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DISTANCES FROM CENTER OF ROADWAY FOR <br /> a 15 p CROSS-SECTIONING. <br /> (�� 3 Z,. 3,1" 1 Roadway 16 fes wide. Side Sbpes 1 on l Y <br /> For 3h*%Track Embankment. <br /> HH I ,. 2 .3 I .4 .b .8 I '.7 I .8 ( .9 H <br /> 0 8.0 &2 8.3 8.6 8.8 8.9 9.1 92 9.4 0 <br /> 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 1 ' <br /> 2 11.0 11.2 11.3 11.5 l .6 11.8 11.9 12.1 12.2 12.4 2. <br /> 3 10.5 12.7 12.8 13.6 :11 1331 13.4 13.6 13.7 13.9 3 <br /> yS f 4 14.0 A4.5 14.3 14.5 14.6 14.8 14.9 15.1 15.2 15.4 4 <br /> L e 5 18.5 15.7 16.8 18.0 161 18.8. 8.4 16.6 18.7 16.9 8 <br /> • a e �_ 6 17.0 17.2 17.8 174N." <br /> 17. �9 18.1 18.2 18.4 6 <br /> 1 a o yes , �D 7 18.5 18.7 18.8 19.0 193 19.6 19.7 19.9 78 20.0 20.2 20.8 20.5 '20.8 21.1 21.2 21.4 8 <br /> 9 21.5 21.7 0' .8 22.022.3 .2.6 22.7 22.9 9 <br /> 10 23.0 23. 23:6 6 23.8 94.1 24.2 24.4 10 <br /> 73 2 0 11 24.5 24. 25.0 .1 25.3 X6.6 25.7 25.9 11 <br /> 12 26.0 2L2, 2�0g.3 20.4 26.6 26.8 24.9 'l.1 27.2 27.4 l2 <br /> M>' 13 27.8' . 21F'.8 284 28.3 28.6 28.7 28.9 13 <br /> 14 29.0 29, 29.4 ' 29.8 80.1 30.2 30.4 14 <br /> 15 30.5 30.7 208 4$10• 31,x{ 8 A ,$1 6 31.7 $1.9 15 <br /> JI 16 32.0 38.2 82.3 82 $ 8R6 83.1 33.2 33.4 10 <br /> ' 17 33.5 33.7 53.8 .3 34.6 84.7 34.9 17 <br /> f e 18 35.0 35.2 85.3 8i' Sft.8 86.1 36.2 $8.4 18 <br /> 19 36.5 36.7 86.8 37.0 87 .8 7.8 37.7 $7.9 19 <br /> 20 38.0 -38.2 38.3 88.5 88. 9.1 39.2 39.4 20 21 39.5 39.7 39.8 40.0 40.1 40. 4q4 40.6 40.7 40.9 21 <br /> 'u. 22 41.0 41.2 41.3 41.5 41.6 41.8 41 .1 48.2 42.4 22 <br /> 23 42.5 42.7 42.8 43.0 43.1 43.8 43.7 43.9 23 <br /> 4 1� 24 44.0 44.2 44.3 44.5 44.8 1 45.2 45.4 .24 <br /> 25. 45.5 45.7 45.8 46.0 4B.t 46 6 46.7 46.9 25 <br /> l 26 47.0 47.2 47.3 47.5 . 47 1 2 48.4 28 <br /> �✓ 27 48.5 45.7 48.8- 49.0 `:,, '1 4 9.6 197 49.9 27 <br /> 28 50.0 50.8 50.3 50.5 . l ' 1 52.2 61A 28 <br /> T. 29 U.6 51.7 51.8 52.0 2 8 $2.4 ' 52.7 52.9 29• <br /> 30 53.0 53.2 ,53.3 53.5 X3.8 .8 A $42 54A 30 <br /> 31 ti4.b 541 54.8 55.0f k � ,i 8 5t1. 4 55.7 $8.9 31* 82 0 56 2 563 56.fr 5#. 8 8 7.1 57.2 87.4 32 <br /> b 33 57.5 57.7 57.8 AS0 1 58.8 .6 58.7 58.9 33 34 59.0 59.2 49.3 5 59.8 60.1 609 60.4 34 <br /> 35 60.5 60.7 60.8 61.0 O11 61. 1. 61.6 61.7 61.9 85 <br /> V ' 36 62.0 62.2 .62.3 62.5 62:6 G 621, 63.9 63.1 63.2 63.4 36 87 63.5 63.7 63.8 64.0 64.1` 64.4 64.6 64.7 64.9 37 <br /> �f 38 65.0 65.2 65.3 65.5 65.5 A 65.9 66.1 66.2 66.4 ;88 <br /> 39 66.5 66.7 66.8 67.0 67. `8 67.4 67.6 67.7 67.9 $4 <br /> j , ( �L 40 68.0 68.2 68.3 68.5 680 68:8 88.9 69.1 69.2 69.4 40 <br /> 8swmyl�-Ii point is 22.6 ft.above pude.howfar ahmAl it be from enter Has to <br /> t be a slops tr uo ? Ana.from Table 41.9. For serve slopes but_oth r widths of• <br /> 4 fft.above f{N by >be;19ereaoe in wid 2 t �esaap0 <br /> utiSs�ssot I eo f asert�d fraN eD►s.i�(20-18) ?� tr4g-48• <br /> • <br /> i <br /> V <br /> • 40 <br />