Carriageway of Highway Sample Clauses

Carriageway of Highway. The present width of carriageway and paved shoulders of the highways are given in Table A-2. Table A-2 Width of carriageway (a) Barmer-Sindari- Jalore Section Sl. No. Existing Chainage(km) Length Type of Carriageway Width of Carriageway Width of Paved Shoulders (in m) From To 2 0+000 14+800 14.80 BT 1L Nil 3 14+800 16+800 2.00 BT 2L Nil 4 16+800 32+300 15.50 BT 1L Nil 5 32+300 34+000 1.70 BT 1.5L Nil 6 34+000 37+050 3.05 BT 2L Nil 7 0+000 16+000 16.00 BT 1.5L Nil 8 83+000 97+000 14.00 BT 1.5L Nil 9 97+000 99+200 2.20 BT 2L Nil 10 99+200 99+500 0.30 Rigid 2L + Nil 11 99+500 121+800 22.30 BT 2L Nil 12 121+800 122+850 1.05 Rigid 2L+ Nil 13 122+850 127+200 4.35 BT 2L Nil 14 127+200 127+800 0.60 Rigid 2L+ Nil 15 127+800 129+400 1.60 BT 2L Nil 16 129+400 130+000 0.60 Rigid 2L+ Nil 17 130+000 132+800 2.80 BT 2L Nil 18 132+800 133+200 0.40 Rigid 1L Nil 19 133+200 133+400 0.20 Rigid 2L+ Nil 20 133+400 146+000 12.60 BT 2L Nil 21 146+000 146+600 0.60 Rigid 2L+ Nil 22 147+600 151+400 4.80 BT 2L Nil
Sample 1
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Carriageway of Highway. The present width of main carriageway and shoulders of the Highway-3 are given inTable A-2. Table A-2 Width of Main Carriageway S. No. Existing Chainage(km) Length (Km) Type of Carriageway Width of Carriageway (m) Width of Shoulders (m) From To 2 1.350 1.650 0.300 BT 5.5 0.75-1.5 3 1.650 1.975 0.325 Rigid 5.5 0.75-1.5 4 1.975 10.600 8.625 BT 5.5 0.75-1.5 5 10.600 10.775 0.175 Rigid 5.5 0.75-1.5 6 10.775 14.900 4.125 BT 5.5 0.75-1.5 7 14.900 15.450 0.550 BT 7.0 0.75-1.5 8 15.450 16.000 0.550 Rigid 5.5 0.75-1.5 9 16.000 16.430 0.430 BT 5.5 0.75-1.5 10 16.430 16.610 0.180 Rigid 5.5 0.75-1.5 11 16.610 20.500 3.890 BT 5.5 0.75-1.5 12 20.500 21.500 1.000 BT 3.75 0.75-1.5 13 21.500 24.600 3.100 BT 5.5 0.75-1.5
Sample 1
Carriageway of Highway. 3 The present width of main carriageway and shoulders of the Highway-4 are given in Table A-2. Table A-2 Width of main carriageway S. No. Existing Chainage(km) Length (m) Type of Carriageway Width of Carriageway (m) Width of Shoulders (m) From To 1 137.000 137.800 800 CC 7.00 1.0-1.5 2 137.800 138.200 400 BT 7.00 1.0-1.5 3 138.200 138.550 350 CC 7.00 1.0-1.5 4 138.550 146.110 7560 BT 5.50 1.0-1.5 5 146.110 146.950 840 CC 7.00 1.0-1.5 S. No. Existing Chainage(km) Length (m) Type of Carriageway Width of Carriageway (m) Width of Shoulders (m) From To 6 146.950 148.950 2000 BT 5.50 1.0-1.5 7 148.950 150.500 1550 CC 7.00 1.0-1.5 8 150.500 154.550 4050 BT 5.50 1.0-1.5 9 154.550 154.950 400 CC 7.00 1.0-1.5 10 154.950 58.950 7000 BT 5.50 1.0-1.5 11 58.950 160.700 2750 CC 7.00 1.0-1.5 12 160.700 162.750 2050 BT 7.00 1.0-1.5 13 162.750 162.950 200 BT 7.00 1.0-1.5 14 162.950 165.500 2550 BT 7.00 1.0-1.5 15 165.500 165.650 150 CC 7.00 1.0-1.5 16 165.650 168.900 3250 BT 7.00 1.0-1.5 17 168.900 169.000 100 CC 7.00 1.0-1.5 18 169.000 172.150 3150 BT 7.00 1.0-1.5 19 172.150 172.420 270 CC 7.00 1.0-1.5 20 172.420 173.950 1530 BT 7.00 1.0-1.5 21 173.950 174.000 50 BT 7.00 1.0-1.5 22 174.000 174.200 200 BT 7.00 1.0-1.5 23 174.200 174.400 200 CC 7.00 1.0-1.5 24 174.400 175.050 650 BT 7.00 1.0-1.5 25 175.050 175.100 50 CC 7.00 1.0-1.5 26 175.100 180.300 5200 BT 7.00 1.0-1.5 27 180.300 181.400 1100 CC 7.00 1.0-1.5 28 181.400 181.650 250 BT 7.00 1.0-1.5 S. No. Existing Chainage(km) Length (m) Type of Carriageway Width of Carriageway (m) Width of Shoulders (m) From To 29 181.650 181.800 150 CC 7.00 1.0-1.5 30 181.800 189.000 7200 BT 7.00 1.0-1.5 31 189.000 189.750 750 CC 7.00 1.0-1.5 32 189.750 194.975 5225 BT 7.00 1.0-1.5 33 194.975 195.150 175 CC 7.00 1.0-1.5 34 195.150 195.800 650 BT 7.00 1.0-1.5 35 195.800 196.000 200 CC 7.00 1.0-1.5
Sample 1

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