bd632m - r.c. box culvert
TRANSCRIPT
RAIL ELEMENT
4 EA. POST
A325 ANCHOR BOLTS
W/ LEVELING NUTS
#19 (#6) BAR330 (13")
51 (2")
125 (5")
BO
X C
UL
VE
RT
200 (8")
450 (18")
þÿ�5�9�4� �
þÿ�7�9�7� �
þÿ�2�2�
#22 (#7)
125 (5")
NOTE:
PRIOR TO CONSTRUCTING CURB AND DECK,
ANCHOR BOLTS SHALL BE INSTALLED WITH
ANCHOR BOLT ALIGNMENT & PLACEMENT
W/BASEPLATE INSTALLED TO ENSURE PROPER
EITHER A TEMPLATE OR ACTUAL POST
20
3 (8
")
(CLR.)
(TYP.)
þÿ�1�6� �(
HEXHEAD
BOLT WITH
HEX NUTS
2.77 12 GA.
W-BEAM
TS 4"x3"
(100x75)
þÿ�1�0�
25 ODx52 LONG
þÿ�(�1�"� �O�D�x�
SLEEVE
W150x30 (W6X20)
RECOMMENDED
DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.
RECOMMENDED RECOMMENDED
BD-632M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
SHEET 7 OF 11
þÿ�9�5�3� �(�þÿ�4�7�6� �(�
330 (13")
75 (3")4 SPA. @ 200 (8")=
800 (2’-8") BETWEEN POSTS
TYP.
TYP.
TYP.
TYP.
G
G
#13 (#4)
L GUIDE POST &
OFFSET BRACKET
C
#22 (#7)
TYP.
#19 (#6)
SECTION G-G
TO
P S
LA
B
T
350 (14")
75
(3")
MALE END
MECHANICAL
SPLICE
75
(3")
175+
MALE END
MECHANICAL
SPLICE
25 (1")R
50 (2")R
T M
IN
US
(-)
50 (2")
T M
IN
US
(-)
50 (2")
50 (2")R
630 (25")þÿ�2�1�5�
75(3
")
FEMALE END
MECHANICAL SPLICE
(TYP.IN CURB)
#13 (#4)
SEE REINF.
BAR DETAILS
#13 (#4)
SEE REINF.
BAR DETAILS
#13 (#4)
SEE REINF.
BAR DETAILS
25 (1")R
TWO #13 (#4) BARS REQUIRED IF TOTAL
WEARING COURSE THICKNESS (h)
IS GREATER THAN 150 (6")
þÿ�6�0� �(�2���"�)� �M�I�N�.�,
COMBINATION FILL AND OVERLAY
TOTAL WEARING COURSE THICKNESS (h)
h
SE
E
NO
TE
1
SEE NOTE 2
þÿ�(�6 !�h h
175+
þÿ�(�6 !�h h
VERTICAL REINFORCEMENT
ALL VERTICAL REINFORCEMENT #13 (#4)
1.
2.
64
þÿ�(�2
NOTES:
REINFORCEMENT BAR DETAILS
TS 4"x3"
(100x75)
25 ODx52 LONG
þÿ�(�1�"� �O�D�x�
SLEEVE
þÿ�1�6� �(
HEXHEAD
BOLT WITH
HEX NUTS (TYP.)
WEARING
COURSE
BO
X C
UL
VE
RT
TO
P S
LA
B
WE
AR
ING
CO
UR
SE
PARTIAL ELEVATION ALONG
TOP DECK OF CULVERT
50 (2")
CLR.
TYP.
TOP OF CURB
STANDARD
R.C. BOX CULVERT
HEADWALL DETAILS
PRECAST
ANCHOR BOLTS
4 REQ’D., TYP.
FOR DECK REINFORCEMENT SEE BD-601M
150x200x565
þÿ�(�6�"�x�8�
WOOD BLOCK
75 (3") TYP.
C6x8.2
RUBRAIL
TS 175x75x6
þÿ�(�7�"�x�
150 (6") LONG
SEE ANCHOR BOLT
BAR DETAIL
FEMALE END
MECHANICAL SPLICE
50 (2")R
T M
IN
US
(-)
50 (2")
þÿ�2�1�5�
ANCHOR BOLT BAR DETAIL
JUL.24, 2006JUL.24, 2006 JUL.24, 2006
CHIEF BRIDGE ENGINEER
MECHANICAL SPLICE AS PER BULLETIN 15
MECHANICAL SPLICE AS PER BULLETIN 15
STANDARD
RECOMMENDED
DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.
RECOMMENDED RECOMMENDED
BD-632M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
HA
UN
CH
OUTSIDE FACE
OF WALL REINF.
POST
TENSION
DUCT
INSIDE FACE
OF WALL REINF.
BEYOND P/T
BLOCKOUT
SECTION E-E
E
E
100x125x170
þÿ�(�4�"�x�5�
POST TENSION
RECESS
#13@300 (#4@12")
DIAGONAL REINFORCEMENT
BAR TO EXTEND TO
EXISTING REINF. AT
END OF SECTION WHEN
P/T POCKET IS REQ’D.
SECTION D-D
D
D
þÿ�4�0
� �
MIN
. CLR.
6" MIN.
12" MAX.
HA
UN
CH
SL
AB
SLAB
SIDEWALL
2 EQUAL SPACES
3-#13 (#4) DIAG.
PLACED BEHIND
POST-TENSIONING
RECESS
#13 (#4) DIAG.
TIE FIRST #13 (#4)
DIAG. TO SLAB
REINFORCEMENT
BAR
BEND REINFORCEMENT
BARS TO AVOID
INTERFERENCE WITH
POST-TENSIONING
RECESS.
170
þÿ�(�6
1 1/2" TO 3" CLR.40 TO 75
þÿ�(�1���"�
REINFORCEMENT
BEYOND POST-
TENSIONING
RECESS.
REINFORCEMENT BENT
TO AVOID INTERFERANCE WITH
POST-TENSIONING RECESS.
SID
EW
AL
L
SIDEWALL
REINFORCEMENT
(INSIDE FACE)
SIDEWALL
SLAB
SEE
DETAIL E
þÿ�6
125
(5")
25
(1")
CLR.
25
(1")
CLR.
25
(1")
CLR.
TRANSVERSE
REINFORCEMENT
(TYP.)
LONGITUDINAL
REINFORCEMENT
(TYP.)
DETAIL E
ALTERNATE
TYPICAL
ELEVATION
ELEVATION
HAUNCH SECTION DETAIL
SHEET 8 OF 11
100x125x170
þÿ�(�4�"�x�5�
POST TENSION
RECESS
100x125x170
þÿ�(�4�"�x�5�
POST TENSION
RECESS
100x125x170
þÿ�(�4�"�x�5�
POST TENSION
RECESS
þÿ�3�8� �(�1���"�)� �D�I�A�.�
SCH. 40 PVC POST-TENSIONING
DUCT
þÿ�3�8� �(�1���"�)� �D�I�A�.�
SCH. 40 PVC POST-TENSIONING
DUCT
þÿ�3�8� �(�1���"�)� �D�I�A�.�
SCH. 40 PVC POST-TENSIONING
DUCT
R.C. BOX CULVERT
MISCELLANEOUS DETAILS
PRECAST
JUL.24, 2006JUL.24, 2006 JUL.24, 2006
CHIEF BRIDGE ENGINEER
SECTION A-A
W
TOP OF WEIR
SECONDARYPRIMARY
CELLCELL
EXISTING STREAMBED ELEV.
ELEVATION
FILL
WING WALL
NORMAL WATERSURFACE
ROADWAY CROSS SLOPE ROADWAY PROFILE GRADE
450
STREAM GRADES 4%
TWIN CELL BOX CULVERTS WITH
(1
’-6
")
20
0 (8
")
MIN
.
DEPRESS ROCK
300 (1’-0") BELOW
NATURAL STREAM BED
ELEVATION
WEIR
SECTION A-APLAN VIEW ELEVATION
PROFILE TYPICAL BAFFLE
2-#16 (#5)
PLAN TYPICAL BAFFLE
#16 (#5)-90 HOOKS ALTERNATE SIDES
STANDARD
RECOMMENDED
DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.
RECOMMENDED RECOMMENDED
BD-632M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
A AFLOW
ALTERNATING BAFFLESW
ROADWAY PROFILE GRADE
EXISTING STREAMBED ELEV.
CUTOFF WALL
WING WALL
ROADWAY CROSS SLOPE
DEPRESS ROCK
300 (1’-0") BELOW
NATURAL STREAM BED
ELEVATION
300 (1’-0") x 200 (8")H BAFFLES300 (1’-0")
2-#16 (#5)
300 (1’-0")
20
0 (8
")90 HOOK
1 ROW
2-#16 (#5)
300 (1’-0")2
00
(8
")
#16 (#5)
þÿ�1�-�1�2�
THREADED INSERTS
#16 @ 300
BO
TT
OM
SL
AB
OF
BO
X C
UL
VE
RT
CAST IN PLACE
*~
APRON (TYP.)
ST
RE
AM
TO
P W
ID
TH
300 (1’-0") x 200 (8")H
300 (1’-0")
(M
IN
)
****
BAFFLE OPENING= STREAM TOP WIDTH/3
**
*
20
0 (8
") M
IN
BOX CULVERTS
50 (2") CL. TYP.
DESIGN BAFFLE WIDTH
BAFFLE DETAIL (TYP.)
50 (2") CL. TYP.
DESIGN NOTE:
THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES
WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA
FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING
PRELIMINARY DESIGN.
MISCELLANEOUS DETAILS
R.C. BOX CULVERT
STREAM GRADES 4%
****
BAFFLE OPENING= STREAM TOP WIDTH/3
**
*
þÿ�1� �R�O�W� �#�1�6� �@� �2�3�0� �(�#�5� �@� �9�"�)� �W�
DE
PR
ES
S
300 (1’-0")
MIN
.
DE
PR
ES
S
300
(1
’-0
")
200
(8")
(#5 @ 1’-0")
ALTERNATE
SIDES
TYPICAL BAFFLE DETAIL
PRECAST BOX CULVERT
ALTERNATE BAFFLE DETAIL
CAST-IN-PLACE BOX CULVERT
SHEET 9 OF 11JUL.24, 2006JUL.24, 2006 JUL.24, 2006
CHIEF BRIDGE ENGINEER
NOTE: TOP OF BAFFLE SHALL BE
MIN. 100 (4") BELOW
STREAM BED
BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.)
WHICH EVER IS GREATER.
BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.)
WHICH EVER IS GREATER.
SECTION C-C
W
TOP OF WEIR
SECONDARYPRIMARY
CELLCELL
DEPRESS ROCK
EXISTING STREAMBED ELEV.
ELEVATION
FILL
WING WALL
NORMAL WATERSURFACE
ROADWAY CROSS SLOPE ROADWAY PROFILE GRADE
450
STREAM GRADES 4%
TWIN CELL BOX CULVERTS WITH
(1
’-6
")
30
0 (1
’-0
")
MIN
.
300 (1’-0") BELOW
NATURAL STREAM BED
ELEVATION
300 (1’-0")
MIN
.
SECTION B-B ELEVATION
PLAN VIEW
RECOMMENDED
DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.
RECOMMENDED RECOMMENDED
BD-632M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
ALTERNATING
BAFFLES HT.= 1/2 DEPRESSION
FLOW
B B
W
FILL
ROADWAY PROFILE GRADE
DE
PR
ES
S
WING WALL
ROADWAY CROSS SLOPE
DEPRESS ROCK
300 (1’-0") BELOW
NATURAL STREAM BED
ELEVATION
15
0 (6
")
300 (1’-0")
MIN
.
300 (1’-0")
MIN
.
300 (1’-0")
300 (1’-0") x 200 (8")H BAFFLES
300 (1’-0") x 150 (6")H x 1/3W
ALTERNATING
BAFFLES HT.= DEPRESSION
TYPICAL BAFFLE DETAIL
300 (1’-0")
PROFILE TYPICAL BAFFLE
2-#16 (#5)
PLAN TYPICAL BAFFLE
90 HOOKS #16 (#5)
1 ROW ALTERNATE SIDES
VA
RIE
S
300 (1’-0")
AN
D 1
50
(6
")
HOOK BARS ALTERNATE SIDES
2-#16 (#5)
þÿ�2�-�1�2� �(���"�)� �T�H�
2-#16 (#5)
ST
RE
AM
TO
P W
ID
TH
**
BAFFLE OPENING= STREAM TOP WIDTH/3
**
*
STANDARD
MISCELLANEOUS DETAILS
R.C. BOX CULVERT
STREAM GRADES 4%
*
300 (1’-0") x 300 (1’-0")H
**
50 (2") CL.
300 (1’-0")
150
(6")
CAST-IN-PLACE
BAFFLE DETAIL
(TYP.)
300
(1
’-0
")
50 (2") CL. (TYP.)
PRECAST BOX CULVERT
DESIGN NOTE:
THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES
WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA
FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING
PRELIMINARY DESIGN.
****
CUTOFF WALL
1 ROW #16 @ 230 (#5 @ 9")
75 (3")
MIN. CL.
þÿ�1� �R�O�W� �#�1�6� �@� �3�0�0� �(�#�5� �@� �1�’�-�0�"�)�
þÿ�1�2� �(���"�)�|
INSERT (TYP.)
DE
PR
ES
S
EXISTING STREAMBED ELEV.
SHEET 10 OF 11
BOX CULVERTS WITH STREAM GRADES 4%
þÿ�W�I�T�H� �1�2� �(���"�)� �T
FOR CAST IN PLACE, SEE SHEET 9
JUL.24, 2006JUL.24, 2006 JUL.24, 2006
CHIEF BRIDGE ENGINEER
BAFFLE SPACING= STREAM TOP WIDTH OR 2438 (8 FT.)
WHICH EVER IS GREATER.
DO NOT PLACE R.C. BOX CULVERTS
< 6" APART.
NOTES:
DO NOT PLACE R.C. BOX CULVERTS
< 6" APART.
NOTES:
STANDARD
RECOMMENDED
DIR., BUREAU OF DESIGN CHIEF ENG., HWY. ADMIN.
RECOMMENDED RECOMMENDED
BD-632M
COMMONWEALTH OF PENNSYLVANIADEPARTMENT OF TRANSPORTATION
BUREAU OF DESIGN
NOTE: EITHER ALL METRIC OR ALL ENGLISH VALUES
MUST BE USED ON PLANS. METRIC AND
ENGLISH VALUES SHOWN MAY NOT BE MIXED.
SECONDARY CELL
WE
IR
PLAN VIEW
SECONDARY CELL
WE
IR
PLAN VIEW
A A
FLOWFLOW
* NOTE:
REFERENCE SINGLE
CELL BOX CULVERTS
W/ STREAM GRADES >4%
FOR BAFFLE CONFIGURATION
300 (1’-0") x 200 (8")H BAFFLES *
ALL STREAM GRADES
300
(1’-0")
45
0 (1
’-6
")
3-#
16
@
1
50
(#
5 @
6
")
300 (1’-0") MIN. BEDDING
TYP. PRECAST SECTION (NORMAL)
SYMETRICAL
300 (1’-0") MIN. BEDDING
TYP. PRECAST SECTION (NORMAL)
**
(TYP.)
300 (1’-0")
**
(TYP.) AS REQ’D.
300
(1’-0")
CONCRETE PLUG
W
BOX
CULVERT
BOX
CULVERT
þÿ�
150 (6")
100 (4")
#16 @ 3003-#16 (#5)
UNSYMETRICAL - OPTION TO WEIR
NOTE: THREADED INSERTS MAY
BE USED AS AN ALTERNATE TO
BAR LAPS FOR #16 (#5)
REINFORCEMENT.
** >600 (2’-0") GRANULAR FILL
150 TO 600 (6" TO 2’-0")
CLASS A CONCRETE WITH
þÿ� � � � �9�.�5� �( &�"�)
SIZE AGGREGATE.S
TR
EA
M
TO
P W
ID
TH
*
C C
*
ST
RE
AM
TO
P W
ID
TH
DESIGN NOTE:
THERE MAY BE UNUSUAL CIRCUMSTANCES IN WHICH THE STANDARD LAYOUT FOR BAFFLES
WILL NOT ADEQUATELY ACCOMMODATE FISH PASSAGE. IN THESE CASES, THE PENNSYLVANIA
FISH AND BOAT COMMISSION MUST PROVIDE SPECIFIC DESIGN GUIDANCE DURING
PRELIMINARY DESIGN.
HOOK BARS ALTERNATE SIDES
CAST-IN-PLACE
2-#16 (#5)
300 (1’-0")
45
0 (1
’-6
")
þÿ�1�2� �(���"�)�
INSERT (TYP.)
2-#16 (#5)
90^ HOOKS
#16 (#5)
1 ROW
ALTERNATE
SIDES
R.C. BOX CULVERT
MISCELLANEOUS TWIN CELL DETAILS
**
CAST-IN-PLACE BOX CULVERT
ALTERNATE WEIR DETAIL
PRECAST BOX CULVERT
ALL STREAM GRADES
þÿ�1� �R�O�W� �#�1�6� �@� �1�5�0� �(�#�5� �@� �6�"�)� �W�
*
SHEET 11 OF 11
(#5 @ 1’-0")
#16 @ 300
(#5 @ 1’-0")
BAFFLE OPENING= STREAM TOP WIDTH/3 *BAFFLE OPENING= STREAM TOP WIDTH/3 *
300 (1’-0") x 200 (8")H BAFFLES
OPTIONAL TO DUAL CELL
PROFILE - TYPICAL WEIR
WEIR DETAIL
PLAN - TYPICAL WEIR
TYPICAL WEIR DETAIL
SECTION G-G
G G G G
JUL.24, 2006JUL.24, 2006 JUL.24, 2006
CHIEF BRIDGE ENGINEER
SEE NOTE 20 SHEET 4 SEE NOTE 20 SHEET 4