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<br />.I a <br />t <br />DIBTANCEB FROhI CENTER OF ROADWAY FOR CROSS-BECTIONINO. <br />ROSDWeY 14 FEET WIDE. SIDE SLOPES 1% TO ~. <br />FOIL SRP6LE TRACK E~SBA2IR2iENT. <br />I ~ 0 I .1 I .2 I .3 I .4 I .5 I .6 I .7 I .8 I .9 I I <br />0 <br />1 7.0 7.2 7.3 7.5 7.G 7.8 7.9 8.1 8.2. 8.4 0 <br /> 8.5 8.7 8.8 9.0 9.1 9.3 9.4 9.6 9.7 9.9 1 <br />2 10.0 10.2 10.3 i0.b 10.6 10.8 10.9 11.1 11.2 11.4 2 <br />3 11.5 11.7 11.8 12.0 12.1 12.3 12.4 12.6 12.7 12.9 3 <br />4 13.0 13.2 13.3 13..5 13.6 13.8 13.9 14.1 ]4.2 74.4 4 <br />5 14.5 14.7 14.8 15.0 15.1 15.3 15.4 15.6 15.7 15.9 5 <br />6 16.0 16.2 16.3 1G.5 16.6 16.8 16.9 17.1 l7.`2 17,4 G <br />7 ]7.5 17:7 17.8 18.0 18.2 18.3 18.4 18.6 18.7 ]8.9 7 <br />8 19.0 19.2 19.3 19.5 19.6 19.8 19.9 20.1 20.2 20.4 8 <br />9 20.5 20.7 20.8 21.0 21.1 21.3 21.4 21.6 21.7 21.9 9 <br />10 22.0 22.2 22.3 22:5 22.6 '22.8 22.9 23.1 23.2 23.4 10 <br />11 23,6. 23.7 23.8 24.0 24.1 24.3 24.4 24.6 24.7 24.9 11 <br />12 25.0 25.2 25.3 25.5 25.G 25,8 25.9 26.1 26.2 Q6.4 12 <br />13 26.5 2G.7 26.8 27.0 27.1 27.3 27.4 27.G 27.7 27.9 13 <br />]4 28.0 28.2' 28.3 28.5 28.6 28.8 28.9 29.1 29.2 29.4 14 <br />15 :29..5 29.7 29.8 30.0 30.1 30.3 30.4 30.6 30.7 30.9 15 <br />1G 31.0 31.2 31.3 31.5 31.G 31.8 31.9 32.1 32.2 32.4 36 <br />17 32.5 32.7 32.8 33.0 33.1 33.3 33.4 33.8 33.7 33.9 17 <br />18 34.0 34.2 34.3 34.5 34.G 34.8 34.9 35.1 35.2 35.4 18 <br />19 35.5 35.7 $5.8 36.0 3G.1 36.3 3G.4 36.6 3G.7 36.9 19 <br />20 37.0 37.2 37.3 37.5 37.6 37.3 37.9 38.1 38.2 38.4 26 <br />21 38.5 38.7 38.8 39.0 39.1 39.3 39.4 39.G 39.7 39.9 21 <br />22 40.0 40.2 40,3 40.5 40.G 40.8 40.9 41.L 41.2 41.4 22 <br />23 41.5 41.7 .41.8 41.0 42.1 42.3 42.4 42.G 42.7 42.9 23 <br />24 43.0 43.2 43.3 43.5 43.G 43.8 43.9 94.1 44.2 44.4 24 <br />25 44.5 44.7 44.8 45.0 45..1 45:3 45.4 45.6 45.7 45.9 25 <br />26 4G.0 46.2 46.3 4G.5 9G.G 46.3 4G.9 47,1 47.2 47.4 26 <br />27 47.5• 47.7 47 8 43.0 48.1 48.3 <br />- 48.4 48.6 48.7 48.9 27 <br />28 49.0 49.2 49.3 49.5 49.6 49.8 49.9 50,1 50.2 50.4 23 <br />29 50.5 50.7 50.8 51.0 51.1 51.3 51.4 51.G 51.7 51.9 29 <br />30 52.0 52.2 52.3 52.5 52.6 52.8 52.9 53.1 53.2 53.4 30 <br />31 b3.5 53.7' 53.8 54.0 54.1 54.3 54.4 54.6 54.7 54.9 31 <br />32 55.0 55.2 55.3 55.5 55.6 55.8 55.9 56.1 56.2 56.4 32 <br />33 56.5 56.7 56.8 57.0 57.1 57.3 57.4 57.G 57.7 67.9 33 <br />34 58.0 58.2 58.3 58.5 bB.E 58.8 58.9 59.1 59.2 59.4 34 <br />35 b9.5 59.7 59.8 G0.0 60.1 60..3 60.4 60.6 60.7 G0.9 35 <br />36 61.0 61.2 61,3 61.5 61.6 61.8 61.3 G2.1 62.2 62.4 36 <br />Calculated by Julien A. Halt, E1. Am. Soc. C. 1;. <br />