Culvert Fitting Design Sheet 1.0 Geometric Data:
1.1 Pavement and Culvert Data
KM: 012+300.00
2549.851
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°) (°)
Carriageway, R
-2.50%
Shoulder, R
-4.00%
On Grade, Y/N
1.2 Orientation
GCS
Ref. Layer (Top of:)
s l l a f s s o r C
km 12+300.0
1x1200 CPC sec III
Left
0.035 90
Mombasaa L C d a o R
4 Outfall, Left/Right left Slab Height (M)
Grade (If appl.)
Head wall thk (M)
Skew angle 012+300.00
Fill Side Slopes 1:
y
Right
Culvert CL
1.47 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL 4.25
0.000
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
2549.851
12300.000
2549.816
-0.121
Effective Level at Culvert CL
2549.937
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
0.600 1.50%
Outlet: Derived Cover (M)
0.765
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2549.9 2549.937 37
Right Right
Check Level
2549.9 2549.937 37
Left Left
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Right
0.566
2549.371
2.264
2549.374
4.250
Left
0.814
2549.161
3.255
2549.158
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
1x1200 CPC sec III L H S Length:(m)
6.7 012+300.00 FRL =2549.851
2547.688
Culvert Length (M)
Invert Levels
6.714
6.7
2547.904
7.705
7.7
2547.688
R H S Length:(m)
7.7 L H S Invert:
7 4 . 1
Culvert Design Slope =
1.500%
Culvert Skew(Orientation) = 90°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2547.904
Culvert Fitting Design Sheet 1.0 Geometric Data:
1.1 Pavement and Culvert Data
KM: 007+631.00
2505.360
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-5.50%
Culvert Skew (°)
Carriageway, R
5.50%
Fill Side Slopes 1:
-4.00%
Outfall, Left/Right
Shoulder, R
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
GCS
Ref. Layer (Top of:)
s l l a f s s o r C
km 7+631.0
Box Culvert 3.0 m x 2.95 m
Left
0.035 90
Mombasaa L C d a o R
2 right
Right Skew angle 007+631.00
Culvert CL
3.25 0.44
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
5
0.000
7631.000
2505.360
2505.325
-0.253
2505.578
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
0.530 0.80%
Outlet: Derived Cover (M)
0.232
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2505.578
Left
Check Level
2505.192
Right
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Left
0.522
2505.056
1.043
2505.060
5.000
Right
0.236
2504.964
0.472
2504.961
5.000
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
Box Culvert 3.0 m x 2.95 m L H S Length:(m)
5.9
L H S Invert:
007+631.00 FRL =2505.36
2501.810
Culvert Length (M)
Invert Levels
6.483
6.5
2501.810
5.912
5.9
2501.711
R H S Length:(m)
6.5
5 2 . 3
Culvert Design Slope =
0.800%
Culvert Skew(Orientation) = 90°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2501.711
Culvert Fitting Design Sheet 1.0 Geometric Data:
1.1 Pavement and Culvert Data
KM: 014+874.00
2610.688
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
GCS
Ref. Layer (Top of:)
s l l a f s s o r C
km 14+874.0
Box Culvert 2.0 m x 2.0 m
Left
0.035 50
Mombasaa L C d a o R
2 right
Right Skew angle 014+874.00
Culvert CL
2.3 0.44
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
4.25
3.566
14877.566
2610.688
2610.653
-0.121
2610.774
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
0.350 0.50%
Outlet: Derived Cover (M)
0.423
Set Cover at Inlet (M)
Right
Left
3.1 Design Levels: [Lead Side]
Lead Level
2610.774
Left
Check Level
2610.774
Right
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Left
0.347
2610.427
0.693
2610.430
4.250
Right
0.427
2610.362
0.854
2610.359
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
Box Culvert 2.0 m x 2.0 m L H S Length:(m)
7.2
L H S Invert:
014+874.00 FRL =2610.688
2608.130
Culvert Length (M)
Invert Levels
5.383
7.0
2608.130
5.544
7.2
2608.059
R H S Length:(m)
7.0
3 . 2
Culvert Design Slope =
0.500%
Culvert Skew(Orientation) = 50°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2608.059
Culvert Fitting Design Sheet
km 14+882.0
2x900 CPC Sec I
1.0 Geometric Data:
1.1 Pavement and Culvert Data GCS
Ref. Layer (Top of:)
KM: 014+882.00 s l l a f s s o r C
2610.583
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
Left
0.035 90
Mombasaa L C d a o R
2 right
Right Skew angle 014+882.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
4.25
0.000
14882.000
2610.583
2610.548
-0.121
2610.669
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
1.430 2.05%
Outlet: Derived Cover (M)
1.655
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2610.669
Left
Check Level
2610.669
Right
[Check Side]
Side
Vertical Distance
Bottom Level of Fill
Horizontal Distance Over fill
Left
1.374
2609.295
2.748
2609.299
4.250
Right
1.726
2608.995
3.451
2608.991
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
2x900 CPC Sec I L H S Length:(m)
7.9 014+882.00 FRL =2610.583
2608.149
Culvert Length (M)
Invert Levels
7.198
7.2
2608.149
7.901
7.9
2607.841
R H S Length:(m)
7.2 L H S Invert:
5 1 . 1
Culvert Design Slope =
2.045%
Culvert Skew(Orientation) = 90°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2607.841
Culvert Fitting Design Sheet
km 12+700.0
1x900 CPC Sec I
1.0 Geometric Data:
1.1 Pavement and Culvert Data GCS
Ref. Layer (Top of:)
KM: 012+700.00 s l l a f s s o r C
2599.184
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-5.35%
Culvert Skew (°)
Carriageway, R
5.35%
Fill Side Slopes 1:
-4.00%
Outfall, Left/Right
Shoulder, R
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
Left
0.035 105
Mombasaa L C d a o R
2 left
Right Skew angle 012+700.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
4.25
1.139
12701.139
2599.184
2599.149
-0.214
2599.363
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
1.500 3.98%
Outlet: Derived Cover (M)
2.305
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2599.015
Right
Check Level
2599.363
Left
[Check Side]
Side
Vertical Distance
Bottom Level of Fill
Horizontal Distance Over fill
Right
1.389
2597.626
2.779
2597.634
4.250
Left
2.505
2596.954
5.010
2596.946
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
1x900 CPC Sec I L H S Length:(m)
7.5
L H S Invert:
012+700.00 FRL =2599.184
2595.796
Culvert Length (M)
Invert Levels
7.229
7.5
2596.484
9.460
9.8
2595.796
R H S Length:(m)
9.8
5 1 . 1
Culvert Design Slope =
3.982%
Culvert Skew(Orientation) = 105°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2596.484
Culvert Fitting Design Sheet
km 9+560.0
1x900 CPC Sec I
1.0 Geometric Data:
1.1 Pavement and Culvert Data GCS
Ref. Layer (Top of:)
KM: 009+560.00 s l l a f s s o r C
2546.681
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
Left
0.035 128
Mombasaa L C d a o R
2 left
Right Skew angle 009+560.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
4.25
3.320
9563.320
2546.681
2546.646
-0.121
2546.767
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
0.600 4.46%
Outlet: Derived Cover (M)
1.235
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2546.767
Right
Check Level
2546.767
Left
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Right
0.551
2546.216
1.102
2546.227
4.250
Left
1.356
2545.520
2.712
2545.509
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
1x900 CPC Sec I L H S Length:(m)
7.0
L H S Invert:
009+560.00 FRL =2546.681
2544.359
Culvert Length (M)
Invert Levels
5.552
7.0
2545.077
7.162
9.1
2544.359
R H S Length:(m)
9.1
5 1 . 1
Culvert Design Slope =
4.455%
Culvert Skew(Orientation) = 128°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2545.077
Culvert Fitting Design Sheet
km 10+235.0
1x900 CPC Sec I
1.0 Geometric Data:
1.1 Pavement and Culvert Data GCS
Ref. Layer (Top of:)
KM: 010+235.00 s l l a f s s o r C
2583.900
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
Left
0.035 128
Mombasaa L C d a o R
2 left
Right Skew angle 010+235.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
4.25
3.320
10238.320
2583.900
2583.865
-0.121
2583.986
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
0.600 4.46%
Outlet: Derived Cover (M)
1.235
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2583.986
Right
Check Level
2583.986
Left
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Right
0.551
2583.435
1.102
2583.446
4.250
Left
1.356
2582.739
2.712
2582.728
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
1x900 CPC Sec I L H S Length:(m)
7.0 010+235.00 FRL =2583.9
2581.578
Culvert Length (M)
Invert Levels
5.552
7.0
2582.296
7.162
9.1
2581.578
R H S Length:(m)
9.1 L H S Invert:
5 1 . 1
Culvert Design Slope =
4.455%
Culvert Skew(Orientation) = 128°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2582.296
Culvert Fitting Design Sheet
km 12+220.0
1x900 CPC Sec I
1.0 Geometric Data:
1.1 Pavement and Culvert Data GCS
Ref. Layer (Top of:)
KM: 012+220.00 s l l a f s s o r C
2613.129
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
Left
0.035 90
Mombasaa L C d a o R
2 left
Right Skew angle 012+220.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
Effective Level at Culvert CL
4.25
0.000
12220.000
2613.129
2613.094
-0.121
2613.215
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
0.400 1.00%
Outlet: Derived Cover (M)
0.510
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2613.215
Right
Check Level
2613.215
Left
[Check Side]
Side
Vertical Distance
Bottom Level of Fill
Horizontal Distance Over fill
Right
0.392
2612.823
0.784
2612.825
4.250
Left
0.520
2612.720
1.041
2612.718
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
1x900 CPC Sec I L H S Length:(m)
5.2
L H S Invert:
012+220.00 FRL =2613.129
2611.568
Culvert Length (M)
Invert Levels
5.234
5.2
2611.675
5.491
5.5
2611.568
R H S Length:(m)
5.5
5 1 . 1
Culvert Design Slope =
1.000%
Culvert Skew(Orientation) = 90°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2611.675
Culvert Fitting Design Sheet 1.0 Geometric Data:
1.1 Pavement and Culvert Data
KM: 014+882.00
2610.583
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
GCS
Ref. Layer (Top of:)
s l l a f s s o r C
km 14+882.0
2 x 900 CPC Sec I
Left
0.035 90
Mombasaa L C d a o R
2 right
Right Skew angle 014+882.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL 4.25
0.000
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
2610.583
14882.000
2610.548
-0.121
Effective Level at Culvert CL
2610.669
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
1.450 2.05%
Outlet: Derived Cover (M)
1.675
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2610.669
Left
Check Level
2610.669
Right
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Left
1.393
2609.276
2.786
2609.280
4.250
Right
1.746
2608.974
3.493
2608.970
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
2 x 900 CPC Sec I L H S Length:(m)
7.9 014+882.00 FRL =2610.583
2608.130
Culvert Length (M)
Invert Levels
7.236
7.2
2608.130
7.943
7.9
2607.820
R H S Length:(m)
7.2 L H S Invert:
5 1 . 1
Culvert Design Slope =
2.045%
Culvert Skew(Orientation) = 90°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2607.820
Culvert Fitting Design Sheet 1.0 Geometric Data:
1.1 Pavement and Culvert Data
KM: 014+882.00
2610.583
FRL at CL (M)
Shoulder, L
-4.00%
Pav. thk. above GCS (M)
Carriageway, L
-2.50%
Culvert Skew (°)
Carriageway, R
-2.50%
Fill Side Slopes 1:
Shoulder, R
-4.00%
Outfall, Left/Right
On Grade, Y/N
y
Slab Height (M)
Grade (If appl.)
Head wall thk (M)
1.2 Orientation
GCS
Ref. Layer (Top of:)
s l l a f s s o r C
km 14+882.0
2 x 900 CPC Sec I
Left
0.035 90
Mombasaa L C d a o R
2 right
Right Skew angle 014+882.00
Culvert CL
1.15 0.20
2.0 Chainages and Pavement Levels: Distances Offsets L>>R Orthogonal to at top of GCS Road CL 4.25
0.000
Effective Chainages
FRL for culverts on Vertical curve (If Applicable)
FRL for culverts On Design Levels at Change in Grade top of GCS Level from CL
2610.583
14882.000
2610.548
-0.121
Effective Level at Culvert CL
2610.669
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
3.0 Culvert covers, Lengths and Inverts
Set Culvert Slope (%)
1.450 2.05%
Outlet: Derived Cover (M)
1.675
Set Cover at Inlet (M)
Left
Right
3.1 Design Levels: [Lead Side]
Lead Level
2610.669
Left
Check Level
2610.669
Right
[Check Side]
Side
Vertical Distance
Bottom Level Horizontal of Fill Distance Over fill
Left
1.393
2609.276
2.786
2609.280
4.250
Right
1.746
2608.974
3.493
2608.970
4.250
Ext'd. bot. Pavement Offset Total Orth Lengths level of fill Distance
R o a d C L
4.0 Design Output Summary:
2 x 900 CPC Sec I L H S Length:(m)
7.9 014+882.00 FRL =2610.583
2608.130
Culvert Length (M)
Invert Levels
7.236
7.2
2608.130
7.943
7.9
2607.820
R H S Length:(m)
7.2 L H S Invert:
5 1 . 1
Culvert Design Slope =
2.045%
Culvert Skew(Orientation) = 90°
\\vboxsrv\conversion_tmp\scratch29624\97293223.xls.ms_office
Culvert End side
R H S Invert:
2607.820
