Carriageway. The present carriageway of the Project Highway consists two Lane/two lane with paved shoulder with bituminous pavement and earthen shoulder configuration from Ex. Ch. 00+000 km to Ex. Ch. 21+851 km. The type of the existing pavement of the section is flexible.
Carriageway. The present carriageway of the Project Highway is intermediate lane. The type of existing pavement is flexible-Earthen, Gravel, and Bituminous.
Carriageway. The present width of main carriageway and shoulders of the Highway-1 are given in Table A-2. Table A-2 Width of main carriageway S. No. Existing Chainage (km) Length (km) Type of Carriageway Width of Carriageway Width of Shoulders (m) From To 2 13.590 14.820 1.230 BT Less than Single Lane 0.2 to 1.0 3 14.820 15.920 1.100 BT Single Lane 0.5 to 1.0 5 17.120 23.190 6.070 BT Less than Single Lane 1.0 to1.2 7 23.750 26.405 2.655 BT Single Lane 0.8 to 1.2 8 26.405 30.480 4.075 BT Single Lane 0.8 to 1.2 9 30.480 31.450 0.970 Rigid Two- Lane 0.4 to 0.8 10 31.450 33.120 1.670 BT Less than Single Lane 0.8 to 1.0 11 33.120 35.620 2.500 BT Single Lane 0.6 to 0.8 12 35.780 37.050 0.000 Xxxxx ,X Intermediate Lane 0.6 to 0.8 13 37.050 40.580 3.530 BT Single Lane 0.8 to 1.2 14 40.580 41.180 0.600 BT, Rigid Intermediate Lane 0.4 to 0.8 15 41.180 44.530 3.350 BT Single Lane 1.0 to 1.2 16 49.380 61.720 12.340 BT Intermediate Lane 0.6 to 1.2 17 61.720 62.570 0.850 BT, Rigid, K Intermediate Lane - 18 62.570 73.720 11.150 BT Less than Single Lane 0.8 to 1.0 19 73.720 74.570 0.850 BT, Rigid Intermediate Lane 0.5 to 1.0 20 74.570 77.020 2.450 BT Less than Single Lane 0.5 to 1.0 21 77.020 79.020 2.000 BT Single Lane 0.5 to 0.8 22 79.020 86.950 7.930 BT Less than Single Lane 0.8 to 1.2 BT=Bituminous Pavement, CC= Cement Concrete Pavement, K= Kharanja (Stone Pavement)
