27906(04) superstructure details (sheet 3 of 3) · superstructure details hensley defranco...
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JOB PIECE NO.
Design
Detail
Check
SHEET NO.
REVISIONSREV. NO. DESCRIPTION DATE
Engr.:
Squad:
BRIDGE COUNTY
OKLAHOMASTATE OF DEPARTMENT OF TRANSPORTATION
(04)
1/17
27906
TEE
DAN
CHOCTAW"A"
B016
F2 #4 AND F3 #4
13'-1"! BEAM ! BEAM
B
B
(DIMENSIONS ARE ALONG ! DIAPHRAGM)
PLAN OF END DIAPHRAGM
"211'-6 "2
11'-6
(TYP.)
1'-2"
EPH #4
SEE STANDARDS EJ-SK & EJ-DTL
FOR DETAILS OF EXPANSION JOINT
EPH #4
11"
(DIMENSIONS ARE ALONG ! BEAM)
EXPANSION JOINT
DETAIL AT PIER
SL
AB
8"
CL."
212
BETWEEN BEAMS
DETAIL AT ABUTMENT
(DIMENSIONS ARE ALONG ! BEAM)
AS #4 AH2 #4 4-AD1 #6
"16156"8
310
Cl.
2"
CL."
212
SL
AB
8"
SL
AB
APP
RO
AC
H
1'-1"
SL
AB
8"
AS #4 AH1 #4 4-AD1 #6
SL
AB
APP
RO
AC
H
1'-1"
Cl.
2"
"8310 "16
156
OUTSIDE OF BEAMS
DETAIL AT ABUTMENT
CL."
212
(DIMENSIONS ARE ALONG ! BEAM)
DETAIL "A"
FACE OF BEAM WEB
" THICK X 4" X 4"41
PLATE WASHER
WITH HEAVY HEX NUT
" DIAMETER BOLT411
HO
LE
2"
"43
3"
PAINT (MINIMUM 150 MICRONS) AFTER ASSEMBLY.
AND HEX NUTS WITH TWO (2) COATS OF ZINC-RICH
PAINT EXPOSED DIAPHRAGM BOLTS, PLATE WASHERSNOTE:
FACE OF BEAM WEB
(SEE "BEVELED SPACER")
BEVELED SPACER
WITH HEAVY HEX NUT
" DIAMETER BOLT411
" THICK X 4" X 4"41
PLATE WASHER
MIN.
"43
MIN.
4"
HO
LE
2"
DETAIL "B"
PAINT (MINIMUM 150 MICRONS) AFTER ASSEMBLY.
AND HEX NUTS WITH TWO (2) COATS OF ZINC-RICH
PAINT EXPOSED DIAPHRAGM BOLTS, PLATE WASHERSNOTE:
BEVELED SPACER
NOTE: EXTRA STRONG PIPE SLEEVE MATERIAL
DIA
ME
TE
R
INSID
E
"21 1
"21
"851
DIA
ME
TE
R
OU
TSID
E
2"
5"AS #4 x 5'-0"
2'-1"
10"
2'-1"
(TYP.)
135°
8"
6"9
"
8"
6"
8"
9"
6"
8"
8"
"21
5
"21
5
8"
5"
8"
4"
8"
AH1 #4 x 3'-1" AH2 #4 x 5'-7"
FPH #4 x 7'-3" EPH #4 x 4'-3"
CONSTRUCTION REFERENCE LINE
END DIAPHRAGMS
DIAPHRAGMS
INTERMEDIATE
END DIAPHRAGMS
! BEAMS
(TYPICAL)
"413'-3
(TYPICAL FOR EACH SPAN)
DIAPHRAGM LAYOUT
SH-109 OVER HORSE CREEK
(SHEET 3 OF 3)
SUPERSTRUCTURE DETAILS
HENSLEY
DEFRANCO
11'-4"
8" 8"
A
A
INTERMEDIATE DIAPHRAGM
(DIMENSIONS ARE ALONG ! BEAM)
! DIA
PH
RA
GM B
OLT
(2 EACH SIDE OF JOINT)
4-AD1 #6
END DIAPHRAGM AT FIXED PIER
(DIMENSIONS ARE ALONG ! BEAM)
! DIA
PH
RA
GM B
OLT
END DIAPHRAGM AT ABUTMENT AND EXPANSION PIER
(DIMENSIONS ARE ALONG L BEAM)
4-AD1 #6 (OVER ABUTMENT)
1'-0"
! DIA
PH
RA
GM B
OLT
FPH #4 4-AD1 #6
11"
FIXED JOINT
DETAIL AT PIERS
LA
B
8"
CL."
212
(DIMENSIONS ARE ALONG ! BEAM)
SECTION A-A
1"
2'-1"
3"
"214 "2
14BOLT
DIAPHRAGM
6"
"21
4
9"
"21
4
SECTION B-B
HO
LE
! B
OLT
SL
AB
8"
RO
1/17
4/16
3'-0"
5'-0"2'-2"
U2
U1
U3
U4
1'-5
"
2'-3"
1'-9
"
2'-6"
U4 #4 x 6'-3"
U3 #4 x 4'-9"
U2 #4 x 5'-9"
U1 #4 x 4'-1"
2'-3"
SP
AN N
O. 1
AN
D 3
SP
AN N
O. 2
1'-1
1"
2'-6"
2'-0"
U4 #4 (SPAN NO. 2)
U2 #4 (SPAN NO. 1 AND 3)
4 - F5 (SPAN NO. 2)
4 - F2 #4 (SPAN NO. 1 & 3)
2 - F6 #4 (SPAN NO. 2)
2 - F3 #4 (SPAN NO. 1 & 3)
SP
AN N
O. 2
SP
AN N
O. 1
& 3
1'-9
"
U3 #4 (SPAN NO. 2)
U1 #4 (SPAN NO. 1 & 3)
6 - F
4 #
4 (SP
AN N
O. 2)
6 - F
1 #4 (SP
AN
S N
O. 1
& 3)
2 - F5 #4 (SPAN NO. 2)
2 - F2 #4 (SPAN NO. 1 & 3)
2 - F5 #4 (SPAN NO. 2)
2 - F2 #4 (SPAN NO. 1 & 3)
2 - F5 #4 (SPAN NO. 2)
2 - F2 #4 (SPAN NO. 1 & 3)
2 - F5 #4 (SPAN NO. 2)
2 - F2 #4 (SPAN NO. 1 & 3)
3'-0"
2'-5"
SP
AN N
O. 1
& 3
SP
AN N
O. 2
EACH SIDE OF EXPANSION JOINT
85 - EPH #4 @ 6"
(OVER ABUTMENT)
19 - AH2 #4 EQUALLY SPACED
(OVER ABUTMENT)
7 - AH1 #4 @ 6"
2 - F6 #4 (SPAN NO. 2)
2 - F3 #4 (SPAN NO. 1 & 3)
4 - F5 #4 (SPAN NO. 2)
4 - F2 #4 (SPAN NO. 1 & 3)
2 - F6 #4 (SPAN NO. 2)
2 - F3 #4 (SPAN NO. 1 & 3)
4 - F5 #4 (SPAN NO. 2)
4 - F2 #4 (SPAN NO. 1 & 3)
3'-0"
2'-5"
SP
AN N
O. 1
& 3
SP
AN N
O. 2
NO. 1
& 3
SP
AN
NO. 2
SP
AN
1'-8
"
1'-6
"
6 - F4 #4 (SPAN NO. 2)
6 - F1 #4 (SPAN NO. 1 & 3)
11 - U3 #4 EQUALLY SPACED = 10'-0" (SPAN NO. 2)
11 - U1 #4 EQUALLY SPACED = 10'-0" (SPAN NO. 1 & 3)
11 - U4 #4 AT 12" CTRS. = 10'-0" (SPAN NO. 2)
11 - U2 #4 AT 12" CTRS. = 10'-0" (SPAN NO. 1 & 3)
73-FPH #4 @ 6"
2-AD1 #6
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