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IHCFS FROM TER OF ROADWAY FOR Z.! ` a -� CR ECTLONING. GRoadway 16 feet wide. Side Slopes 1`on t 13 67` 57 4_• For Single Trpck Embankment: L 2 =, .3 I .4 .5 I .6 I .7 L .8 I .9 H - � z �J �s �� 39 ' 0 8.0 8.2 8.3 8.5 8.6 8.8 8.9 9.1 9.2 9.4 0 1 9.5 9.7 9.8 10.0 10.1 10.3 10.4 10.6 10.7 10.9 1• 2 11.0 11.2 11.3 11.5 11.6 11.8 11.9 12.1 12.2 12A _2 -- - Tj, 3 12.5 12.7 12.8 13.0 13.1 13.3 13.4 13.6 13.7 13.9 3 4 14.0 14.2 14.3 14.5 14.6 14.8 14.9 15.1 15.2 15.4 4 -_!,� 5 15.5 15.7 15.8 16.0 16.1 16.3 16.4. 16.6 16.7 16.9 5 r r 6 17.0 17.2 17.3 17.5 17.6 17.8 17.9 18.1 18.2 18.4 : !C `` 1 - 7 18.5 18.7 18.8 19.0 19.1 19.3 19.4 19.6 19.7 19.9 7 Y ` 8 20.0 20.2 20.3 20.5 20.6 20.8 20.9 21.1 21,2 21A 8 9 21.5 21.7 21.8 22.0 22.1 22.3 22.4 22.6 22.? 22.9 9 10 23.0 23.2 23.3 23.5 23.6 23.8 23.9 24.1 24.2 24.4 10 %Z 11 24.5 24.7 24.8 25.0 25.1 25.3 25.4 25.6 25.7 25.9 ,11 12 26.0 26.2 26.3 26.5 26.6 26.8 26.9 27.1 27.2 27.4 12 13 27.5 27.7 27.8 28.0 28.1 28.3 28.4 28.6 28.7 28.9 13 14 29.0 29.2 29.3 29.5 29.6 29.8 29.9 30.1 30.2 30.4 14 15 80.5 30.7 30.8 31.0 31.1 31.3 31A 31.6 31.7 31.9 15 ' 2 ��` -`' �� '•c`f { 16 1$2.0 32.2 32.3, 32.5 32.6 32.8 32.9 33.1 33.2 33.4 16 2�? 17 33.5 33.7 33.8 34.0 34:1 34.3 34.4 34.6 34.7 .34.9 17 � 7 �,G � 18 35.0 35.2 35.3 35.5 35.6 35.8 35.9 36.1 36.2 36.4 18 IV Z Z •-S 19 36.5 36.7 36.8 37.0 37.1 37.3 37.4 37.6 37.7 87.9 19 20 38.0 38.2 38.3 38.5 38.6 38.8 38.9 39.1 39.2 39A 20 21 189.5 39.7 39.8 40.0 40.1 40.3 40.4 40.6 40.7 40.9 21 "j22 41.0 41.2 41.3 41.5 41.6 41.8 41.9 42.1 42.2 42.4 22 -�`_, 23 42.5 42.7 42.8 43.0 43.1 43.3 43.4 43.6 43.7 43.9 2S 24 44.0 44.2 44.3 44.5 44.6 44.8 44.9 45.1 45.2 45.4 24 f; s- i_'-. 10'c z 25 45.5 45.7 45.8 46.0 46.1 46.3 46.4 46.6 46.7 46.9 26 26 47.0 47.2 47.3 47.5 47.6 47.8 47.9 48.1 48.2 48.4 26 27 48.5 48.7 48.8 49.0 49.1 49.3 49.4 49.6 49.7 '49.9 27 28 50.0 50.2 50.3 50.5 50.6 50.8 50.9 51.1 512 51.4 28 29 51.5 51.7 51.8 52.0 52.1 52.3 52.4 52.6 52.7 52.9 29 30 53.0 53.2 53.3 53.5 53.6 53.8 53.9 54.1 54.2 54.4 31D 31 54.5 54.7 54.8 55.0 55.1 55.3 55.4 55.6 55.7 55.9 31 32 56.0 56.2 56.3 56.5 56A �46.8 56.9 57.1 .57.2 57.4 32' 33 57.5 57.7 67.8 58.0 58.1 ':55.8 58.4 58.6 58.7 58.9 38 34 59.0 59.2 59.3 59.5 59.6 59.8 59.9 60.1 60.2 60.4 34 35 60.5 60.7 60.8 61.0 61.1 61.3 61.4 61.6 61.7 61.9 35 d 36 62.0 62.2 62.3 62.5 62.6 62.8 62.9 6U 63.2 63A 36 37 63.5 63.7 63.8 64.0 '64.1 64.3 64.4 64.6 64.7 64.9 37 p j� L 38 65.0 65.2 65.3 65.5 65.6 65A 65.9 66.1 68.E 66.4 38 39 66.5 66.7 66.8 67.0 67.1 67.3 67.4 67.6 67:7 67.9 89 40 68.0 68.2 68.3 68.5 'e8.6 68.8 68.9 69.1 69.2 69.4 ,M �S O Example-If paint is 22-64t.above trade.bow far should it be Iwm asal line to p S 7 be a slope stake pointf Ans.ft'om Table 4W.' Igor saffie siopea bWetbsr VldW of L roadbed ooaect above by"half diflerengsIn width of -*usin asrpl• above for 20 ft. will be 41.9}(20-16)+2 or 2 tL added to 4I.9=43.9. For elopes of 1 oa 1 sea of front cover. s _. Made in Oermsay. =y f: