Dim.
Var.
Equation
Dim.
Var.
Equation
S
- - -
x
TI
- - -
x
F
3S + 2TX + 2TI
HT
- - -
x
A
- - -
x
G
2V
Dim.
b
DOCUMENT."
x
x
6
- - -
x
B
- - -
x
V
HT + TS - 12"
x
BS
- - -
x
C
- - -
x
W
2A + B + C + 2E
x
DATE PREPARED
V
Elev. 2
TW
BS
@ ¸ Culvert
Granular Backfill
(Typ.)
Keyed Const.
Joint
@ ¸ Culvert
(Typ.)
TS
HT
Flow
Elev. 1
TX
- - -
x
E
G + 23"
TW
x
5/15/2015
x
Max{3~4" or (BS + 12")}
ROUTE
Hydrologic Data
Elevations
6
Fill Heights
Drainage Area = ___ mi`
Upstream (Elev. 1) =
¸ Rdwy at ¸ Culvert =
Design Flood Frequency = ___ years
Downstream (Elev. 2) =
Design (All units) =
MO
SHEET NO.
BR
ft
ft
*
JOB NO.
Pr. Gr. at Tie Sta. =
*
Design Flood (D.F.) Elevation = _____
Base Flood (100-year)
10" (Typ.)
GENERAL ELEVATION A-A
*
COUNTY
Design Flood Discharge = ___ cfs
CONTRACT ID.
Dimensions are based on end units.
Construction joint key not shown for
STATE
*
DISTRICT
Base Flood Elevation = _____
Fill heights are measured from the top of top slab to the top of
a
earth fill or roadway.
PROJECT NO.
clarity, see standard plans for details.
Base Flood Discharge = ___ cfs
If any part of the barrel is exposed, the roadway fill shall be warped to
Estimated Quantities
Final
BRIDGE NO.
Estimated Backwater = __ ft
provide 12 inches minimum cover. (Roadway Item)
Class 4 Excavation
cu. yard
x
Removal of Bridges
lump sum
1
Class B-1 Concrete (Culverts-Bridge)
cu. yard
x
pound
x
BOX 7
Overtopping Flood Frequency = ___ years
Reinforcing Steel (Culverts-Bridge)
___________ Flood Elevation = _____
2
XX" Pipe Inlet Data
Construction joint key not shown for
Station
Offset
F.L. Elev.
xx+xx.xx
xx.xx’ XX
xxx.xx
xx+xx.xx
xx.xx’ XX
xxx.xx
xx+xx.xx
xx.xx’ XX
xxx.xx
alternate details. To edit grouped
flowing left to right.
Arrow must be
flipped for streams that flow right to
excavation of unsuitable material and
furnishing and placing of granular
backfill shall be in accordance
Tie Station
5"
10"
Design Unit Stresses:
Class B-1 Concrete (Box Culvert) f’c = 4,000 psi
S
Miscellaneous:
MoDOT Construction personnel will indicate the type of box
culvert constructed:
Precast Concrete Box used
Cast-in-Place Concrete Box used
18" TX
Const.
Joint
(Typ.)
x
x
x
x
C1
K2
x
x
Sz. Spa.
x
Offset
Q8
x
x
Sz.Spa.
x
A2 Bars
C6
Q9
x
x
x
J4 Bars
Sz. Spa. Sz. Spa.
x
x
x
x
x
Sz.Spa.
x
B1 Bars
C7
Q10
x
x
x
x
x
xx+xx.xx
xx.xx’ XX
xx"
xxx.xx
xx+xx.xx
xx.xx’ XX
xx"
xxx.xx
xx+xx.xx
xx.xx’ XX
xx"
xxx.xx
3 Add any required transverse joints
proportionally spaced along the barrel.
Supplemental Pipe Inlet Details
4
) =
Design (Units
&
) =
ft
Design (Units
&
) =
ft
ft
units, except AA is based on Unit
. Fill heights are measured from
the top of top slab to the top of earth fill or roadway.
Alternate Details for Multiple Design Fill Heights
a
Estimated Quantities
Final
of Layout Dimensions at appropriate
Class 4 Excavation
cu. yard
x
Temporary Shoring
lump sum
1
or use tables.
Partial Removal of Culvert-Bridge Concrete
lump sum
1
5 For nonstandard culverts with only
Class B-1 Concrete (Culverts-Bridge)
cu. yard
x
pound
x
visible from elevation. Add inlet data
using notes where space allows,
one design fill height, add
Reinforcing Steel (Culverts-Bridge)
supplemental reinforcement table.
6 No need to revise General Elevation
A-A for dual roadways. In Fill Heights
table add a lane designation after ¸
Barrel Length
2
Granular Backfill Limits
1
Rdwy and insert another row for the
2
3
Alternate Estimated Quantities for Culvert
¸ Trans. Jt.
Extensions or when Five Items are Required
(Typ.)
¸ Culvert
PLAN OF TRANSVERSE JOINTS
AND STAGE CONSTRUCTION
S
Flow
Unit No.
TI
Corresponds to the
move the alternate grouped details to
border of the standard
Remove if not applicable.
drawing.
F
¸ Culvert
b Place "See Member Thickness table" in
drawing for ease in
moving alternate details
the Equation column and place "Varies"
10"
in the Dim. column. If Dimension F
Tie Station
5"
10"
(Snap to corner)
TI
varies, place "Varies" in the Dim.
column.
c Remove blank rows. End units may have
different design fill heights but both
units need to have the same member
thicknesses.
Alternate Plan of Transverse Joints
d This portion of table required when
Const.
design fill height exceeds limits of
Joint
the standard plans or when culvert cell
(Typ.)
height or span is not standard. If only
1
1
3
4
2
3
4
5
¸ Trans. Jt.
20"
from the standard table where
Omit if not required.
G
3"
(Typ.)
(Typ.)
Granular Backfill Limits
fill out entire table using the values
¸ Roadway
20"
¸ Culvert
¸ Culvert
1
2
3
4
5
6
E
3"
G
¸ Trans. Jt.
(Typ.)
A + B
A
A + C
¸ Culvert
E
1
A
W = Total length normal to ¸ Roadway or ¸ Median
2
3
4
5
6
7
E
A + B
Sta.
(Typ.)
PLAN OF LAYOUT DIMENSIONS
¸ Culvert
Channel bottom shall be graded within the right of way for
1
3"
G
1
transition of channel bed to culvert openings. Channel banks
or ¸ Median
A
2
3
4
5
6
7
8
shall be tapered to match culvert openings. (Roadway Item)
A + C
W = Total length normal to ¸ Roadway or ¸ Median
(Typ.)
Structure to be closed during construction. Traffic to be
A
maintained on
¸ Culvert
during construction. See roadway
plans for traffic control.
c
STD. 703.37
CULVERT-BRIDGE: ROUTE *
OVER *
4
1
STD. 703.86
ABOUT * MILES * OF *
Sheet No. 1 of
TIE STA. _________
Unit
No.
Unit
Length
TS
BS
TX
TI
C1
K2
C5
Q8
C6
Q9
C4
K3
C7
Q10
x
x
x
x
x
x
~
"
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
~
"
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
~
"
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
A1 Bars
F
J3 Bars
Sz. Spa. Sz. Spa.
H1 Bars
Sz. Spa.
H2 Bars
Sz.Spa.
A2 Bars
J4 Bars
Sz. Spa. Sz. Spa.
H3 Bars
Sz.Spa.
2
3
4
5
6
7
8
9
B1 Bars
Unit No.
¸ Trans. Jt.
Wall Reinforcement
(Typ.)
B2 Bars
¸ Culvert
Sz. Spa. Sz. Spa. G1
2
3
4
5
6
7
8
9
10
Unit No.
¸ Trans. Jt.
(Typ.)
¸ Culvert
STD. 706.35
3:55:29 PM
Bottom Slab Reinforcement
Substitute table for tables shown on Standard Plan 703.87
STD. 703.87
BOX07_tri_sq_str.dgn
Top Slab Reinforcement
Member
Thickness
1
STD. 703.80
ROUTE * FROM * TO *
Designed
Detailed
Note: This drawing is not to scale. Follow dimensions.
d
B.M.
PLAN OF LAYOUT DIMENSIONS
Unit No.
¸ Trans. Jt.
Traffic Handling:
E
LOCATION SKETCH
Checked
Unit No.
¸ Trans. Jt.
be in accordance with Missouri Standard Plans.
20"
Unit No.
1
or ¸ Median
minimum distance from inside face of headwalls to precast
Unit No.
Unit No.
¸ Trans. Jt.
a portion of the units are nonstandard,
applicable.
2
Reinforcement and dimensions for wings and headwalls shall
Ahead
¸ Roadway
x
Dimensions are based on end
units along the barrel.
are required. Add pipe inlets to Plan
When alternate precast concrete box sections are used, the
Granular Backfill Limits
20"
3"
x
ft
Design (Units 1 &
sections measured along the shortest wall shall be 3 feet.
G
B2 Bars
Sz. Spa. Sz. Spa. G1
Dia. F.L. Elev.
¸ Rdwy at ¸ Culvert =
culvert extensions, or if five items
locations and to Elevation A-A if
K3
x
Fill Heights
construction. See Alternate Details for
4 Insert STD 703.60 when pipe inlets
Wall Reinforcement
H3 Bars
C4
Substitute table for tables shown on Standard Plan 703.87
leave space between Estimated
Station
H2 Bars
C5
x
Pipe Inlet Data
Quantities and General Notes for at
Bottom Slab Reinforcement
H1 Bars
S
65102
MO
CAPITOL
WEST
CITY,
(1-888-275-6636)
105
Reinforcing Steel (Grade 60) fy = 60,000 psi
J3 Bars
Sz. Spa. Sz. Spa.
pipe into a 6’ tall
culvert.
required. Don’t leave blank rows but
5
culverts with only one design fill height)
A1 Bars
18" TX
Equivalent Fluid Pressure = 30 lb/cf (min.), 60 lb/cf (max.)
MISSOURI
F
S
Vehicular = HL-93 minus lane load, Earth = 120 lb/cf
0.9
Ex: Use 0.5 detail for 36"
Sta.
Design Loading:
TI
10"
AND
Interim Revisions
¸ Culvert
HIGHWAYS
TI
2010 AASHTO LRFD Bridge Design Specifications and 2010
JEFFERSON
Design Specifications:
0.5
Supplemental Reinforcement Table (Nonstandard
Pipes With Different Diameters
with the Fill Heights table. Select and
1-888-ASK-MODOT
TRANSPORTATION
General Notes:
0.4
0.8
Top Slab Reinforcement
with Sec 206.
a Select and delete the details grouped
COMMISSION
TX 18"
S
Flow
0.3
0.7
2 Modify Estimated Quantities as
Ahead
3
0.2
0.6
left.
*** VARIABLE DESIGN FILL HEIGHTS ***
DATE
Barrel Length
0.1
If unsuitable material is encountered,
1 Ahead station is shown for streams
other lane.
Granular Backfill Limits
ALTERNATE AND SUPPLEMENTAL DETAILS
(Pipe Diameter/Culvert HT)
clarity, see standard plans for details.
details, select them and press ˘Ctrl˙ U.
Label units and add actual lengths of
IS
Overtopping Flood Discharge = ___ cfs
DESCRIPTION
Roadway Overtopping
furnishing and placing of granular backfill shall be in accordance with Sec 206.
Inlets Sized for Elevation A-A
12 inches minimum cover. (Roadway Item)
are required.
PRESENT
Outlet Velocity = __ ft/s
If unsuitable material is encountered, excavation of unsuitable material and
Pipes With Same Diameter
roadway fill shall be warped to provide
Bridge Construction level to hide)
to allow easy substitution with
least one pay item to be added during
IT
b
TS
Joint
(Typ.)
ELECTRONICALLY
Equation
If any part of the barrel is exposed, the
(Do not show on plans. Turn off the
Some details have been grouped together
BEEN
C
¸
Rdwy.
A
Fill
6"
12"
(Typ.)
Const.
A
(Typ.)
B
Var.
SEALED
A CERTIFIED
(See Roadway Plans)
Standard Drawing Guidance
TX 18"
NOT BE CONSIDERED
S
"THIS MEDIA SHOULD
AND
*
HAS
RGE
SHEET
TWP*
Layout Dimensions
THIS
b
Shoulder to Shoulder
ON
*
SEC/SUR
’) CONCRETE BOX CULVERT
or ¸ Median
SEAL
3( ’x
¸ Roadway
DATED.
Supercedes: Aug. 2008
A
Effective: May 2015
IF
BOX07_tri_sq_str
5/15/2015
x