRANSVERSE BARS
SEE STANDARDS EJ-SK AND EJ-DTL
FOR "DETAILS OF EXPANSION JOINT"
CONSTRUCTION JOINT
SAWED AND SEALED
6" 6"
CONSTRUCTION JOINT
SAWED AND SEALED
SEE STANDARDS EJ-SK AND EJ-DTL
FOR "DETAILS OF EXPANSION JOINT"
FIXED
DIAPHRAGMS (TYPICAL)
INTERMEDIATE
! BEARING8Æ"7"
OF BACK WALL
FRONT FACE
END OF BEAM (TYPICAL)
END DIAPHRAGMS
! BEARING 7" 7" ! BEARING
END OF BEAM2"
END OF BEAM 2"
! PIER
EXP. FIXED
DIAPHRAGMS (TYPICAL)
INTERMEDIATE
(TYPICAL)
END DIAPHRAGMS
EXP. EXP.
! BEARING 7" 7" ! BEARING
END OF BEAM2"
END OF BEAM 2"
! PIER
DIAPHRAGMS (TYPICAL)
INTERMEDIATE
(TYPICAL)
END DIAPHRAGMS
! BEARING
END OF BEAM
7"8Æ"
OF BACK WALL
FRONT FACE
FIXED
NOTE: ALL DIMENSIONS ARE ALONG THE ! BEAM.
BOTTOM OF BEARING ASSEMBLY AT ! BEARING.
DIMENSION IS FROM TOP OF DECK SLAB TO
3'-1¿
"
3'-1¿
"
3'-1¿
"
3'-1¿
"
3'-1¿
"
3'-1¿
"
A1
A2
AC
AH1
AH2
AS
AT
B1
B2
BT1
BT2
EB1
EB2
EPH1
EPH2
ET1
ET2
PT1
PT2
SR1 480
16
28
43
86
16
140
43
86
14
2
198
83
2
86
70
24
#5
#4
#4
#4
#4
#4
#4
#5
#5
#4
#5
#5
#5
#6
#4
#4
#4 BNT.
BNT.
BNT.
BNT.
STR.
STR.
BNT.
STR.
STR.
STR.
BNT.
BNT.
STR.
STR.
STR.
STR.
BNT. 4'-1"
1'-1"
5'-1"
39'-7"
40'-9"
3'-7"
3'-8"
39'-7"
40'-9"
5'-1"
47'-10"
20'-10" AVG.
41'-10"
47'-10"
5'-0"
4'-1"
1'-4"
2'-4" TO 39'-4"
346
198
83 #6
#6
#4 BNT.
BNT.
BNT. 43'-2"
21'-6" AVG.
5'-6"
3'-0" TO 40'-0"
SAW-CUT GROOVING
SEALED EXPANSION JOINT
STRUCTURAL STEEL
STAINLESS STEEL FIXED BEARING ASSEMBLY
STAINLESS STEEL EXPANSION BEARING ASSEMBLY
CLASS AA CONCRETE
EPOXY COATED REINFORCING STEEL
WATER REPELLENT (VISUALLY INSPECTED)
S.Y.
L.F.
L.F.
LB.
E.A.
E.A.
C.Y.
L.B.
S.Y.
MARK NO. SIZE FORM LENGTH VARIANCE
EPOXY COATED
ITEM UNIT TOTAL
SURFACE TREATMENT
WATER REPELLENT
HALF SECTION AT END DIAPHRAGMTYPICAL SECTION
HALF SECTION AT INTERMEDIATE DIAPHRAGM
SUPERSTRUCTURE BAR LIST
SUPERSTRUCTURE QUANTITIES
REFERENCE LINE
CONSTRUCTION
LONGITUDINAL SECTION
Ñ
Ñ Ñ Ñ Ñ Ñ Ñ
(SPAN NO. 1)
41'-0Á"
(SPAN NO. 2)
40'-0"
(SPAN NO. 3)
41'-0Á"
REPELLENT SURFACE TREATMENT.
WITH A PENETRATING WATER
HEAVY LINES SHALL BE TREATED
SURFACE INDICATED WITH
TRAFFIC RAIL WITH OPENINGS
INSIDE FACE OF POSTS ON
APPLY WATER REPELLENT TO
(TYPICAL EACH SIDE)
2" FROM END OF SLAB
" DRIP BEAD21
472.90
98.48
244.20CONCRETE RAIL(TR-4)
91,900.00
24.00
24.00
132.20
33,210.00
180.00
8"