Download - 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.