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II1 <br />Enter E . <br />of the " <br />stadia <br />run - <br />line tE <br />IoCflbO <br />the d{ <br />gives I <br />.from <br />be a1 <br />Dista <br />stale <br />5. of <br />Ii tr <br />t <br />E <br />H <br />I� 0 <br />Ail, <br />I .2 <br />I .3 <br />I .4 <br />1 <br />DISTANCES FROM CENTER OF ROADWAY FOR <br />CROSS -SECTIONING. <br />Roadway 16 feet wide. Side Slopes I on 1 <br />For Single Track Embankment. <br />E <br />H <br />I� 0 <br />I .1 <br />I .2 <br />I .3 <br />I .4 <br />I .5 <br />, .6 I <br />.7 <br />I .8 <br />I .9 <br />11 1-1 <br />0 <br />8.0 <br />8.2 <br />8.3 <br />8.5 <br />8.6 <br />8.8 <br />8.9 <br />9.1 <br />9.2 <br />9.4 <br />0 <br />1 <br />9.5 <br />9.7 <br />9.8 <br />10.0 <br />10.1 <br />10.3 <br />10.4 <br />10.6 <br />10.7 <br />10.9 <br />1 <br />2 <br />11.0 <br />11.2 <br />11.3 <br />11.5 <br />11.6 <br />11.8 <br />11.9 <br />12.1 <br />12.2 <br />12.4 <br />2. <br />3 <br />12.5' <br />12.7 <br />12.8 <br />13.0 <br />13.1 <br />13.3 <br />13.4 <br />13.6 <br />13.7 <br />13.9 <br />3 <br />4 <br />14.0 <br />14.2 <br />14.3 <br />14.5 <br />14.6 <br />14.8 <br />14.9 <br />15.1 <br />15.2 <br />15.4 <br />4 <br />5 <br />15.5 <br />15.7 <br />15.8 <br />16.0 <br />16.1 <br />16.3 <br />16.4 <br />16:6 <br />16.7 <br />16.9 <br />5 <br />6 <br />17.0 <br />17.2 <br />17.3 <br />17.5 <br />17.6 <br />17.8 <br />17.9 <br />18.1 <br />18.2 <br />18.4 <br />6 <br />7 <br />18.5 <br />18.7 <br />18.8 <br />19.0 <br />19.1 <br />19.3 <br />19.4 <br />19.G <br />19.7 <br />19.9 <br />7 <br />8 <br />20.0 <br />20.2 <br />20.3 <br />20.5 <br />20.6 <br />20.8 <br />20.9 <br />21.1 <br />21.2 <br />21.4 <br />8 <br />9 <br />21.5 <br />21.7 <br />21.8 <br />22.0 <br />22.1 <br />22.3 <br />22.4 <br />22.G <br />22.7 <br />22.9 <br />9 <br />10 <br />23.0 <br />23.2 <br />23.3 <br />23.5 <br />23.6 <br />.23.8 <br />23.9 <br />24.1 <br />24.2 <br />24.4 <br />10 <br />11 <br />24.5 <br />24.7 <br />24.8. 25.0 <br />25.1 <br />25.3 <br />25.4 <br />25.6 <br />25.7 <br />25.9 <br />11 <br />12 <br />26.0 <br />26.2 <br />26.3 <br />26.5 <br />26.6 <br />26.8 <br />26.9 <br />27.1 <br />27.2 <br />27.4 <br />12' <br />13 <br />27.5 <br />27.7 <br />27.8 <br />28.0 <br />28.1 <br />28.3 <br />28.4 <br />28.6 <br />28.7 <br />28.9 <br />13 <br />14 <br />29.0 .29.2 <br />29.3 <br />29.5 <br />29.6 <br />29.8 <br />29.9 <br />30.1 <br />30.2 <br />30.4 <br />14 <br />15 <br />30.5 <br />30.7 <br />30.8 <br />31.0 <br />31.1 <br />31.3 <br />31.4 <br />31.6 <br />31.7 <br />31.9 <br />15. <br />16 <br />32.0 <br />322 <br />32.3 <br />32.5 <br />32.6 <br />32.8 <br />32.9 <br />33.1 <br />33.2 <br />33.4 <br />1G <br />17 <br />83.5 <br />33.7 <br />33.8 <br />34.0 <br />34.1 <br />34.3 <br />34.4 <br />34.6 <br />34.7' <br />34.9 <br />17 <br />18 <br />35.0 <br />35.2 <br />35.3 <br />35.5 <br />35.6 <br />35.8 <br />35.9 <br />36.1 <br />36.2 <br />36.4 <br />18 <br />19 <br />36.5 <br />36.7 <br />36.8 <br />37.0 <br />37.1 <br />37.3 <br />37.4 <br />37.6 <br />37.7 <br />37.9 <br />19 <br />20 <br />88.0 <br />38.2 <br />38.3 <br />38.5 <br />38.6 <br />38.9 <br />38.9 <br />39.1 <br />39.2 <br />39.4 <br />20 <br />21 <br />39.5 <br />39.7 <br />39.8 <br />40.0 <br />40.1 <br />40.3 <br />40.4 <br />40.6 <br />40.7 <br />40.9 <br />21 - <br />22 <br />j1.0 <br />41.2 <br />41.3 <br />41.5 <br />'41.6 <br />41.8 <br />41.9 <br />42.1 <br />42.2 <br />42.4 <br />22 <br />23 <br />42.5 <br />42.7 <br />42.8 <br />43.0 <br />43.1 <br />43.3 <br />43.4 <br />43.6 <br />43.7 <br />43.9 <br />23 <br />24 <br />44.0 <br />44.2 <br />44.3 <br />44.5 <br />44.6 <br />44.8 <br />44.9 <br />45.1 <br />45.2 <br />45.4 <br />24 <br />25 <br />45.5 <br />45.7 <br />45.8 <br />46.0 <br />46.1 <br />46.3 <br />46.4 <br />46.6 <br />46.7 <br />46.9 <br />25 <br />26 <br />47.0 <br />47.2 <br />47.3 <br />47.5 <br />47.6 <br />47.8 <br />47.9 <br />48.1 <br />48.2 <br />43.4 <br />26 <br />27 <br />48.5 <br />48.7 <br />48.8 <br />49.0 <br />49.1 <br />49.3 <br />49.4 <br />49.6 <br />49.7 <br />49.9 <br />27 <br />28 <br />50.0 <br />5022 <br />50.3 <br />50.5 <br />50.6 <br />50.8 <br />50.9 <br />51.1 <br />51.2 <br />51.4 <br />28 <br />29 <br />51.5 <br />51.7 <br />51.8 <br />52.0 <br />52.1 <br />52.3 <br />52.4 <br />52.6 <br />52.7 <br />52.9 <br />29; <br />30 <br />53.0 <br />53.2 <br />53.3 <br />53.5 <br />53.6 <br />53.8 <br />53.9 <br />54.1 <br />54.2 <br />54.4 <br />30 <br />31 <br />54.5 <br />54.7 <br />•54.8 <br />55.0 <br />55.1 <br />55.3 <br />55.4 <br />55.6 <br />55.7 <br />55.9 <br />31 <br />32 <br />56.0 <br />56.2 <br />56.3 <br />56.5 <br />56.6 <br />56.8 <br />56.9 <br />57.1 <br />57.2 <br />57.4 <br />32 <br />33 <br />57.5 <br />57.7 <br />57.8 <br />58.0 <br />58.1 <br />53.3 <br />58.4 <br />58.6 <br />58.7 <br />58.9 <br />33 <br />34 <br />•59.0 <br />59.2 <br />59.3 <br />59.5 <br />59.6 <br />59.8 <br />59.9 <br />60.1 <br />60.2 <br />60.4 <br />34 <br />35 <br />60.5 <br />60.7 <br />60.8 <br />61.0 <br />61.1 <br />61.3 <br />61.4 <br />61.G <br />61.7 <br />61.9 <br />35 <br />36 <br />62.0 <br />62.2 <br />62.3 <br />62.5 <br />62.6 <br />62.8 <br />62.9 <br />63.1 <br />63.2 <br />63.4 <br />36 <br />37 <br />63.5 <br />63.7 <br />63.8 <br />64.0 <br />64.1 <br />64.3 <br />64.4 <br />64.6 <br />64.7 <br />64.9 <br />37 <br />38 <br />65.0 <br />65.2 <br />65.3 <br />65.5 <br />65.6 <br />65.8 <br />65.9 <br />66.1 <br />66.2 <br />66.4 <br />38 <br />•39 <br />66.5 <br />66.7 <br />66.8 <br />67.0 <br />67.1 <br />67.3 <br />67.4 <br />67.6 <br />67.7 <br />67.9 <br />39 <br />40 <br />68.0 <br />68.2 <br />68.3 <br />68.5 <br />68.6 <br />68.8168.9 <br />69.1 <br />69.2 <br />69.4 <br />40 <br />Lzample-II point is 22.6 ft. above grade, hory far should it be from center lino to <br />be a slopo stake point? Ans. from Table 41.9. For same elopes but other widths of <br />roadbed correct above figures by one-half difference in width of roadbed; thus m exnn,pIs <br />above for 20 ft. roadbed distance will be 41.9+(20}-16)+2 or 2 It. added to 91.9 =v 9. <br />For slopes of 1 on 1 see inside of front cover. <br />MADE tN U.9 A <br />