Universal Culvert Design (V8a) ACCESS CULVERT km 5 720 MSA SR LHS.xls
1
Culvert Fitting Design Sheet MSA SR LHS 600 CPC ACCESS CULVERT km 5+720.0 1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation Ref. Layer (Top of:) AC KM: 005+720.00 FRL at CL (M) 1611.176 Crossfalls Shoulder, L -4.00% Pav. thk. above AC (M) 0 Carriageway, L -2.50% Culvert Skew (°) 90 Carriageway, R -2.50% 2 Shoulder, R -4.00% Outfall, Left/Right Right On Grade, Y/N y Slab Height (M) 0.85 Grade (If appl.) 0.00% Head wall thk (M) 0.25 2.0 Chainages and Pavement Levels: 3 0.000 5720.000 1611.176 1611.176 -0.120 1611.296 Left 0 0.000 5720.000 1611.176 1611.176 0.000 1611.176 0 0.000 5720.000 1611.176 1611.176 0.000 1611.176 0 0.000 5720.000 1611.176 1611.176 0.000 1611.176 3 0.000 5720.000 1611.176 1611.176 -0.120 1611.296 Right 3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels: Set Cover at Inlet (M) 0.500 [Lead Side] Lead Level 1611.296 Left Set Culvert Slope (%) 1.00% Check Level 1611.296 Right Outlet: Derived Cover (M) 0.610 [Check Side] Side Invert Levels Left 0.490 1610.806 0.980 1610.808 3.000 4.230 4.2 1609.958 Right 0.622 1610.724 1.245 1610.721 3.000 4.495 4.5 1609.871 4.0 Design Output Summary: MSA SR LHS 600 CPC ACCESS CULVERT Culvert Design Slope = 1.000% Culvert Skew(Orientation) = 90° Fill Side Slopes 1: Offsets L>>R at top of AC Distances Orthogonal to Road CL Effective Chainages FRL for culverts on Vertical curve (If Applicable) FRL for culverts On Grade Design Levels at top of AC Change in Level from CL Effective Level at Culvert CL Culvert End side Vertical Distance Bottom Level of Fill Horizontal Distance Over fill Ext'd. bot. level of fill Pavement Offset Lengths Total Orth Distance Culvert Length (M) 005+720.00 ACCESS Road CL Culvert CL Skew angle Left Right L H S Length:(m) 1609.958 4.2 4.5 1609.871 Road CL R H S Length:(m) L H S Invert: R H S Invert: FRL =1611.176 005+720.00 0.85
-
Upload
frank-omune-eshiwani -
Category
Documents
-
view
19 -
download
2
Transcript of Universal Culvert Design (V8a) ACCESS CULVERT km 5 720 MSA SR LHS.xls
file:///tt/file_convert/55cf8ee3550346703b96ac51/document.xls
Culvert Fitting Design Sheet MSA SR LHS 600 CPC ACCESS CULVERT km 5+720.0
1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation
Ref. Layer (Top of:) AC
KM: 005+720.00 FRL at CL (M) 1611.176
Cro
ssfa
lls
Shoulder, L -4.00% 0
Carriageway, L -2.50% Culvert Skew (°) 90
Carriageway, R -2.50% 2
Shoulder, R -4.00% Outfall, Left/Right Right
On Grade, Y/N y Slab Height (M) 0.85
Grade (If appl.) 0.00% Head wall thk (M) 0.25
2.0 Chainages and Pavement Levels:
3 0.000 5720.000 1611.176 1611.176 -0.120 1611.296 Left
0 0.000 5720.000 1611.176 1611.176 0.000 1611.176
0 0.000 5720.000 1611.176 1611.176 0.000 1611.176
0 0.000 5720.000 1611.176 1611.176 0.000 1611.176
3 0.000 5720.000 1611.176 1611.176 -0.120 1611.296 Right
3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:
Set Cover at Inlet (M) 0.500 [Lead Side] Lead Level 1611.296 Left
Set Culvert Slope (%) 1.00% Check Level 1611.296 Right
Outlet: Derived Cover (M) 0.610 [Check Side]
Side
Left 0.490 1610.806 0.980 1610.808 3.000 4.230 4.2 1609.958
Right 0.622 1610.724 1.245 1610.721 3.000 4.495 4.5 1609.871
4.0 Design Output Summary: Right End
MSA SR LHS 600 CPC ACCESS CULVERT Left End
Left plot parameters
Right plot parameters
Degree to radian
Culvert Design Slope = 1.000%Culvert Skew(Orientation) = 90°
Pav. thk. above AC (M)
Fill Side Slopes 1:
Offsets L>>R at top of AC
Distances Orthogonal to
Road CLEffective
Chainages
FRL for culverts on Vertical curve
(If Applicable)
FRL for culverts On
GradeDesign Levels at
top of ACChange in
Level from CL
Effective Level at
Culvert CLCulvert End
side
Vertical Distance
Bottom Level of Fill
Horizontal Distance Over fill
Ext'd. bot. level of fill
Pavement Offset Lengths
Total Orth Distance
Culvert Length (M)
Invert Levels
005+720.00
ACCESS
Roa
d C
L
Culvert CL
Skewangle
Left Right
L H S Length:(m)
1609.958
4.2 4.5
1609.871
Roa
d CL
R H S Length:(m)
L H S Invert: R H S Invert:
FRL =1611.176005+720.00
0.85
F7
Pavement thickness over and above the Reference Pavement Layer at Road Centre Line.
F9
1:1.5 for fills > 3m at CL 1:1.2 for fills < 3m
F12
The distance from invert to top of concrete top slab. Dia 900 = 1.15m Dia 1200 = 1.47
B18
The Offset at the edge of the Reference Pavement Layer. Embankment widening required for Guardrail installation at high fill locations. For normal section = 6.05 at CSS Level or 5.5 at DBM Level for 1:2 Side Slopes.
B19
Edge of Carriageway
B21
Edge of Carriageway
B22
The Offset at the edge of the Reference Pavement Layer. Embankment widening required for Guardrail installation at high fill locations. For normal section = 6.05 at CSS Level or 5.5 at DBM Level for 1:2 Side Slopes.
D27
At edge of the Reference Pavement Layer. Minimum = 0.7 at DBM Level Minimum = 0.7 less 0.275 = 0.425 at CSS Level.
D29
At edge of the Reference Pavement Layer. Minimum = 0.7 at DBM Level Minimum = 0.7 less 0.275 = 0.425 at CSS Level.
