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HomeMy WebLinkAboutField Book 114EUGENE DIE TZGEN CO. DRAWING MATERIALS. MATHEMATICAL and .SURVEYING l~STRUMENTS Chi~o New York San Francisco New Orleans Pittsbu~ Toronto Distances from Center of Roadway for Cross-Sectioning Roadway 16 feet wide. .Side Slopes 1 on I. for Single T rock Embankment. H II O I ·1 I ·2 I -3 I .4 I ·5 I ·6 I ·7 I ·8 I ,o II H 0 8.0 8.1 8.2 8.3 8.4 8.5 8 .6 8.7 8 .8 8.9 .0 1 9.0 9.1 9.2 9.3 9.4 9.5 9.6 . 9.7 9 .8 9.9 1 2 10.0 10.1 10.2 10.3 10.4 10.5 10.6 10.7 10.8 10.9 2 3 11 .0 11.1 11 .2· 11.3 11.4 11.5 11.6 11 .7 11.8 11.9 3 4 12.0 12.1 12.2 12.3 12.4 12.5 12.6 12.7 12.8 12.9 4 5 13 .0 13.1 13.2 13.3 13.4 13.5 13.6 13.7 13.8 13.9 5 6 14.0 14.1 14.2 14.3 14.4 14.5 14.6 14.7 14 .8 14.9 6 7 15 .0 15.1 15.2 15.3 15.4; 15.5 15.6 15.7 15.8 15.9 7 8 IG .0 16.1 16 .2 16.3 16.4 16.5 16.6 16.7 16.8 16.9 8 . 9 17.0 17.1 17 .2 17.3 17.4 17,5 17.6 17.7 17.8 17.9 9 10 18.0 18.1 18.2 18.3 18.4 18.5 18.6 18.7 18.8 18.9 10 11 19.0 19.1 19.2 19 .3 19.4 19.5 19.6 19 .7 19.8 19.9 11 12 20.0 20.1 20.2 20 .3 20.4 20.5 20.6 20.7 20.8 20.9 12 13 21.0 21.l 21.2 21.3 21.4 21.5 21.6 21.7 21.8 21.9 13 14 22.0 22.1 22.2 22.3 22.4 22.5 22.6 22.7 22.8 22.9 14 15 23 .0 23.1 23 .2 23.3 23.4 23.5 23.6 23.7 23.8 23.9 15 16 24 .0 24.1 24.2 2-1.3 24.4 24.5 24.6 24 .7 24.8 24.0 16 17 25.0 25.1 25.2 25.3 25.4 25.5 25.6 25 .7 25.8 25.9 17 18 26 .0 26.1 26.2 26 .3 26.4 20.5 26.6 26.7 26 .8 26.0 18 19 27.0 27.1 27.2 27.3 27.4 27.5 27.6 27.7 27 .8 27.0 19 20 28.0 28.1 28.2 28.3 28.4 28.5 28.6 28 .7 28 .8 28.9 20 21 29.0 29.1 20.2 29 .3 29.4 29.5 29.6 29.7 29.8 29.9 21 22 ~o.o 30.1 30.2 30.3 30.4 30.5 30.6 30.7 308 30.9 22 23 31.0 31.l 31.2 31.3 31.4 31.5 31.6 3 1.7 31.8 31.0 23 24/ 32.0 32.1 32.2 32 .3 32.4 32.5 32.6 32.7 32.8 32 .9 24 25 33.0 33.1 33.2 33.3 33 .4 33.5 33 .6 33 .7 33 .8 33.9 25 26 34.0 34 .1 34 .2 34.3 34.4 34.5 34..6 34.7 34.8 34.9 • 26 27 35.0 35.1 35.2 35.3 35.4 35.5 35 .6 35 .7 35.8 35.9 27 28 36 .0 36.1 36.2 36 .3 36.4 36.5 36.6 36.7 36.8 36.9 28 20 37.0 37.1 37.2 37.3 37.4 37.5 37.6 37.7 37.8 . 37.9 29 30 38.0 3 .1 38.2 3 .3 38.4: 38.5 38.6 38.7 33.8 38.9 30 31 30 .0 39.1 39.2 39.3 39.4 39.5 39.6 39.7 39.8 39.9 31 32 40 0 40.1 40.2 40 .3 40.4 40.5 40.6 40.7 40.8 40.9 32 3{1 410 41.1 41.2 41.3 41.4. 41.5 41.6 41.7 41.8 41.9 33 34 42.0 42.1 42 .2 42 .3 42.4 42.5 42.6 42 i 42 . 42 .U 34 35 43 .0 43 .1 43 .2 43 .3 43 .4 43 .5 43 .6 43 .7 43 .8 43.0 35 36 44.0 44.1 4.4 .2 44 .~ 44..4. 4.4 .5 44 .6 44.7 44.8 44.9 36 37 45.0 45.1 45.2 45.3 45 .4 4 5 45 .6 45.7 45 . 4.5 .9 37 38 46.0 46.1 4 .2 46.3 46.4 46.5 46.6 4.6 .7 46.8 46.9 38 39 47.0 47.1 47 .2 47.3 47.4 47.5 47 .6 47 .7 47.8 47 .9 39 40 48.0 48.1 48.2 48.3 48.4 48.5 48.6 ' 48 7 48.8 48.9 40 Example--lf point ia 22.6 ft. nbovo ttradc, how far ahould it be from c nter line to be " elope etako point? Ana. from Table 30 6. For same elopes but oth r width• of roadbed, cor~ct abovo fi1iUroa by one-half difference in width of roadbed; tbua in e:rample above, for 20 ft. roadbed cliatno co will bo 30.6+ (20-16) +2 or 2 ft. added to 30.6 ..:32.6. For alopea of 1 on 1 ½ eee inside of back cover. Copyri11ht, 1914, by Eu11eno Dieta11en Co. .(_ -1 Rt.J S 1:1. L, /f!·-'f7 ~? E l /.3 -o /2 tl W. i7"r (!) - /I 7CJCJI E/n7tv F)J) fl; \ ARCHITECTS & ENGINEERS SUPPLY CO. 900 -4th Ave., SEA 1TLE 4 SEneca 2144 i) This Field Book is manufactured of a High Grade 50% Rag Paper having a WATER RESISTING SURFACE, and is sewed with Bing Special Enamel Waterproof thread. Made in U. &. A. e i t;;-1 /~ 8/A f i.. 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Side Slopes I on I ½ For .Single Track EmbankmenL H II O I .1 I .2 I .3 I .4 I .5 I .6 I .7 I .8 I .0 II II 0 8.0 8.2 8 .3 8.5 1 9.5 9.7 9.8 10.0 2 11.0 11.2 11.3 11.5 3 12.5 12.7 12.8 13 .0 1 14.0 i4.2 14.3 l<l.5 5 15.5 15.7 15.8 Hi.O 6 17.0 17.2 17 .3 17.5 7 18.5 18.7 18.8 rn.o 8 20.0 20.2 20.3 20.5 9 21.5 21.7 21.8 22.0 10 23.0 23 .2 23.3 23.5 11 24.5 24.7 24 .8 25.0 12 ~6.0 26.2 26.3 26.5 13 27.5 27.7 27.8 28.0 14 29.0 .29.2 29.3 W.5 15 30..5 30.7 30.8 31.0 16 32.0 32.2 32.3 32.5 17 ~3 .5 3~.7 33.8 34.0 -35.2 35.3 35.5 ~ ~8:o -SS:7 36.8 37.0 38.2 I 38.3 38.5 39:5 39.7 39.8 40.0 22 ti.o 41 .2 1.3 41.5 23 2.5 42.7 42.8 43.0 2-1 44.0 44.2 44.3 44.5 25 45.5 45.7. 45.8 46.0 2~ 47.0 47 2 47.3 47.5 27 48.5 48.7 48.8 40.0 28 50.0 5C.'.? 50.3 50.5 29 · 51.5 r 7 51.8 52 .0 30 53.0 '1 ') 53.3 53 .5 3 1 54 .,,: 54.7 -54.8 55.0 32 5(i I) 56.2 56.3 56.5 33 57.5 57.7 57.8 58.0 34 J!:1.0 59 .2 5fl .3 59.5 35 60.5 60.7 60.8 61.0 36 62.0 62.2 62 .3 62 .5 3·, 63.5 63.7 63.8 64.0 3 '.) 65.0 65.2 65.3 65.5 39 66.5 66.7 66.8 67.0 .(0 68.0 68.2 68.3 68 .5 8.6 8.8 8.9 10.1 10.3 10.4 11.6 11.8 lU) 13.t 13.3 13.4 14 .6 14.8 14 .9 16.1 16.3 16.4 17.6 17 .8 17.9 19.1 19.3 19.4 20.6 20.8 20.9 22.1 22.3 22.4 23.6 23.8 23.9 25.1 25.3 25.4 26.6 26.8 26.9 28.1 28.3 28.4 29.6 29.8 2!J.9 31.1 31.3 31.4 32.6 32.8 32.!) 34.1 34.3 34.4 35.6 35.8 35.!) 37 .1 37.3 37.4 38.6 38.8 38.9 40.1 40.3 40.4 41.6 4 1.8 41.!) 43.1 43.3 43.4 44 .6 44 .8 44.!) 46.1 46.3 46.4 47.6 47.8 47.9 49.1 4!>.3 4!).4 50.6 50.8 50.!) ·52.1 52.3 52.4 53.6 53 .8 53.9 55.1 55.3 55.4 56.6 56 .8 56.9 58.1 58.3 58.4 59.6 59.8 5!),!) 61.1 &1.3 61.4. 62 .6 62.8 62.!) 64.1 6•1.3 64.4 65.6 65.8 65.9 67.1 67.3 67 .4 68.6 68.8 68.9 9.l 9.2 10.6 10.7 12.1 12.2 13.6 13.7 15.1 \5.2 16.6 16.7 1:8.1 18.2 19.6 19.7 21.1 21.2 22.6 22.7 24.1 24.2 25.6 25.7 27.l 27.2 28.6 28.7 30.1 30.2 31.6 31.7 33.1 33.2 34.6 34.7' 36.1 36.2 37.6 37.7 39.1 39.2 40.6 40.7 42.1 42.2 43.6 43.7 45.1 45.2 46.6 46.7 48.1 48.2 49.6 49.7 51.1 51.2 52.6 52.7 54.1 54.2 55:6 55.7 57.1 57.2 58.6 58.7 60.1 60.2 61.6 61.7 63.1 63 .2 64.6 64.7 66.1 66.2 67.6 67.7 69.1 60.2 9A. 0 10.9 1 12.1 2. 13 .9 3 1 5.1 4 1 G.!l 5 I 8.4 G 1 0.0 7 21.1 8 :l2 .!) 0 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 4 4 5 5 5 5 5 5 6 6 6 (j 0 6 6 24 .4 10 5.9 11 7.4. 12' 8.0 13 0.4 11 1.9 15 3.4 1G •1.9 17 6.4 18 7.0 l!) 9A 20 0.9 21 2 .4 22 3 0 23 54 21 6 Y :.!5 8.4 26 O.!) 27 1.4 28 2.0 2!:I, -1.4 30 5.0 31 7.4 a-i 8 9 33 0 .4 84' 19 35 3.•1 36 1 0 37 6 4 38 7 0 39 !)4 40 Esample-If point is 22.6 ft. above 1m1dc, bow far should It bo from 01 r llnn to be a elope Gtake point? Ans. from Table 4 I.'.). For s~mc elopes but oth r ,.,icllh• nl roudbed correct above figures by one-half d11Tcrcnre io v.idl h of roadbed: tbu1111 c•un111lo a~,ove for 20 ft. roa.d~ di stance will be •I l.!1+(20-1G)+2 or 2 fl. v.ddcd t.o O .U 4~ 0. J:·o, slopea of 1 on 1 6eO inside of front cover. - MADS IN US A