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Universal Culvert Design V8a

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Culvert Fitting Design Sheet km 12+300.0 1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation Ref. Layer (Top of:) GCS KM: 012+300.00 FRL at CL (M) 2549.851 Crossfalls Shoulder, L -4.00% Pav. thk. above GCS (M) 0.035 Carriageway, L -2.50% Culvert Skew (°) 90 Carriageway, R -2.50% 4 Shoulder, R -4.00% Outfall, Left/Right left On Grade, Y/N y Slab Height (M) 1.47 Grade (If appl.) Head wall thk (M) 0.20 2.0 Chainages and Pavement Levels: 4.25 0.000 12300.000 2549.851 2549.816 -0.121 2549.937 Left 3.25 0.000 12300.000 2549.851 2549.816 -0.081 2549.897 0 0.000 12300.000 2549.851 2549.816 0.000 2549.816 3.25 0.000 12300.000 2549.851 2549.816 -0.081 2549.897 4.25 0.000 12300.000 2549.851 2549.816 -0.121 2549.937 Right 3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels: Set Cover at Inlet (M) 0.600 [Lead Side] Lead Level 2549.937 Right Set Culvert Slope (%) 1.50% Check Level 2549.937 Left Outlet: Derived Cover (M) 0.765 [Check Side] Side Invert Levels Right 0.566 2549.371 2.264 2549.374 4.250 6.714 6.7 2547.904 Left 0.814 2549.161 3.255 2549.158 4.250 7.705 7.7 2547.688 4.0 Design Output Summary: 1x1200 CPC sec III Culvert Design Slope = 1.500% Culvert Skew(Orientation) = 90° 1x1200 CPC sec III Fill Side Slopes 1: Offsets L>>R at top of GCS 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 GCS 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) 012+300.00 Mombasaa Road CL Culvert CL Skew angle Left Right L H S Length:(m) 2547.688 7.7 6.7 2547.904 Road CL R H S Length:(m) L H S Invert: R H S Invert: FRL =2549.851 012+300.00 1.47
Transcript
Page 1: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet km 12+300.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 012+300.00 FRL at CL (M) 2549.851

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -2.50% Culvert Skew (°) 90

Carriageway, R -2.50% 4

Shoulder, R -4.00% Outfall, Left/Right left

On Grade, Y/N y Slab Height (M) 1.47

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 0.000 12300.000 2549.851 2549.816 -0.121 2549.937 Left

3.25 0.000 12300.000 2549.851 2549.816 -0.081 2549.897

0 0.000 12300.000 2549.851 2549.816 0.000 2549.816

3.25 0.000 12300.000 2549.851 2549.816 -0.081 2549.897

4.25 0.000 12300.000 2549.851 2549.816 -0.121 2549.937 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 0.600 [Lead Side] Lead Level 2549.937 Right

Set Culvert Slope (%) 1.50% Check Level 2549.937 Left

Outlet: Derived Cover (M) 0.765 [Check Side]

Side

Right 0.566 2549.371 2.264 2549.374 4.250 6.714 6.7 2547.904

Left 0.814 2549.161 3.255 2549.158 4.250 7.705 7.7 2547.688

4.0 Design Output Summary: Right End

1x1200 CPC sec III Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 1.500%Culvert Skew(Orientation) = 90°

1x1200 CPC sec III

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

012+300.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2547.688

7.7 6.7

2547.904

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2549.851012+300.00

1.47

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.
Page 2: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet Box Culvert 3.0 m x 2.95 m km 7+631.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 007+631.00 FRL at CL (M) 2505.360

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -5.50% Culvert Skew (°) 90

Carriageway, R 5.50% 2

Shoulder, R -4.00% Outfall, Left/Right right

On Grade, Y/N y Slab Height (M) 3.25

Grade (If appl.) Head wall thk (M) 0.44

2.0 Chainages and Pavement Levels:

5 0.000 7631.000 2505.360 2505.325 -0.253 2505.578 Left

3.5 0.000 7631.000 2505.360 2505.325 -0.193 2505.518

0 0.000 7631.000 2505.360 2505.325 0.000 2505.325

3.5 0.000 7631.000 2505.360 2505.325 0.193 2505.132

5 0.000 7631.000 2505.360 2505.325 0.133 2505.192 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 0.530 [Lead Side] Lead Level 2505.578 Left

Set Culvert Slope (%) 0.80% Check Level 2505.192 Right

Outlet: Derived Cover (M) 0.232 [Check Side]

Side

Left 0.522 2505.056 1.043 2505.060 5.000 6.483 6.5 2501.810

Right 0.236 2504.964 0.472 2504.961 5.000 5.912 5.9 2501.711

4.0 Design Output Summary: Right End

Box Culvert 3.0 m x 2.95 m Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 0.800%Culvert Skew(Orientation) = 90°

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

007+631.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2501.810

6.5 5.9

2501.711

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2505.36007+631.00

3.25

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.
Page 3: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet Box Culvert 2.0 m x 2.0 m km 14+874.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 014+874.00 FRL at CL (M) 2610.688

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -2.50% Culvert Skew (°) 50

Carriageway, R -2.50% 2

Shoulder, R -4.00% Outfall, Left/Right right

On Grade, Y/N y Slab Height (M) 2.3

Grade (If appl.) Head wall thk (M) 0.44

2.0 Chainages and Pavement Levels:

4.25 3.566 14877.566 2610.688 2610.653 -0.121 2610.774 Right

3.25 2.727 14876.727 2610.688 2610.653 -0.081 2610.734

0 0.000 14874.000 2610.688 2610.653 0.000 2610.653

3.25 -2.727 14871.273 2610.688 2610.653 -0.081 2610.734

4.25 -3.566 14870.434 2610.688 2610.653 -0.121 2610.774 Left

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 0.350 [Lead Side] Lead Level 2610.774 Left

Set Culvert Slope (%) 0.50% Check Level 2610.774 Right

Outlet: Derived Cover (M) 0.423 [Check Side]

Side

Left 0.347 2610.427 0.693 2610.430 4.250 5.383 7.0 2608.130

Right 0.427 2610.362 0.854 2610.359 4.250 5.544 7.2 2608.059

4.0 Design Output Summary: Right End

Box Culvert 2.0 m x 2.0 m Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 0.500%Culvert Skew(Orientation) = 50°

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

014+874.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2608.130

7.0 7.2

2608.059

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2610.688014+874.00

2.3

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.
Page 4: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet km 14+882.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 014+882.00 FRL at CL (M) 2610.583

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

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) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 0.000 14882.000 2610.583 2610.548 -0.121 2610.669 Left

3.25 0.000 14882.000 2610.583 2610.548 -0.081 2610.629

0 0.000 14882.000 2610.583 2610.548 0.000 2610.548

3.25 0.000 14882.000 2610.583 2610.548 -0.081 2610.629

4.25 0.000 14882.000 2610.583 2610.548 -0.121 2610.669 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 1.430 [Lead Side] Lead Level 2610.669 Left

Set Culvert Slope (%) 2.05% Check Level 2610.669 Right

Outlet: Derived Cover (M) 1.655 [Check Side]

Side

Left 1.374 2609.295 2.748 2609.299 4.250 7.198 7.2 2608.149

Right 1.726 2608.995 3.451 2608.991 4.250 7.901 7.9 2607.841

4.0 Design Output Summary: Right End

2x900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 2.045%Culvert Skew(Orientation) = 90°

2x900 CPC Sec I

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

014+882.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2608.149

7.2 7.9

2607.841

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2610.583014+882.00

1.15

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.
Page 5: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet km 12+700.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 012+700.00 FRL at CL (M) 2599.184

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -5.35% Culvert Skew (°) 105

Carriageway, R 5.35% 2

Shoulder, R -4.00% Outfall, Left/Right left

On Grade, Y/N y Slab Height (M) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 1.139 12701.139 2599.184 2599.149 -0.214 2599.363 Left

3.25 0.871 12700.871 2599.184 2599.149 -0.174 2599.323

0 0.000 12700.000 2599.184 2599.149 0.000 2599.149

3.25 -0.871 12699.129 2599.184 2599.149 0.174 2598.975

4.25 -1.139 12698.861 2599.184 2599.149 0.134 2599.015 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 1.500 [Lead Side] Lead Level 2599.015 Right

Set Culvert Slope (%) 3.98% Check Level 2599.363 Left

Outlet: Derived Cover (M) 2.305 [Check Side]

Side

Right 1.389 2597.626 2.779 2597.634 4.250 7.229 7.5 2596.484

Left 2.505 2596.954 5.010 2596.946 4.250 9.460 9.8 2595.796

4.0 Design Output Summary: Right End

1x900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 3.982%Culvert Skew(Orientation) = 105°

1x900 CPC Sec I

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

012+700.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2595.796

9.8 7.5

2596.484

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2599.184012+700.00

1.15

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.
Page 6: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet km 9+560.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 009+560.00 FRL at CL (M) 2546.681

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -2.50% Culvert Skew (°) 128

Carriageway, R -2.50% 2

Shoulder, R -4.00% Outfall, Left/Right left

On Grade, Y/N y Slab Height (M) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 3.320 9563.320 2546.681 2546.646 -0.121 2546.767 Left

3.25 2.539 9562.539 2546.681 2546.646 -0.081 2546.727

0 0.000 9560.000 2546.681 2546.646 0.000 2546.646

3.25 -2.539 9557.461 2546.681 2546.646 -0.081 2546.727

4.25 -3.320 9556.680 2546.681 2546.646 -0.121 2546.767 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 0.600 [Lead Side] Lead Level 2546.767 Right

Set Culvert Slope (%) 4.46% Check Level 2546.767 Left

Outlet: Derived Cover (M) 1.235 [Check Side]

Side

Right 0.551 2546.216 1.102 2546.227 4.250 5.552 7.0 2545.077

Left 1.356 2545.520 2.712 2545.509 4.250 7.162 9.1 2544.359

4.0 Design Output Summary: Right End

1x900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 4.455%Culvert Skew(Orientation) = 128°

1x900 CPC Sec I

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

009+560.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2544.359

9.1 7.0

2545.077

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2546.681009+560.00

1.15

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.
Page 7: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet km 10+235.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 010+235.00 FRL at CL (M) 2583.900

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -2.50% Culvert Skew (°) 128

Carriageway, R -2.50% 2

Shoulder, R -4.00% Outfall, Left/Right left

On Grade, Y/N y Slab Height (M) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 3.320 10238.320 2583.900 2583.865 -0.121 2583.986 Left

3.25 2.539 10237.539 2583.900 2583.865 -0.081 2583.946

0 0.000 10235.000 2583.900 2583.865 0.000 2583.865

3.25 -2.539 10232.461 2583.900 2583.865 -0.081 2583.946

4.25 -3.320 10231.680 2583.900 2583.865 -0.121 2583.986 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 0.600 [Lead Side] Lead Level 2583.986 Right

Set Culvert Slope (%) 4.46% Check Level 2583.986 Left

Outlet: Derived Cover (M) 1.235 [Check Side]

Side

Right 0.551 2583.435 1.102 2583.446 4.250 5.552 7.0 2582.296

Left 1.356 2582.739 2.712 2582.728 4.250 7.162 9.1 2581.578

4.0 Design Output Summary: Right End

1x900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 4.455%Culvert Skew(Orientation) = 128°

1x900 CPC Sec I

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

010+235.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2581.578

9.1 7.0

2582.296

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2583.9010+235.00

1.15

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.
Page 8: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet km 12+220.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 012+220.00 FRL at CL (M) 2613.129

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

Carriageway, L -2.50% Culvert Skew (°) 90

Carriageway, R -2.50% 2

Shoulder, R -4.00% Outfall, Left/Right left

On Grade, Y/N y Slab Height (M) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 0.000 12220.000 2613.129 2613.094 -0.121 2613.215 Left

3.25 0.000 12220.000 2613.129 2613.094 -0.081 2613.175

0 0.000 12220.000 2613.129 2613.094 0.000 2613.094

3.25 0.000 12220.000 2613.129 2613.094 -0.081 2613.175

4.25 0.000 12220.000 2613.129 2613.094 -0.121 2613.215 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 0.400 [Lead Side] Lead Level 2613.215 Right

Set Culvert Slope (%) 1.00% Check Level 2613.215 Left

Outlet: Derived Cover (M) 0.510 [Check Side]

Side

Right 0.392 2612.823 0.784 2612.825 4.250 5.234 5.2 2611.675

Left 0.520 2612.720 1.041 2612.718 4.250 5.491 5.5 2611.568

4.0 Design Output Summary: Right End

1x900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 1.000%Culvert Skew(Orientation) = 90°

1x900 CPC Sec I

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

012+220.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2611.568

5.5 5.2

2611.675

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2613.129012+220.00

1.15

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.
Page 9: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet 2 x 900 CPC Sec I km 14+882.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 014+882.00 FRL at CL (M) 2610.583

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

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) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 0.000 14882.000 2610.583 2610.548 -0.121 2610.669 Left

3.25 0.000 14882.000 2610.583 2610.548 -0.081 2610.629

0 0.000 14882.000 2610.583 2610.548 0.000 2610.548

3.25 0.000 14882.000 2610.583 2610.548 -0.081 2610.629

4.25 0.000 14882.000 2610.583 2610.548 -0.121 2610.669 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 1.450 [Lead Side] Lead Level 2610.669 Left

Set Culvert Slope (%) 2.05% Check Level 2610.669 Right

Outlet: Derived Cover (M) 1.675 [Check Side]

Side

Left 1.393 2609.276 2.786 2609.280 4.250 7.236 7.2 2608.130

Right 1.746 2608.974 3.493 2608.970 4.250 7.943 7.9 2607.820

4.0 Design Output Summary: Right End

2 x 900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 2.045%Culvert Skew(Orientation) = 90°

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

014+882.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2608.130

7.2 7.9

2607.820

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2610.583014+882.00

1.15

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.
Page 10: Universal Culvert Design V8a

file:///tt/file_convert/54493d6fb1af9f46208b4909/document.xls

Culvert Fitting Design Sheet 2 x 900 CPC Sec I km 14+882.0

1.0 Geometric Data: 1.1 Pavement and Culvert Data 1.2 Orientation

Ref. Layer (Top of:) GCS

KM: 014+882.00 FRL at CL (M) 2610.583

Cro

ssfa

lls

Shoulder, L -4.00% 0.035

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) 1.15

Grade (If appl.) Head wall thk (M) 0.20

2.0 Chainages and Pavement Levels:

4.25 0.000 14882.000 2610.583 2610.548 -0.121 2610.669 Left

3.25 0.000 14882.000 2610.583 2610.548 -0.081 2610.629

0 0.000 14882.000 2610.583 2610.548 0.000 2610.548

3.25 0.000 14882.000 2610.583 2610.548 -0.081 2610.629

4.25 0.000 14882.000 2610.583 2610.548 -0.121 2610.669 Right

3.0 Culvert covers, Lengths and Inverts 3.1 Design Levels:

Set Cover at Inlet (M) 1.450 [Lead Side] Lead Level 2610.669 Left

Set Culvert Slope (%) 2.05% Check Level 2610.669 Right

Outlet: Derived Cover (M) 1.675 [Check Side]

Side

Left 1.393 2609.276 2.786 2609.280 4.250 7.236 7.2 2608.130

Right 1.746 2608.974 3.493 2608.970 4.250 7.943 7.9 2607.820

4.0 Design Output Summary: Right End

2 x 900 CPC Sec I Left End

Left plot parameters

Right plot parameters

Degree to radian

Culvert Design Slope = 2.045%Culvert Skew(Orientation) = 90°

Pav. thk. above GCS (M)

Fill Side Slopes 1:

Offsets L>>R at top of GCS

Distances Orthogonal to

Road CLEffective

Chainages

FRL for culverts on Vertical curve

(If Applicable)

FRL for culverts On

GradeDesign Levels at

top of GCSChange 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

014+882.00

Mombasaa

Roa

d C

L

Culvert CL

Skewangle

Left Right

L H S Length:(m)

2608.130

7.2 7.9

2607.820

Roa

d CL

R H S Length:(m)

L H S Invert: R H S Invert:

FRL =2610.583014+882.00

1.15

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.

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