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DISTANCES FROM SIDE STAKES FOR CROSS-SECTIONING Roadway of any Width Side Slopes 1 1/2 to 1 In the figure above. Opposite 6 under "Cut or Fill" and under .4 read 9:6 the distance from the side stake to the slope stake at right. Opposite 10 under "Cut or Fill" and under .8 read 162, the distance from the side stake to the slope stake at the left. | Cut or | 0 | .1 | .2 | .3 | .4 | .5 | .6 | .7 | .8 | .9 | Cut or | | Fill | | | | | | | | | | | Fill | |---|---|---|---|---|---|---|---|---|---|---|---| | Distance out from Side or Shoulder Stake | | 0 | 0.0 | 0.2 | 0.3 | 0.5 | 0.6 | 0.8 | 0.9 | 1.1 | 1.2 | 1.4 | 0 | | 1 | 1.5 | 1.7 | 1.8 | 2.0 | 2.1 | 2.3 | 2.4 | 2.6 | 2.7 | 2.9 | 1 | | 2 | 3.0 | 3.2 | 3.3 | 3.5 | 3.6 | 3.8 | 3.9 | 4.1 | 4.2 | 4.4 | 2 | | 3 | 4.5 | 4.7 | 4.8 | 5.0 | 5.1 | 5.3 | 5.4 | 5.6 | 5.7 | 5.9 | 3 | | 4 | 6.0 | 6.2 | 6.3 | 6.5 | 6.6 | 6.8 | 6.9 | 7.1 | 7.2 | 7.4 | 4 | | 5 | 7.5 | 7.7 | 7.8 | 8.0 | 8.1 | 8.3 | 8.4 | 8.6 | 8.7 | 8.9 | 5 | | 6 | 9.0 | 9.2 | 9.3 | 9.5 | 9.6 | 9.8 | 9.9 | 10.1 | 10.2 | 10.4 | 6 | | 7 | 10.5 | 10.7 | 10.8 | 11.0 | 11.1 | 11.3 | 11.4 | 11.6 | 11.7 | 11.9 | 7 | | 8 | 12.0 | 12.2 | 12.3 | 12.5 | 12.6 | 12.8 | 12.9 | 13.1 | 13.2 | 13.4 | 8 | | 9 | 13.5 | 13.7 | 13.8 | 14.0 | 14.1 | 14.3 | 14.4 | 14.6 | 14.7 | 14.9 | 9 | | 10 | 15.0 | 15.2 | 15.3 | 15.5 | 15.6 | 15.8 | 15.9 | 16.1 | 16.2 | 16.4 | 10 | | 11 | 16.5 | 16.7 | 16.8 | 17.0 | 17.1 | 17.3 | 17.4 | 17.6 | 17.7 | 17.9 | 11 | | 12 | 18.0 | 18.2 | 18.3 | 18.5 | 18.6 | 18.8 | 18.9 | 19.1 | 19.2 | 19.4 | 12 | | 13 | 19.5 | 19.7 | 19.8 | 20.0 | 20.1 | 20.3 | 20.4 | 20.6 | 20.7 | 20.9 | 13 | | 14 | 21.0 | 21.2 | 21.3 | 21.5 | 21.6 | 21.8 | 21.9 | 22.1 | 22.2 | 22.4 | 14 | | 15 | 22.5 | 22.7 | 22.8 | 23.0 | 23.1 | 23.3 | 23.4 | 23.6 | 23.7 | 23.9 | 15 | | 16 | 24.0 | 24.2 | 24.3 | 24.5 | 24.6 | 24.8 | 24.9 | 25.1 | 25.2 | 25.4 | 16 | | 17 | 25.5 | 25.7 | 25.8 | 26.0 | 26.1 | 26.3 | 26.4 | 26.6 | 26.7 | 26.9 | 17 | | 18 | 27.0 | 27.2 | 27.3 | 27.5 | 27.6 | 27.8 | 27.9 | 28.1 | 28.2 | 28.4 | 18 | | 19 | 28.5 | 28.7 | 28.8 | 29.0 | 29.1 | 29.3 | 29.4 | 29.6 | 29.7 | 29.9 | 19 | | 20 | 30.0 | 30.2 | 30.3 | 30.5 | 30.6 | 30.8 | 30.9 | 31.1 | 31.2 | 31.4 | 20 | | 21 | 31.5 | 31.7 | 31.8 | 32.0 | 32.1 | 32.3 | 32.4 | 32.6 | 32.7 | 32.9 | 21 | | 22 | 33.0 | 33.2 | 33.3 | 33.5 | 33.6 | 33.8 | 33.9 | 34.1 | 34.2 | 34.4 | 22 | | 23 | 34.5 | 34.7 | 34.8 | 35.0 | 35.1 | 35.3 | 35.4 | 35.6 | 35.7 | 35.9 | 23 | | 24 | 36.0 | 36.2 | 36.3 | 36.5 | 36.6 | 36.8 | 36.9 | 37.1 | 37.2 | 37.4 | 24 | | 25 | 37.5 | 37.7 | 37.8 | 38.0 | 38.1 | 38.3 | 38.4 | 38.6 | 38.7 | 38.9 | 25 | | 26 | 39.0 | 39.2 | 39.3 | 39.5 | 39.6 | 39.8 | 39.9 | 40.1 | 40.2 | 40.4 | 26 | | 27 | 40.5 | 40.7 | 40.8 | 41.0 | 41.1 | 41.3 | 41.4 | 41.6 | 41.7 | 41.9 | 27 | | 28 | 42.0 | 42.2 | 42.3 | 42.5 | 42.6 | 42.8 | 42.9 | 43.1 | 43.2 | 43.4 | 28 | | 29 | 43.5 | 43.7 | 43.8 | 44.0 | 44.1 | 44.3 | 44.4 | 44.6 | 44.7 | 44.9 | 29 | | 30 | 45.0 | 45.2 | 45.3 | 45.5 | 45.6 | 45.8 | 45.9 | 46.1 | 46.2 | 46.4 | 30 | | 31 | 46.5 | 46.7 | 46.8 | 47.0 | 47.1 | 47.3 | 47.4 | 47.6 | 47.7 | 47.9 | 31 | | 32 | 48.0 | 48.2 | 48.3 | 48.5 | 48.6 | 48.8 | 48.9 | 49.1 | 49.2 | 49.4 | 32 | | 33 | 49.5 | 49.7 | 49.8 | 50.0 | 50.1 | 50.3 | 50.4 | 50.6 | 50.7 | 50.9 | 33 | | 34 | 51.0 | 51.2 | 51.3 | 51.5 | 51.6 | 51.8 | 51.9 | 52.1 | 52.2 | 52.4 | 34 | | 35 | 52.5 | 52.7 | 52.8 | 53.0 | 53.1 | 53.3 | 53.4 | 53.6 | 53.7 | 53.9 | 35 | | 36 | 54.0 | 54.2 | 54.3 | 54.5 | 54.6 | 54.8 | 54.9 | 55.1 | 55.2 | 55.4 | 36 | | 37 | 55.5 | 55.7 | 55.8 | 56.0 | 56.1 | 56.3 | 56.4 | 56.6 | 56.7 | 56.9 | 37 | | 38 | 57.0 | 57.2 | 57.3 | 57.5 | 57.6 | 57.8 | 57.9 | 58.1 | 58.2 | 58.4 | 38 | | 39 | 58.5 | 58.7 | 58.8 | 59.0 | 59.1 | 59.3 | 59.4 | 59.6 | 59.7 | 59.9 | 39 | | 40 | 60.0 | 60.2 | 60.3 | 60.5 | 60.6 | 60.8 | 60.9 | 61.1 | 61.2 | 61.4 | 40 | EUGENE DIETZON, 30.
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CURVE AND REDUCTION TABLES Published by Eugene Dietzgen Co. P.C. T PI L C PT 1/2 I 1/2 I CURVE FORMULAS 1. Radius : R=50/sin D/2 2. Degree of Curve: D=100*I/L. Also, sin D/2=50/R 3. Tangent : T=R tan 1/2 I. Also, T=T for 1°curve/D + C. 4. Length of Curve: L=100*I/D 5. Long Chord : L. C.=2R sin 1/2 I. 6. Middle Ordinate: M=R (1-cos 1/2 I) 7. External : E=R/(cos 1/2 I) - R. Also, E=T tan 1/4 I. EXPLANATION AND USE OF TABLES Given P.I. Sta. 83+40.7, I=45° 20' and D=6°30' find: Stations-P.C.=P.I.-T. T=T for 1° Curve/D + C. From Tables V and VI T=2392.8/6.5+.197=368.32=3+68.32. Sta. P. C.=83+40.7-(3+68.32)=79+72.38. P.T.=P.C.+L, and L=100*I/D=100*45.33/6.5=697.38 Therefore, P.T.=(79+72.38)+(6+97.38)=86+69.76. Offsets-Tangent offsets vary (approximately) directly with D and with the square of the distance. From Table III Tangent Offset for 100 feet=5.669 feet. Distance =80-Sta. P. C.=27.62. Hence offset=5.66*((27.62)/100)^2=.432 ft. Also, square of any distance, divided by twice the radius equals (approximately) the distance from tangent to curve. Thus (27.62)^2/(2*881.95)=.432 ft. Deflections-Deflection angle=1/2 D for 100 ft., 1/4 D for 50 ft., etc. For "X" ft., Deflection Angle (in minutes)=.3*X*X*D. For Sta. 80 of above curve Deflection Angle =.3*27.62*6.5=53.86'. Also Deflection Angle=dfi. for 1 ft. from Table III *X*=1.95 *27.62=53.86'. For Sta. 181 Deflection Angle=53.86'+(6°30')/2=4° 8.86'. Externals-From Table V for 1° curve, with central angle of 45° 20', E=479.6. Therefore, for 6° 30'curve, E=479.6/6.5 + Correction from Table VI =7.378+.039=7.417. 1
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General Equations and Useful Data Symbol Numerical on Equation Value Area of circle.................... π d² 4 Area of Sector of Circle (Length of arc = l)......................... 1/2 lr Area of Segment of Parabola (app.) (c = chord; m = mid. ord.)...... 2/3 cm Area of Segment of Circle........ 2/3 cm Cubic Feet in 1 Cubic Meter..... 35.3145 Cubic Inches in 1 Imperial Gallon. 277.274 Cubic Inches in 1 U.S. Gallon.... 231 Feet in 1 Meter................... 3.2808 Feet in 1 Mile.................... 5280 Gallons (Imperial) in 1 Cubic Foot. 6.2321 Gallons (U.S.) in 1 Cubic Foot.... 7.48 Miles in 1 Kilometer............. 0.6213 Pounds (Av.) in 1 Kilogram....... π 2.2046 Ratio of Circumference to Diameter 3.14159 Reciprocal of π................... 0.31831 Square Feet in 1 Acre............ 43,560 Volume of Sphere................. 4/3 πr³ Table I.—Minutes in Decimals of a Degree. 1′ .0167 11′ .1833 21′ .3500 31′ .5167 41′ .6833 51′ .8500 2 .0333 12 .2000 22 .3667 32 .5333 42 .7000 52 .8667 3 .0500 13 .2167 23 .3833 33 .5500 43 .7167 53 .8833 4 .0667 14 .2333 24 .4000 34 .5667 44 .7333 54 .9000 5 .0833 15 .2500 25 .4167 35 .5833 45 .7500 55 .9167 6 .1000 16 .2667 26 .4333 36 .6000 46 .7667 56 .9333 7 .1167 17 .2833 27 .4500 37 .6167 47 .7833 57 .9500 8 .1333 18 .3000 28 .4667 38 .6333 48 .8000 58 .9667 9 .1500 19 .3167 29 .4833 39 .6500 49 .8167 59 .9833 10 .1667 20 .3333 30 .5000 40 .6667 50 .8333 60 1 0000 Table II.—Inches in Decimals of a Foot. ⅛ 3⁄₃₂ ¼ ⅝ ½ 5⁄₈ ¾ 7⁄₈ .0052 .0078 .0104 .0156 .0208 .0260 .0313 .0417 .0521 .0625 .0729 1 2 3 4 5 6 7 8 9 10 11 .0833 .1667 .2500 .3333 .4167 .5000 .5833 .6667 .7500 .8333 .9167 2
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Table III.—Radii, Ordinates and Deflections Deg. Radius Mid. Ord. Tan Offset Def. for 1 Foot Deg. Radius Mid. Ord. Tan Offset Def. for 1 Foot 0° 10' 34377.5 .036 .145 .05' 7° 819.02 1.528 6.105 2.10' 20 17158.8 .073 .291 .10 20 781.84 1.600 6.395 2.20 30 11459.2 .109 .436 .15 30 764.49 1.637 6.540 2.25 40 8594.42 .145 .582 .20 40 747.89 1.673 6.685 2.30 50 6875.55 .182 .727 .25 1 5729.65 .218 .873 .30 8 716.78 1.746 6.976 2.40 10 4911.15 .255 1.018 .35 20 688.16 1.819 7.266 2.50 20 4297.28 .291 1.164 .40 30 674.69 1.855 7.411 2.55 30 3819.83 .327 1.309 .45 40 661.74 1.892 7.556 2.60 40 3437.87 .364 1.454 .50 50 3125.36 .400 1.600 .55 2 2864.93 .436 1.745 .60 9 637.28 1.965 7.846 2.70 10 2644.58 .473 1.891 .65 20 614.56 2.037 8.136 2.80 20 2455.70 .509 2.036 .70 30 603.80 2.074 8.281 2.85 30 2292.01 .545 2.181 .75 40 593.42 2.110 8.426 2.90 40 2148.79 .582 2.327 .80 50 2022.41 .618 2.472 .85 3 1910.08 .655 2.618 .90 10 573.69 2.183 8.716 3.00 10 1809.57 .691 2.763 .95 30 546.44 2.292 9.150 3.15 20 1719.12 .727 2.908 1.00 30 1637.28 .764 3.054 1.05 11 521.67 2.402 9.585 3.30 40 1562.88 .800 3.199 1.10 30 499.06 2.511 10.02 3.45 50 1494.95 .836 3.345 1.15 4 1432.69 .873 3.490 1.20 12 478.34 2.620 10.45 3.60 10 1375.40 .909 3.635 1.25 30 450.28 2.730 10.89 3.75 20 1322.53 .945 3.718 1.30 30 1273.57 .982 3.926 1.35 13 441.68 2.839 11.32 3.90 40 1228.11 1.018 4.071 1.40 50 1185.78 1.055 4.217 1.45 14 425.40 2.949 11.75 4.05 15 396.20 3.168 12.62 4.35 5 1146.28 1.091 4.362 1.50 16 383.07 3.277 13.05 4.50 10 1109.33 1.127 4.507 1.55 30 370.78 3.387 13.49 4.65 20 1074.68 1.164 4.653 1.60 30 1042.14 1.200 4.798 1.65 17 359.27 3.496 13.92 4.80 40 1011.51 1.237 4.943 1.70 50 982.64 1.273 5.088 1.75 18 348.45 3.606 14.35 4.95 19 338.27 3.716 14.78 5.10 6 955.37 1.309 5.234 1.80 20 319.62 3.935 15.64 5.40 10 929.57 1.346 5.379 1.85 21 302.94 4.155 16.51 5.70 20 905.13 1.382 5.524 1.90 30 881.95 1.418 5.669 1.95 22 287.94 4.374 17.37 6.00 40 859.92 1.455 5.814 2.00 23 274.37 4.594 18.22 6.30 24 262.04 4.814 19.08 6.60 25 250.79 5.035 19.94 6.90 26 240.49 5.255 20.79 7.20 27 231.01 5.476 21.64 7.50 28 222.27 5.697 22.50 7.80 29 214.18 5.918 23.35 8.10 30 206.68 6.139 24.19 8.40 31 199.70 6.360 25.04 8.70 32 193.18 6.583 25.88 9.00 Note. Chord Deflection=2 times tangent deflection. Table IV.—Deflections for Sub Chords for Short Radius Curves Degree of Curve Radius Deflection Angles for Sub Chords of Various Lengths Length of Arc for 100 Ft. Chord 12.5 Ft. 15 Ft. 20 Ft. 25 Ft. 30° 193.18 1° 51' 2° 17' 2° 58' 3° 43' 101.15 32° 181.39 1° 59' 2° 25' 3° 10' 3° 58' 101.33 34° 171.01 2° 06' 2° 33' 3° 21' 4° 12' 101.48 36° 161.80 2° 13' 2° 41' 3° 33' 4° 26' 101.66 38° 153.58 2° 20' 2° 49' 3° 44' 4° 40' 101.85 40° 146.19 2° 27' 2° 57' 3° 55' 4° 54' 102.06 42° 139.52 2° 34' 3° 05' 4° 07' 5° 08' 102.29 44° 133.47 2° 41' 3° 13' 4° 18' 5° 22' 102.53 46° 127.97 2° 48' 3° 21' 4° 29' 5° 36' 102.76 48° 122.92 2° 55' 3° 29' 4° 40' 5° 50' 103.00 50° 118.31 3° 02' 3° 38' 4° 51' 6° 04' 103.24 52° 114.06 3° 09' 3° 46' 5° 02' 6° 17' 103.54 54° 110.11 3° 16' 3° 54' 5° 13' 6° 31' 103.84 56° 106.50 3° 22' 4° 02' 5° 23' 6° 44' 104.14 58° 103.14 3° 29' 4° 10' 5° 34' 6° 57' 104.43 60° 100.00 3° 35' 4° 18' 5° 44' 7° 11' 104.72
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Table V.—Tangents and Externals to a 1° Curve. Central Angle | Tangent | External | Central Angle | Tangent | External | Central Angle | Tangent | External 1° | 50.00 | .22 | 11° | 551.70 | 26.50 | 21° | 1061.9 | 97.57 10' | 58.34 | .30 | 10 | 560.11 | 27.31 | 10' | 1070.6 | 99.16 20 | 66.67 | .39 | 20 | 568.53 | 28.14 | 20 | 1079.2 | 100.75 30 | 75.01 | .49 | 30 | 576.95 | 28.97 | 30 | 1087.8 | 102.35 40 | 83.34 | .61 | 40 | 585.36 | 29.82 | 40 | 1096.4 | 103.97 50 | 91.68 | .73 | 50 | 593.79 | 30.68 | 50 | 1105.1 | 105.60 2 | 100.01 | .87 | 12 | 602.21 | 31.56 | 22 | 1113.7 | 107.24 10 | 108.35 | 1.02 | 10 | 610.64 | 32.45 | 10 | 1122.4 | 108.90 20 | 116.68 | 1.19 | 20 | 619.07 | 33.35 | 20 | 1131.0 | 110.57 30 | 125.02 | 1.36 | 30 | 627.50 | 34.26 | 30 | 1139.7 | 112.25 40 | 133.36 | 1.55 | 40 | 635.93 | 35.18 | 40 | 1148.4 | 113.95 50 | 141.70 | 1.75 | 50 | 644.37 | 36.12 | 50 | 1157.0 | 115.66 3 | 150.04 | 1.96 | 13 | 652.81 | 37.07 | 23 | 1165.7 | 117.38 10 | 158.38 | 2.19 | 10 | 661.25 | 38.03 | 10 | 1174.4 | 119.12 20 | 166.72 | 2.43 | 20 | 669.70 | 39.01 | 20 | 1183.1 | 120.87 30 | 175.06 | 2.67 | 30 | 678.15 | 39.99 | 30 | 1191.8 | 122.63 40 | 183.40 | 2.93 | 40 | 686.60 | 40.99 | 40 | 1200.5 | 124.41 50 | 191.74 | 3.21 | 50 | 695.06 | 42.00 | 50 | 1209.2 | 126.20 4 | 200.08 | 3.49 | 14 | 703.51 | 43.03 | 24 | 1217.9 | 128.00 10 | 208.43 | 3.79 | 10 | 711.97 | 44.07 | 10 | 1226.6 | 129.82 20 | 216.77 | 4.10 | 20 | 720.44 | 45.12 | 20 | 1235.3 | 131.65 30 | 225.12 | 4.42 | 30 | 728.90 | 46.18 | 30 | 1244.0 | 133.50 40 | 233.47 | 4.76 | 40 | 737.37 | 47.25 | 40 | 1252.8 | 135.35 50 | 241.81 | 5.10 | 50 | 745.85 | 48.34 | 50 | 1261.5 | 137.23 5 | 250.16 | 5.46 | 15 | 754.32 | 49.44 | 25 | 1270.2 | 139.11 10 | 258.51 | 5.83 | 10 | 762.80 | 50.55 | 10 | 1279.0 | 141.01 20 | 266.86 | 6.21 | 20 | 771.29 | 51.68 | 20 | 1287.7 | 142.93 30 | 275.21 | 6.61 | 30 | 779.77 | 52.89 | 30 | 1296.5 | 144.85 40 | 283.57 | 7.01 | 40 | 788.26 | 53.97 | 40 | 1305.3 | 146.79 50 | 291.92 | 7.43 | 50 | 796.75 | 55.13 | 50 | 1314.0 | 148.75 6 | 300.28 | 7.86 | 16 | 805.25 | 56.31 | 26 | 1322.8 | 150.71 10 | 308.64 | 8.31 | 10 | 813.75 | 57.50 | 10 | 1331.6 | 152.69 20 | 316.99 | 8.76 | 20 | 822.25 | 58.70 | 20 | 1340.4 | 154.69 30 | 325.35 | 9.23 | 30 | 830.76 | 59.91 | 30 | 1349.2 | 156.70 40 | 333.71 | 9.71 | 40 | 839.27 | 61.14 | 40 | 1358.0 | 158.72 50 | 342.08 | 10.20 | 50 | 847.78 | 62.38 | 50 | 1366.8 | 160.76 7 | 350.44 | 10.71 | 17 | 856.30 | 63.63 | 27 | 1375.6 | 162.81 10 | 358.81 | 11.22 | 10 | 864.82 | 64.90 | 10 | 1384.4 | 164.86 20 | 367.17 | 11.75 | 20 | 873.35 | 66.18 | 20 | 1393.2 | 166.95 30 | 375.54 | 12.29 | 30 | 881.88 | 67.47 | 30 | 1402.0 | 169.04 40 | 383.91 | 12.85 | 40 | 890.41 | 68.77 | 40 | 1410.9 | 171.15 50 | 392.28 | 13.41 | 50 | 898.95 | 70.09 | 50 | 1419.7 | 173.27 8 | 400.66 | 13.99 | 18 | 907.49 | 71.42 | 28 | 1428.6 | 175.41 10 | 409.03 | 14.58 | 10 | 916.03 | 72.76 | 10 | 1437.4 | 177.55 20 | 417.41 | 15.18 | 20 | 924.58 | 74.12 | 20 | 1446.3 | 179.72 30 | 425.79 | 15.80 | 30 | 933.13 | 75.49 | 30 | 1455.1 | 181.89 40 | 434.17 | 16.43 | 40 | 941.69 | 76.86 | 40 | 1464.0 | 184.08 50 | 442.55 | 17.07 | 50 | 950.25 | 78.26 | 50 | 1472.9 | 186.29 9 | 450.93 | 17.72 | 19 | 958.81 | 79.67 | 29 | 1481.8 | 188.51 10 | 459.32 | 18.38 | 10 | 967.38 | 81.09 | 10 | 1490.7 | 190.74 20 | 467.71 | 19.06 | 20 | 975.96 | 82.53 | 20 | 1499.6 | 192.99 30 | 476.10 | 19.75 | 30 | 984.53 | 83.97 | 30 | 1508.5 | 195.25 40 | 484.49 | 20.45 | 40 | 993.12 | 85.43 | 40 | 1517.4 | 197.53 50 | 492.88 | 21.16 | 50 | 1001.7 | 86.90 | 50 | 1526.3 | 199.82 10 | 501.28 | 21.89 | 20 | 1010.3 | 88.39 | 30 | 1535.3 | 202.12 10 | 509.68 | 22.62 | 10 | 1018.9 | 89.89 | 10 | 1544.2 | 204.44 20 | 518.08 | 23.38 | 20 | 1027.5 | 91.40 | 20 | 1553.1 | 206.77 30 | 526.48 | 24.14 | 30 | 1036.1 | 92.92 | 30 | 1562.1 | 209.12 40 | 534.89 | 24.91 | 40 | 1044.7 | 94.46 | 40 | 1571.0 | 211.48 50 | 543.29 | 25.70 | 50 | 1053.3 | 96.01 | 50 | 1580.0 | 213.86
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Table V.—Tangents and Externals to a 1° Curve. Central Angle Tangent External Central Angle Tangent External Central Angle Tangent External 31° 1589.0 216.3 41° 2142.2 387.4 51° 2732.9 618.4 10' 1598.0 218.7 10 2151.7 390.7 10 2743.1 622.8 20 1606.9 221.1 20 2161.2 394.1 20 2753.4 627.2 30 1615.9 223.5 30 2170.8 397.4 30 2763.7 631.7 40 1624.9 226.0 40 2180.3 400.8 40 2773.9 636.2 50 1633.9 228.4 50 2189.9 404.2 50 2784.2 640.7 32 1643.0 230.9 42 2199.4 407.6 52 2794.5 645.2 10 1652.0 233.4 10 2209.0 411.1 10 2804.9 649.7 20 1661.0 235.9 20 2218.6 414.5 20 2815.2 654.3 30 1670.0 238.4 30 2228.1 418.0 30 2825.6 658.8 40 1679.1 241.0 40 2237.7 421.4 40 2835.9 663.4 50 1688.1 243.5 50 2247.3 425.0 50 2846.3 668.0 33 1697.2 246.1 43 2257.0 428.5 53 2856.7 672.7 10 1706.3 248.7 10 2266.6 432.0 10 2867.1 677.3 20 1715.3 251.3 20 2276.2 435.6 20 2877.5 682.0 30 1724.4 253.9 30 2285.9 439.2 30 2888.0 686.7 40 1733.5 256.5 40 2295.6 442.8 40 2898.4 691.4 50 1742.6 259.1 50 2305.2 446.4 50 2908.9 696.1 34 1751.7 261.8 44 2314.9 450.0 54 2919.4 700.9 10 1760.8 264.5 10 2324.6 453.6 10 2929.9 705.7 20 1770.0 267.2 20 2334.3 457.3 20 2940.4 710.5 30 1779.1 269.9 30 2344.1 461.0 30 2951.0 715.3 40 1788.2 272.6 40 2353.8 464.6 40 2961.5 720.1 50 1797.4 275.3 50 2363.5 468.4 50 2972.1 725.0 35 1806.6 278.1 45 2373.3 472.1 55 2982.7 729.9 10 1815.7 280.8 10 2383.1 475.8 10 2993.3 734.8 20 1824.9 283.6 20 2392.8 479.6 20 3003.9 739.7 30 1834.1 286.4 30 2402.6 483.8 30 3014.5 744.6 40 1843.3 289.2 40 2412.4 487.2 40 3025.2 749.6 50 1852.5 292.0 50 2422.3 491.0 50 3035.8 754.6 36 1861.7 294.9 46 2432.1 494.8 56 3046.5 759.6 10 1870.9 297.7 10 2441.9 498.7 10 3057.2 764.6 20 1880.1 300.6 20 2451.8 502.5 20 3067.9 769.7 30 1889.4 303.5 30 2461.7 506.4 30 3078.7 774.7 40 1898.6 306.4 40 2471.5 510.3 40 3089.4 779.8 50 1907.9 309.3 50 2481.4 514.3 50 3100.2 784.9 37 1917.1 312.2 47 2491.3 518.2 57 3110.9 790.1 10 1926.4 315.2 10 2501.2 522.2 10 3121.7 795.2 20 1935.7 318.1 20 2511.2 526.1 20 3132.6 800.4 30 1945.0 321.1 30 2521.1 530.1 30 3143.4 805.6 40 1954.3 324.1 40 2531.1 534.2 40 3154.2 810.9 50 1963.6 327.1 50 2541.0 538.2 50 3165.1 816.1 38 1972.9 330.2 48 2551.0 542.2 58 3176.0 821.4 10 1982.2 333.2 10 2561.0 546.3 10 3186.9 826.7 20 1991.5 336.3 20 2571.0 550.4 20 3197.8 832.0 30 2000.9 339.3 30 2581.0 554.5 30 3208.8 837.3 40 2010.2 342.4 40 2591.0 558.6 40 3219.7 842.7 50 2019.6 345.5 50 2601.1 562.8 50 3230.7 848.1 39 2029.0 348.6 49 2611.2 566.9 59 3241.7 853.5 10 2038.4 351.8 10 2621.2 571.1 10 3252.7 858.9 20 2047.8 354.9 20 2631.3 575.3 20 3263.7 864.3 30 2057.2 358.1 30 2641.4 579.5 30 3274.8 869.8 40 2066.6 361.3 40 2651.5 583.8 40 3285.8 875.3 50 2076.0 364.5 50 2661.6 588.0 50 3296.9 880.8 40 2085.4 367.7 50 2671.8 592.3 60 3308.0 886.4 10 2094.8 371.0 10 2681.9 596.6 10 3319.1 892.0 20 2104.3 374.2 20 2692.1 600.9 20 3330.3 897.5 30 2113.8 377.5 30 2702.3 605.3 30 3341.4 903.2 40 2123.3 380.8 40 2712.5 609.6 40 3352.6 908.8 50 2132.7 384.1 50 2722.7 614.0 50 3363.8 914.5 5
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Table V.—Tangents and Externals to a 1° Curve. Central Angle Tangent External Central Angle Tangent External Central Angle Tangent External 61° 3375.0 920.2 71° 4086.9 1308.2 81° 4893.6 1805.3 10' 3386.3 925.9 10' 4099.5 1315.6 10' 4908.0 1814.7 20 3397.5 931.6 20 4112.1 1322.9 20 4922.5 1824.1 30 3408.8 937.3 30 4124.8 1330.3 30 4937.0 1833.6 40 3420.1 943.1 40 4137.4 1337.7 40 4951.5 1843.1 50 3431.4 948.9 50 4150.1 1345.1 50 4966.1 1852.6 62 3442.7 954.8 72 4162.8 1352.6 82 4980.7 1862.2 10 3454.1 960.6 10 4175.6 1360.1 10 4995.4 1871.8 20 3465.4 966.5 20 4188.5 1367.6 20 5010.0 1881.5 30 3476.8 972.4 30 4201.2 1375.2 30 5024.8 1891.2 40 3488.3 978.3 40 4214.0 1382.8 40 5039.5 1900.9 50 3499.7 984.3 50 4226.8 1390.4 50 5054.3 1910.7 63 3511.1 990.2 73 4239.7 1398.0 83 5069.2 1920.5 10 3522.6 996.2 10 4252.6 1405.7 10 5084.0 1930.4 20 3534.1 1002.3 20 4265.6 1413.5 20 5099.0 1940.3 30 3545.6 1008.3 30 4278.5 1421.2 30 5113.9 1950.3 40 3557.2 1014.4 40 4291.5 1429.0 40 5128.9 1960.2 50 3568.7 1020.5 50 4304.6 1436.8 50 5143.9 1970.3 64 3580.3 1026.6 74 4317.6 1444.6 84 5159.0 1980.4 10 3591.9 1032.8 10 4330.7 1452.5 10 5174.1 1990.5 20 3603.5 1039.0 20 4343.8 1460.4 20 5189.3 2000.6 30 3615.1 1045.2 30 4356.9 1468.4 30 5204.4 2010.8 40 3626.8 1051.4 40 4370.1 1476.4 40 5219.7 2021.1 50 3638.5 1057.7 50 4383.3 1484.4 50 5234.9 2031.4 65 3650.2 1063.9 75 4396.5 1492.4 85 5250.3 2041.7 10 3661.9 1070.2 10 4409.8 1500.5 10 5265.6 2052.1 20 3673.7 1076.6 20 4423.1 1508.6 20 5281.0 2062.5 30 3685.4 1082.9 30 4436.4 1516.7 30 5296.4 2073.0 40 3697.2 1089.3 40 4449.7 1524.9 40 5311.9 2083.5 50 3709.0 1095.7 50 4463.1 1533.1 50 5327.4 2094.1 66 3720.9 1102.2 76 4476.5 1541.4 86 5343.0 2104.7 10 3732.7 1108.6 10 4489.9 1549.7 10 5358.6 2115.3 20 3744.6 1115.1 20 4503.4 1558.0 20 5374.2 2126.0 30 3756.5 1121.7 30 4516.9 1566.3 30 5389.9 2136.7 40 3768.5 1128.2 40 4530.4 1574.7 40 5405.6 2147.5 50 3780.4 1134.8 50 4544.0 1583.1 50 5421.4 2158.4 67 3792.4 1141.4 77 4557.6 1591.6 87 5437.2 2169.2 10 3804.4 1148.0 10 4571.2 1600.1 10 5453.1 2180.2 20 3816.4 1154.7 20 4584.8 1608.6 20 5469.0 2191.1 30 3828.4 1161.3 30 4598.5 1617.1 30 5484.9 2202.2 40 3840.5 1168.1 40 4612.2 1625.7 40 5500.9 2213.2 50 3852.6 1174.8 50 4626.0 1634.4 50 5517.0 2224.3 68 3864.7 1181.6 78 4639.8 1643.0 88 5533.1 2235.5 10 3876.8 1188.4 10 4653.6 1651.7 10 5549.2 2246.7 20 3889.0 1195.2 20 4667.4 1660.5 20 5565.4 2258.0 30 3901.2 1202.0 30 4681.3 1669.2 30 5581.6 2269.3 40 3913.4 1208.9 40 4695.2 1678.1 40 5597.8 2280.6 50 3925.6 1215.8 50 4709.2 1686.9 50 5614.2 2292.0 69 3937.9 1222.7 79 4723.2 1695.8 89 5630.5 2303.5 10 3950.2 1229.7 10 4737.2 1704.7 10 5646.9 2315.0 20 3962.5 1236.7 20 4751.2 1713.7 20 5663.4 2326.6 30 3974.8 1243.7 30 4765.3 1722.7 30 5679.9 2338.2 40 3987.2 1250.8 40 4779.4 1731.7 40 5696.4 2349.8 50 3999.5 1257.9 50 4793.6 1740.8 50 5713.0 2361.5 70 4011.9 1265.0 80 4807.7 1749.9 90 5729.7 2373.3 10 4024.4 1272.1 10 4822.0 1759.0 10 5746.3 2385.1 20 4036.8 1279.3 20 4836.2 1768.2 20 5763.1 2397.0 30 4049.3 1286.5 30 4850.5 1777.4 30 5779.9 2408.9 40 4061.8 1293.6 40 4864.8 1786.7 40 5796.7 2420.9 50 4074.4 1300.9 50 4879.2 1796.0 50 5813.6 2432.9 6
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Table V.—Tangents and Externals to a 1° Curve. Central Angle Tangent External Central Angle Tangent External Central Angle Tangent External 91° 5830.5 2444.9 101° 6950.6 3278.1 111° 8336.7 4386.1 10' 5847.5 2457.1 10' 6971.3 3294.1 10' 8362.7 4407.6 20 5864.6 2469.3 20 6992.0 3310.1 20 8388.9 4429.2 30 5881.7 2481.5 30 7012.7 3326.1 30 8415.1 4450.9 40 5898.8 2493.8 40 7033.6 3342.3 40 8441.5 4472.7 50 5916.0 2506.1 50 7054.5 3358.5 50 8468.0 4494.6 92 5933.2 2518.5 102 7075.5 3374.9 112 8494.6 4516.6 10 5950.5 2531.0 10 7096.6 3391.2 10 8521.3 4538.8 20 5967.9 2543.5 20 7117.8 3407.7 20 8548.1 4561.1 30 5985.3 2556.0 30 7139.0 3424.3 30 8575.0 4583.4 40 6002.7 2568.6 40 7160.3 3440.9 40 8602.1 4606.0 50 6020.2 2581.3 50 7181.7 3457.6 50 8629.3 4628.6 93 6037.8 2594.0 103 7203.2 3474.4 113 8656.6 4651.3 10 6055 4 2606.8 10 7224.7 3491.3 10 8684.0 4674.2 20 6073.1 2619.7 20 7246.3 3508.2 20 8711.5 4697.2 30 6090.8 2632.6 30 7268.0 3525.2 30 8739.2 4720.3 40 6108.6 2645.5 40 7289.8 3542.4 40 8767.0 4743.6 50 6126.4 2658.5 50 7311.7 3559.6 50 8794.9 4766.9 94 6144.3 2671.6 104 7333.6 3576.8 114 8822.9 4790.4 10 6162.6 2684.7 10 7355.6 3594.2 10 8851.0 4814.1 20 6180.2 2697.9 20 7377.8 3611.7 20 8879.3 4837.8 30 6198.3 2711.2 30 7399.9 3629.2 30 8907.7 4861.7 40 6216.4 2724.5 40 7422.2 3646.8 40 8936.3 4885.7 50 6234.6 2737.9 50 7444.6 3664.5 50 8965.0 4909.9 95 6252.8 2751.3 105 7467.0 3682.3 115 8993.8 4934.1 10 6271.1 2764.8 10 7489.6 3700.2 10 9022.7 4958.6 20 6289.4 2778.3 20 7512.2 3718.2 20 9051.7 4983.1 30 6307.9 2792.0 30 7534.9 3736.2 30 9080.9 5007.8 40 6326.3 2805.6 40 7557.7 3754.4 40 9110.3 5032.6 50 6344.8 2819.4 50 7580.5 3772.6 50 9139.8 5057.6 96 6363.4 2833.2 106 7603.5 3791.0 116 9169.4 5082.7 10 6382.1 2847.0 10 7626.6 3809.4 10 9199.1 5107.9 20 6400.8 2861.0 20 7649.7 3827.9 20 9229.0 5133.3 30 6419.5 2875.0 30 7672.9 3846.5 30 9259.0 5158.8 40 6438.4 2889.0 40 7696.3 3865.2 40 9289.2 5184.5 50 6457.3 2903.1 50 7719.7 3884.0 50 9319.5 5210.3 97 6476.2 2917.3 107 7743.2 3902.9 117 9349.9 5236.2 10 6495.2 2931.6 10 7766.8 3921.9 10 9380.5 5262.3 20 6514.3 2945.9 20 7790.5 3940.9 20 9411.3 5288.6 30 6533.4 2960.3 30 7814.3 3960.1 30 9442.2 5315.0 40 6552.6 2974.7 40 7838.1 3979.4 40 9473.2 5341.5 50 6571.9 2989.2 50 7862.1 3998.7 50 9504.4 5368.2 98 6591.2 3003.8 108 7886.2 4018.2 118 9535.7 5395.1 10 6610.6 3018.4 10 7910.4 4037.8 10 9567.2 5422.1 20 6630.1 3033.1 20 7934.6 4057.4 20 9598.9 5449.2 30 6649.6 3047.9 30 7959.0 4077.2 30 9630.7 5476.5 40 6669.2 3062.8 40 7983.5 4097.1 40 9662.6 5504.0 50 6688.8 3077.7 50 8008.0 4117.0 50 9694.7 5531.7 99 6708.6 3092.7 109 8032.7 4137.1 119 9727.0 5559.4 10 6728.4 3107.7 10 8057.4 4157.3 10 9759.4 5587.4 20 6748.2 3122.9 20 8082.3 4177.5 20 9792.0 5615.5 30 6768.1 3138.1 30 8107.3 4197.9 30 9824.8 5643.8 40 6788.1 3153.3 40 8132.3 4218.4 40 9857.7 5672.3 50 6808.2 3168.7 50 8157.5 4239.0 50 9890.8 5700.9 100 6828.3 3184.1 110 8182.8 4259.7 120 9924 0 5729.7 10 6848.5 3199.6 10 8208.2 4280.5 10 9957.5 5758.6 20 6868.8 3215.1 20 8233.7 4301.4 20 9991.0 5787.7 30 6889.2 3230.8 30 8259.3 4322.4 30 10025.0 5817.0 40 6909.6 3246.5 40 8285.0 4343.6 40 10059.0 5846.5 50 6930.1 3262.3 50 8310.8 4364.8 50 10093.0 5876.1 7
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Table VI.—Corrections for Tangents and Externals. These corrections are to be added to the approximate values, found by dividing the tangent, or external, for a 1° curve (Table IV) by the degree of curve, in order to obtain the true tangents, or externals. Intermediate values may be obtained by interpolation. FOR TANGENTS ADD CENTRAL ANGLE DEGREE OF CURVE 5° 10° 15° 20° 25° 30° 35° 40° 45° 50° 55° 60° 65° 70° 10° .03 .06 .09 .13 .16 .19 .22 .25 .28 .31 .34 .38 .42 .46 15° .04 .10 .14 .19 .24 .29 .34 .39 .45 .51 .53 .58 .63 .68 20° .06 .13 .19 .26 .32 .39 .45 .51 .58 .65 .72 .79 .84 .90 25° .08 .16 .24 .33 .40 .49 .58 .67 .75 .83 .90 .99 1.06 1.14 30° .10 .19 .29 .39 .49 .59 .69 .79 .89 .99 1.09 1.20 1.29 1.39 35° .11 .22 .34 .47 .58 .69 .70 .81 .92 1.04 1.29 1.42 1.54 1.66 40° .13 .26 .40 .53 .67 .80 .93 1.06 1.20 1.34 1.49 1.64 1.79 1.94 45° .15 .30 .44 .60 .76 .91 1.06 1.21 1.37 1.52 1.70 1.87 2.04 2.21 50° .17 .34 .51 .68 .85 1.02 1.19 1.36 1.54 1.72 1.91 2.10 2.29 2.48 55° .19 .38 .57 .76 .95 1.14 1.32 1.52 1.72 1.92 2.14 2.35 2.56 2.77 60° .21 .42 .63 .84 1.05 1.27 1.49 1.71 1.94 2.17 2.38 2.60 2.83 3.07 65° .23 .46 .69 .93 1.16 1.40 1.64 1.88 2.13 2.38 2.63 2.88 3.13 3.39 70° .25 .51 .76 1.02 1.28 1.54 1.80 2.06 2.33 2.60 2.88 3.16 3.44 3.72 75° .27 .56 .83 1.12 1.40 1.69 1.98 2.27 2.57 2.87 3.16 3.47 3.78 4.09 80° .30 .61 .91 1.22 1.53 1.84 2.15 2.46 2.78 3.10 3.44 3.78 4.12 4.46 85° .33 .66 1.00 1.33 1.68 2.02 2.36 2.70 3.05 3.40 3.77 4.14 4.55 4.89 90° .36 .72 1.09 1.45 1.83 2.20 2.57 2.94 3.32 3.70 4.10 4.50 4.91 5.32 95° .39 .79 1.19 1.55 2.00 2.40 2.80 3.20 3.61 4.02 4.40 4.98 5.38 5.83 100° .43 .86 1.30 1.74 2.18 2.62 3.06 3.50 3.95 4.40 4.88 5.37 5.85 6.34 110° .51 1.03 1.56 2.08 2.61 3.14 3.67 4.21 4.76 5.31 5.86 6.43 7.01 7.60 120° .62 1.25 1.93 2.52 3.16 3.81 4.45 5.11 5.77 6.44 7.12 7.80 8.50 9.22 FOR EXTERNALS ADD CENTRAL ANGLE DEGREE OF CURVE 5° 10° 15° 20° 25° 30° 35° 40° 45° 50° 55° 60° 65° 70° 10° .001 .003 .004 .006 .007 .008 .009 .011 .012 .014 .015 .017 .018 .020 15° .003 .007 .010 .014 .018 .023 .027 .029 .032 .035 .039 .043 .047 .051 20° .006 .011 .017 .022 .028 .034 .038 .045 .051 .057 .063 .070 .076 .083 25° .009 .018 .027 .036 .046 .056 .065 .074 .083 .093 .106 .120 .127 .135 30° .013 .025 .038 .051 .065 .078 .090 .103 .116 .129 .149 .170 .179 .188 35° .018 .035 .054 .072 .086 .109 .131 .153 .175 .197 .213 .230 .247 .264 40° .023 .046 .070 .093 .117 .141 .172 .203 .234 .265 .277 .290 .315 .341 45° .030 .060 .093 .119 .153 .184 .216 .254 .289 .325 .351 .378 .411 .445 50° .037 .075 .116 .151 .189 .227 .266 .305 .345 .384 .425 .467 .508 .550 55° .046 .093 .142 .188 .236 .283 .332 .381 .420 .479 .530 .582 .641 .700 60° .056 .112 .168 .225 .283 .340 .398 .457 .516 .575 .636 .697 .774 .851 65° .067 .135 .204 .273 .343 .412 .483 .554 .625 .697 .711 .845 .922 1.01 70° .080 .159 .240 .321 .403 .485 .568 .652 .735 .819 .906 .994 1.08 1.17 75° .095 .182 .286 .383 .480 .578 .678 .777 .877 .977 1.07 1.18 1.29 1.39 80° .110 .220 .332 .445 .558 .671 .787 .903 1.02 1.13 1.25 1.38 1.50 1.62 85° .128 .259 .391 .524 .657 .790 .926 1.06 1.20 1.34 1.47 1.62 1.76 1.91 90° .149 .299 .450 .603 .756 .910 1.07 1.22 1.38 1.54 1.70 1.87 2.03 2.20 95° .174 .350 .522 .706 .985 1.06 1.25 1.43 1.62 1.80 1.99 2.18 2.38 2.53 100° .200 .401 .604 .809 1.01 1.22 1.43 1.64 1.85 2.06 2.28 2.50 2.73 2.96 110° .268 .536 .806 1.08 1.35 1.63 1.91 2.20 2.48 2.76 3.05 3.35 3.66 3.96 120° .360 .721 1.08 1.45 1.82 2.19 2.57 2.95 3.33 3.72 4.11 4.50 4.91 5.32 8
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Table VII.—Corrections for Sub-Chords and Long Chords. FOR SUB-CHORDS ADD Excess of arc per 100 ft. LONG CHORDS D 10 20 30 40 50 60 70 80 90 D 200 300 400 500 4° .00 .00 .01 .01 .01 .01 .01 .00 .02 1 199.99 299.97 399.92 499.85 6 .00 .01 .01 .02 .02 .02 .02 .01 .01 .05 2 199.97 299.88 399.70 499.39 8 .01 .02 .02 .03 .03 .03 .03 .02 .01 .08 3 199.93 299.73 399.32 498.63 10 .01 .02 .03 .04 .05 .05 .05 .04 .02 .13 4 199.88 299.51 398.78 497.57 12 .02 .04 .05 .06 .07 .07 .07 .05 .03 .18 5 199.81 299.24 398.10 496.20 14 .02 .05 .07 .08 .09 .10 .09 .07 .04 .25 6 199.73 298.90 397.26 494.53 16 .03 .06 .09 .11 .12 .12 .12 .09 .05 .33 7 199.63 298.51 396.28 492.57 18 .04 .08 .11 .14 .15 .16 .15 .12 .07 .41 8 199.51 298.05 395.14 490.31 20 .05 .10 .14 .17 .19 .20 .18 .15 .09 .51 9 199.38 297.54 393.86 487.75 22 .06 .12 .17 .21 .23 .24 .22 .18 .10 .62 10 199.24 296.96 392.42 484.90 24 .07 .14 .20 .25 .28 .28 .26 .21 .12 .74 12 198.90 295.63 389.12 478.34 26 .09 .17 .24 .29 .32 .33 .31 .25 .15 .86 14 198.51 294.06 385.22 470.65 28 .10 .19 .27 .34 .37 .38 .36 .29 .17 1.00 16 198.05 292.25 380.76 461.82 30 .11 .22 .31 .39 .43 .44 .41 .33 .19 1.15 18 197.54 290.21 375.74 452.02 32 .13 .25 .36 .44 .49 .50 .47 .38 .22 1.31 20 196.90 287.94 370.17 441.15 34 .15 .28 .40 .50 .55 .57 .53 .43 .25 1.48 22 196.32 285.44 364.06 429.30 36 .17 .32 .45 .56 .62 .64 .59 .48 .28 1.66 24 195.63 282.71 357.43 416.53 38 .18 .36 .51 .62 .70 .71 .66 .53 .31 1.86 26 194.87 279.76 350.30 402.89 40 .21 .40 .56 .69 .77 .79 .73 .59 .35 2.06 28 194.06 276.59 342.69 388.42 42 .23 .44 .62 .76 .85 .87 .81 .65 .38 2.28 30 193.18 273.20 334.61 373.20 44 .25 .48 .68 .84 .94 .96 .89 .72 .42 2.50 32 192.25 269.61 326.08 357.28 46 .27 .52 .75 .92 1.02 1.05 .98 .78 .46 2.74 34 191.26 265.81 317.12 340.73 48 .30 .57 .81 1.00 1.12 1.14 1.06 .86 .50 2.99 36 190.21 261.80 307.77 323.61 50 .32 .62 .89 1.09 1.21 1.24 1.15 .93 .55 3.24 38 189.10 257.60 298.03 305.99 52 .35 .67 .96 1.18 1.31 1.35 1.25 1.01 .59 3.52 40 187.94 253.21 287.94 287.94 54 .38 .73 1.04 1.28 1.42 1.46 1.35 1.09 .64 3.80 42 186.72 248.63 277.51 269.54 56 .41 .78 1.12 1.38 1.53 1.57 1.46 1.17 .69 4.09 44 185.44 243.87 266.78 250.85 58 .44 .84 1.20 1.48 1.65 1.69 1.57 1.20 .74 4.40 46 184.10 239.93 255.78 231.95 60 .47 .91 1.29 1.59 1.76 1.81 1.68 1.35 .80 4.72 48 182.71 233.83 244.51 212.92 NOTE.—When a chord of less than 100 ft. is used the corrections given in the above table should be added to the nominal length of chord to get the length which should be used in order that the 100 ft. points will check with those obtained by using the standard 100 ft. chord. Thus in locating a 14° curve by 25 ft. chords measure 25'.06 for each chord. Long chords are useful in passing obstacles. Table VIII.—Middle Ordinates for Rails in Feet. LENGTH OF RAILS Deg. of Curve 32 30 28 26 24 22 20 Deg. of Curve 32 30 28 26 24 22 20 1° .022 .020 .016 .013 .011 .009 .008 16° .356 .313 .273 .236 .200 .170 .139 2 .045 .038 .034 .029 .025 .021 .017 17 .378 .333 .290 .252 .213 .180 .148 3 .067 .058 .051 .044 .037 .031 .026 18 .400 .351 .306 .265 .225 .190 .156 4 .089 .079 .069 .060 .050 .042 .035 19 .423 .371 .324 .280 .238 .201 .165 5 .112 .099 .086 .074 .063 .053 .044 20 .445 .392 .341 .296 .250 .212 .174 6 .134 .117 .102 .088 .076 .064 .052 21 .466 .410 .357 .309 .262 .222 .182 7 .156 .137 .120 .104 .088 .074 .061 22 .487 .430 .375 .325 .275 .233 .191 8 .179 .158 .137 .119 .100 .085 .070 23 .509 .450 .390 .338 .287 .243 .199 9 .201 .175 .153 .133 .112 .095 .078 24 .531 .469 .408 .354 .299 .253 .208 10 .223 .196 .171 .148 .125 .106 .087 25 .552 .486 .424 .367 .311 .263 .216 11 .245 .216 .188 .163 .139 .117 .096 26 .573 .506 .441 .382 .323 .274 .225 12 .268 .236 .206 .179 .151 .128 .105 27 .594 .524 .457 .396 .335 .284 .233 13 .290 .254 .222 .192 .163 .138 .113 28 .618 .545 .475 .411 .348 .294 .242 14 .312 .275 .239 .207 .175 .148 .122 29 .638 .564 .491 .424 .361 .303 .250 15 .334 .295 .257 .223 .188 .159 .131 30 .660 .583 .508 .438 .374 .313 .259 9
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TRIGONOMETRIC FORMULAE B a A c C Right Triangle b BC B Oblique Triangles Solution of Right Triangles For Angle A. sin = a/c, cos = b/c, tan = a/b, cot = b/a, sec = c/b, cosec = c/a Given Required a, b A, B, c tan A = a/b = cot B, c = sqrt(a^2 + b^2) = a sqrt(1 + b^2/a^2) a, c A, B, b sin A = a/c = cos B, b = sqrt((c+a)(c-a)) = c sqrt(1 - a^2/c^2) A, a B, b, c B = 90° - A, b = a cot A, c = a/sin A. A, b B, a, c B = 90° - A, a = b tan A, c = b/cos A. A, c B, a, b B = 90° - A, a = c sin A, b = c cos A. Solution of Oblique Triangles Given Required A, B, a b, c, C b = (a sin B)/sin A, C = 180° - (A+B), c = (a sin C)/sin A A, a, b B, c, C sin B = (b sin A)/a, C = 180° - (A+B), c = (a sin C)/sin A a, b, C A, B, c A + B = 180° - C, tan(1/2(A-B)) = ((a-b) tan(1/2(A+B)))/(a+b) c = (a sin C)/sin A a, b, c A, B, C s = (a+b+c)/2, sin(1/2 A) = sqrt(((s-b)(s-c))/(bc)), sin(1/2 B) = sqrt(((s-a)(s-c))/(ac)), C = 180° - (A+B) a, b, c Area s = (a+b+c)/2, area = sqrt(s(s-a)(s-b)(s-c)) A, b, c Area area = (bc sin A)/2 A, B, C, a Area area = (a^2 sin B sin C)/(2 sin A) REDUCTION TO HORIZONTAL Horizontal distance = slope distance multiplied by the cosine of the vertical angle. Thus, for a slope distance of 403.6 ft. and a vertical angle of 4° 40'—the cosine of 4° 40', taken from a table of natural trigonometrical functions, = .9967, and horizontal distance = 403.6 x .9967 = 402.27 ft. Horizontal distance also= Slope distance minus slope distance times (1 - cosine of vertical angle). Using the same figures as in the preceding example - Cos. 4° 40' = .9967, 1 - .9967 = .0033, 403.6 x .0033 = 1.33 ft. Horizontal dist. = 403.6 - 1.33 = 402.27 ft. When the rise is known, the horizontal distance may be found by the following approximate rule:— the slope distance less the square of the rise divided by twice the slope distance. Thus, for a slope distance of 372.5 ft., and a rise of 15 ft. the horizontal distance = Slope distance Vert. Angle Rise Horizontal distance 10
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Table IX.—Natural Trigonometrical Functions. Angle Sin Tan Cot Cos Angle Sin Tan Cot Cos 0 0 0 00 1 90 8 .1392 .1405 7.115 .99027 82 10 .0029 .0029 343.8 I 50 10 .1421 .1435 6.968 .98986 50 20 .0058 .0058 171.9 .99998 40 20 .1449 .1465 6.827 .98944 40 30 .0087 .0087 114.6 .99996 30 30 .1478 .1495 6.691 .98902 30 40 .0116 .0116 85.94 .99993 20 40 .1507 .1524 6.561 .98858 20 50 .0145 .0145 68.75 .99989 10 50 .1536 .1554 6.435 .98814 10 1 .0175 .0175 57.29 .99985 89 9 .1564 .1584 6.314 .98769 81 10 .0204 .0204 49.10 .99979 50 10 .1593 .1614 6.197 .98723 50 20 .0233 .0233 42.96 .99973 40 20 .1622 .1644 6.084 .98676 40 30 .0262 .0262 38.19 .99966 30 30 .1650 .1673 5.976 .98629 30 40 .0291 .0291 34.37 .99958 20 40 .1679 .1703 5.871 .98580 20 50 .0320 .0320 31.24 .99949 10 50 .1708 .1733 5.769 .98531 10 2 .0349 .0349 28.64 .99939 88 10 .1736 .1763 5.671 .98481 80 10 .0378 .0378 26.43 .99929 50 10 .1765 .1793 5.576 .98430 50 20 .0407 .0407 24.54 .99917 40 20 .1794 .1823 5.485 .98378 40 30 .0436 .0437 22.90 .99905 30 30 .1822 .1853 5.396 .98325 30 40 .0465 .0466 21.47 .99892 20 40 .1851 .1883 5.309 .98272 20 50 .0494 .0495 20.21 .99878 10 50 .1880 .1914 5.226 .98218 10 3 .0523 .0524 19.08 .99863 87 11 .1908 .1944 5.145 .98163 79 10 .0552 .0553 18.07 .99847 50 10 .1937 .1974 5.066 .98107 50 20 .0581 .0582 17.17 .99831 40 20 .1965 .2004 4.989 .98050 40 30 .0610 .0612 16.35 .99813 30 30 .1994 .2035 4.915 .97992 30 40 .0640 .0641 15.60 .99795 20 40 .2022 .2065 4.843 .97934 20 50 .0669 .0670 14.92 .99776 10 50 .2051 .2095 4.773 .97875 10 4 .0698 .0699 14.30 .99756 86 12 .2079 .2126 4.705 .97815 78 10 .0727 .0729 13.73 .99736 50 10 .2108 .2156 4.638 .97754 50 20 .0756 .0758 13.20 .99714 40 20 .2136 .2186 4.574 .97692 40 30 .0785 .0787 12.71 .99692 30 30 .2164 .2217 4.511 .97630 30 40 .0814 .0816 12.25 .99668 20 40 .2193 .2247 4.449 .97566 20 50 .0843 .0846 11.83 .99644 10 50 .2221 .2278 4.390 .97502 10 5 .0872 .0875 11.43 .99619 85 13 .2250 .2309 4.331 .97437 77 10 .0901 .0904 11.06 .99594 50 10 .2278 .2339 4.275 .97371 50 20 .0929 .0934 10.71 .99567 40 20 .2306 .2370 4.219 .97304 40 30 .0958 .0963 10.39 .99540 30 30 .2334 .2401 4.165 .97237 30 40 .0987 .0992 10.08 .99511 20 40 .2363 .2432 4.113 .97169 20 50 .1016 .1022 9.788 .99482 10 50 .2391 .2462 4.061 .97100 10 6 .1045 .1051 9.514 .99452 84 14 .2419 .2493 4.011 .97030 76 10 .1074 .1080 9.255 .99421 50 10 .2447 .2524 3.962 .96959 50 20 .1103 .1110 9.010 .99390 40 20 .2476 .2555 3.914 .96887 40 30 .1132 .1139 8.777 .99357 30 30 .2504 .2586 3.867 .96815 30 40 .1161 .1169 8.556 .99324 20 40 .2532 .2617 3.821 .96742 20 50 .1190 .1198 8.345 .99290 10 50 .2560 .2648 3.776 .96667 10 7 .1219 .1228 8.144 .99255 83 15 .2588 .2679 3.732 .96593 75 10 .1248 .1257 7.953 .99219 50 10 .2616 .2711 3.689 .96517 50 20 .1276 .1287 7.770 .99182 40 20 .2644 .2742 3.647 .96440 40 30 .1305 .1317 7.596 .99144 30 30 .2672 .2773 3.606 .96363 30 40 .1334 .1346 7.429 .99106 20 40 .2700 .2805 3.566 .96285 20 50 .1363 .1376 7.269 .99067 10 50 .2728 .2836 3.526 .96206 10 Cos Cot Tan Sin Angle Cos Cot Tan Sin Angle 11
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Table IX.—Natural Trigonometrical Functions. Angle Sin Tan Cot Cos Angle Sin Tan. Cot Cos 16 .2756 .2867 3.487 .96126 74 24 .4067 .4452 2.246 .91355 66 10 .2784 .2899 3.450 .96046 50 10 .4094 .4487 2.229 .91236 50 20 .2812 .2931 3.412 .95964 40 20 .4120 .4522 2.211 .91116 40 30 .2840 .2962 3.376 .95882 30 30 .4147 .4557 2.194 .90996 30 40 .2868 .2994 3.340 .95799 20 40 .4173 .4592 2.177 .90875 20 50 .2896 .3026 3.305 .95715 10 50 .4200 .4628 2.161 .90753 10 17 .2924 .3057 3.271 .95630 73 25 .4226 .4663 2.145 .90631 65 10 .2952 .3089 3.237 .95545 50 10 .4253 .4699 2.128 .90507 50 20 .2979 .3121 3.204 .95459 40 20 .4279 .4734 2.112 .90383 40 30 .3007 .3153 3.172 .95372 30 30 .4305 .4770 2.097 .90259 30 40 .3035 .3185 3.140 .95284 20 40 .4331 .4806 2.081 .90133 20 50 .3062 .3217 3.108 .95195 10 50 .4358 .4841 2.066 .90007 10 18 .3090 .3249 3.078 .95106 72 26 .4384 .4877 2.050 .89879 64 10 .3118 .3281 3.048 .95015 50 10 .4410 .4913 2.035 .89752 50 20 .3145 .3314 3.018 .94924 40 20 .4436 .4950 2.020 .89623 40 30 .3173 .3346 2.989 .94832 30 30 .4462 .4986 2.006 .89493 30 40 .3201 .3378 2.960 .94740 20 40 .4488 .5022 1.991 .89363 20 50 .3228 .3411 2.932 .94646 10 50 .4514 .5059 1.977 .89232 10 19 .3256 .3443 2.904 .94552 71 27 .4540 .5095 1.963 .89101 63 10 .3283 .3476 2.877 .94457 50 10 .4566 .5132 1.949 .88968 50 20 .3311 .3508 2.850 .94361 40 20 .4592 .5169 1.935 .88835 40 30 .3338 .3541 2.824 .94264 30 30 .4617 .5206 1.921 .88701 30 40 .3365 .3574 2.798 .94167 20 40 .4643 .5243 1.907 .88566 20 50 .3393 .3607 2.773 .94068 10 50 .4669 .5280 1.894 .88431 10 20 .3420 .3640 2.747 .93969 70 28 .4695 .5317 1.881 .88295 62 10 .3448 .3673 2.723 .93869 50 10 .4720 .5354 1.868 .88158 50 20 .3475 .3706 2.699 .93769 40 20 .4746 .5392 1.855 .88020 40 30 .3502 .3739 2.675 .93667 30 30 .4772 .5430 1.842 .87882 30 40 .3529 .3772 2.651 .93565 20 40 .4797 .5467 1.829 .87743 20 50 .3557 .3805 2.628 .93462 10 50 .4823 .5505 1.816 .87603 10 21 .3584 .3839 2.605 .93358 69 29 .4848 .5543 1.804 .87462 61 10 .3611 .3872 2.583 .93253 50 10 .4874 .5581 1.792 .87321 50 20 .3638 .3906 2.560 .93148 40 20 .4899 .5619 1.780 .87178 40 30 .3665 .3939 2.539 .93042 30 30 .4924 .5658 1.767 .87036 30 40 .3692 .3973 2.517 .92935 20 40 .4950 .5696 1.756 .86892 20 50 .3719 .4006 2.496 .92827 10 50 .4975 .5735 1.744 .86748 10 22 .3746 .4040 2.475 .92718 68 30 .5000 .5774 1.732 .86603 60 10 .3773 .4074 2.455 .92609 50 10 .5025 .5812 1.720 .86457 50 20 .3800 .4108 2.434 .92499 40 20 .5050 .5851 1.709 .86310 40 30 .3827 .4142 2.414 .92388 30 30 .5075 .5890 1.698 .86163 30 40 .3854 .4176 2.394 .92276 20 40 .5100 .5930 1.686 .86015 20 50 .3881 .4210 2.375 .92164 10 50 .5125 .5969 1.675 .85866 10 23 .3907 .4245 2.356 .92050 67 31 .5150 .6009 1.664 .85717 59 10 .3934 .4279 2.337 .91936 50 10 .5175 .6048 1.653 .85567 50 20 .3961 .4314 2.318 .91822 40 20 .5200 .6088 1.643 .85416 40 30 .3987 .4348 2.300 .91706 30 30 .5225 .6128 1.632 .85264 30 40 .4014 .4383 2.282 .91590 20 40 .5250 .6168 1.621 .85112 20 50 .4041 .4417 2.264 .91472 10 50 .5275 .6208 1.611 .84959 10 66 Cos Cot Tan. Sin Angle Cos Cot Tan. Sin Angle 12
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Table IX.—Natural Trigonometrical Functions. Angle Sin Tan Cot Cos Angle Sin Tan Cot Cos 32 .5299 .6249 1.600 .84805 58 30 .6225 .7954 1.257 .78261 30 10 .5324 .6289 1.590 .84650 50 40 .6248 .8002 1.250 .78079 20 20 .5348 .6330 1.580 .84495 40 50 .6271 .8050 1.242 .77897 10 30 .5373 .6371 1.570 .84339 30 40 .5398 .6412 1.560 .84182 20 50 .5422 .6453 1.550 .84025 10 33 .5446 .6494 1.540 .83867 57 10 .6293 .8098 1.235 .77715 51 10 .5471 .6536 1.530 .83708 50 20 .6316 .8146 1.228 .77531 50 20 .5495 .6577 1.520 .83549 40 30 .6338 .8195 1.220 .77347 40 30 .5519 .6619 1.511 .83389 30 40 .6361 .8243 1.213 .77162 30 40 .5544 .6661 1.501 .83228 20 50 .6383 .8292 1.206 .76977 20 50 .5568 .6703 1.492 .83066 10 50 .6406 .8342 1.199 .76791 10 34 .5592 .6745 1.483 .82904 56 10 .6428 .8391 1.192 .76604 50 10 .5616 .6787 1.473 .82741 50 20 .6450 .8441 1.185 .76417 50 20 .5640 .6830 1.464 .82577 40 30 .6472 .8491 1.178 .76229 40 30 .5664 .6873 1.455 .82413 30 40 .6494 .8541 1.171 .76041 30 40 .5688 .6916 1.446 .82248 20 50 .6517 .8591 1.164 .75851 20 50 .5712 .6959 1.437 .82082 10 50 .6539 .8642 1.157 .75661 10 35 .5736 .7002 1.428 .81915 55 10 .6561 .8693 1.150 .75471 49 10 .5760 .7046 1.419 .81748 50 20 .6583 .8744 1.144 .75280 50 20 .5783 .7089 1.411 .81580 40 30 .6604 .8796 1.137 .75088 40 30 .5807 .7133 1.402 .81412 30 40 .6626 .8847 1.130 .74896 30 40 .5831 .7177 1.393 .81242 20 50 .6648 .8899 1.124 .74703 20 50 .5854 .7221 1.385 .81072 10 50 .6670 .8952 1.117 .74509 10 36 .5878 .7265 1.376 .80902 54 10 .6691 .9004 1.111 .74314 48 10 .5901 .7310 1.368 .80730 50 20 .6713 .9057 1.104 .74120 50 20 .5925 .7355 1.360 .80558 40 30 .6734 .9110 1.098 .73924 40 30 .5948 .7400 1.351 .80386 30 40 .6756 .9163 1.091 .73728 30 40 .5972 .7445 1.343 .80212 20 50 .6777 .9217 1.085 .73531 20 50 .5995 .7490 1.335 .80038 10 50 .6799 .9271 1.079 .73333 10 37 .6018 .7536 1.327 .79864 53 10 .6820 .9325 1.072 .73135 47 10 .6041 .7581 1.319 .79688 50 20 .6841 .9380 1.066 .72937 50 20 .6065 .7627 1.311 .79512 40 30 .6862 .9435 1.060 .72737 40 30 .6088 .7673 1.303 .79335 30 40 .6884 .9490 1.054 .72537 30 40 .6111 .7720 1.295 .79158 20 50 .6905 .9545 1.048 .72337 20 50 .6134 .7766 1.288 .78980 10 50 .6926 .9601 1.042 .72136 10 38 .6157 .7813 1.280 .78801 52 10 .6947 .9657 1.036 .71934 46 10 .6180 .7860 1.272 .78622 50 20 .6967 .9713 1.030 .71732 50 20 .6202 .7907 1.265 .78442 40 30 .6988 .9770 1.024 .71529 40 40 .7030 .9884 1.012 .71121 20 50 .7050 .9942 1.006 .70916 10 .7071 1. 1. .70711 45 Cos Cot Tan Sin Angle Cos Cot Tan Sin Angle 13
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Table X.—Calculation of Earthwork. | Width | HEIGHT | | --- | --- | | | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | | 1 | .02 | .04 | .06 | .07 | .09 | .11 | .13 | .15 | .17 | .18 | .20 | .22 | .24 | .26 | .28 | | 2 | .04 | .07 | .11 | .15 | .18 | .22 | .26 | .30 | .33 | .37 | .41 | .44 | .48 | .52 | .56 | | 3 | .06 | .11 | .17 | .22 | .28 | .33 | .39 | .44 | .50 | .56 | .61 | .67 | .72 | .78 | .83 | | 4 | .07 | .15 | .22 | .30 | .37 | .44 | .52 | .59 | .67 | .74 | .81 | .89 | .96 | 1.04 | 1.11 | | 5 | .09 | .19 | .28 | .37 | .46 | .56 | .65 | .74 | .83 | .93 | 1.02 | 1.11 | 1.20 | 1.30 | 1.39 | | 6 | .11 | .22 | .33 | .44 | .56 | .67 | .78 | .89 | 1.00 | 1.11 | 1.22 | 1.33 | 1.44 | 1.55 | 1.67 | | 7 | .13 | .26 | .39 | .52 | .65 | .78 | .91 | 1.04 | 1.16 | 1.30 | 1.42 | 1.55 | 1.68 | 1.81 | 1.94 | | 8 | .15 | .30 | .44 | .59 | .74 | .89 | 1.04 | 1.19 | 1.33 | 1.48 | 1.63 | 1.78 | 1.92 | 2.08 | 2.22 | | 9 | .17 | .33 | .50 | .67 | .83 | 1.00 | 1.17 | 1.33 | 1.50 | 1.67 | 1.83 | 2.00 | 2.17 | 2.33 | 2.50 | | 10 | .18 | .37 | .56 | .74 | .93 | 1.11 | 1.30 | 1.48 | 1.67 | 1.85 | 2.04 | 2.22 | 2.41 | 2.59 | 2.78 | | 11 | .20 | .41 | .61 | .82 | 1.02 | 1.22 | 1.43 | 1.63 | 1.83 | 2.04 | 2.24 | 2.44 | 2.65 | 2.85 | 3.06 | | 12 | .22 | .44 | .67 | .89 | 1.11 | 1.33 | 1.56 | 1.78 | 2.00 | 2.22 | 2.44 | 2.67 | 2.89 | 3.11 | 3.33 | | 13 | .24 | .48 | .72 | .96 | 1.20 | 1.44 | 1.68 | 1.92 | 2.16 | 2.41 | 2.65 | 2.89 | 3.13 | 3.37 | 3.61 | | 14 | .26 | .52 | .78 | 1.04 | 1.30 | 1.55 | 1.81 | 2.08 | 2.33 | 2.59 | 2.85 | 3.11 | 3.37 | 3.63 | 3.89 | | 15 | .28 | .56 | .83 | 1.11 | 1.39 | 1.67 | 1.94 | 2.22 | 2.50 | 2.78 | 3.06 | 3.33 | 3.61 | 3.89 | 4.17 | | 16 | .30 | .59 | .89 | 1.18 | 1.48 | 1.78 | 2.07 | 2.37 | 2.67 | 2.96 | 3.26 | 3.56 | 3.85 | 4.15 | 4.44 | | 17 | .31 | .63 | .94 | 1.26 | 1.57 | 1.89 | 2.20 | 2.52 | 2.83 | 3.15 | 3.46 | 3.76 | 4.09 | 4.41 | 4.72 | | 18 | .33 | .67 | 1.00 | 1.33 | 1.67 | 2.00 | 2.33 | 2.67 | 3.00 | 3.33 | 3.67 | 4.00 | 4.33 | 4.67 | 5.00 | | 19 | .35 | .70 | 1.06 | 1.41 | 1.76 | 2.11 | 2.46 | 2.82 | 3.17 | 3.52 | 3.87 | 4.22 | 4.57 | 4.92 | 5.28 | | 20 | .37 | .74 | 1.11 | 1.48 | 1.85 | 2.22 | 2.59 | 2.96 | 3.33 | 3.70 | 4.07 | 4.44 | 4.81 | 5.18 | 5.56 | | 21 | .39 | .78 | 1.17 | 1.55 | 1.94 | 2.33 | 2.72 | 3.11 | 3.50 | 3.89 | 4.28 | 4.67 | 5.06 | 5.44 | 5.83 | | 22 | .41 | .81 | 1.22 | 1.63 | 2.04 | 2.44 | 2.85 | 3.26 | 3.67 | 4.07 | 4.48 | 4.89 | 5.30 | 5.70 | 6.11 | | 23 | .43 | .85 | 1.28 | 1.70 | 2.13 | 2.56 | 2.98 | 3.41 | 3.83 | 4.26 | 4.68 | 5.11 | 5.54 | 5.96 | 6.39 | | 24 | .44 | .89 | 1.33 | 1.78 | 2.22 | 2.67 | 3.11 | 3.55 | 4.00 | 4.44 | 4.89 | 5.33 | 5.78 | 6.22 | 6.67 | | 25 | .46 | .92 | 1.39 | 1.85 | 2.31 | 2.78 | 3.24 | 3.70 | 4.17 | 4.63 | 5.09 | 5.56 | 6.02 | 6.48 | 6.94 | | 26 | .48 | .96 | 1.44 | 1.92 | 2.41 | 2.89 | 3.37 | 3.85 | 4.33 | 4.82 | 5.30 | 5.78 | 6.26 | 6.74 | 7.24 | | 27 | .50 | 1.00 | 1.50 | 2.00 | 2.50 | 3.00 | 3.50 | 4.00 | 4.50 | 5.00 | 5.50 | 6.00 | 6.50 | 7.00 | 7.50 | | 28 | .52 | 1.04 | 1.55 | 2.07 | 2.59 | 3.11 | 3.63 | 4.15 | 4.67 | 5.18 | 5.70 | 6.22 | 6.74 | 7.26 | 7.78 | | 29 | .54 | 1.07 | 1.61 | 2.15 | 2.68 | 3.22 | 3.76 | 4.30 | 4.83 | 5.37 | 5.91 | 6.44 | 6.98 | 7.52 | 8.06 | | 30 | .56 | 1.11 | 1.67 | 2.22 | 2.78 | 3.33 | 3.89 | 4.44 | 5.00 | 5.55 | 6.11 | 6.67 | 7.22 | 7.78 | 8.33 | | 31 | .57 | 1.15 | 1.72 | 2.30 | 2.87 | 3.44 | 4.02 | 4.59 | 5.17 | 5.74 | 6.32 | 6.89 | 7.46 | 8.04 | 8.61 | | 32 | .59 | 1.18 | 1.78 | 2.37 | 2.96 | 3.56 | 4.15 | 4.74 | 5.33 | 5.92 | 6.52 | 7.11 | 7.70 | 8.30 | 8.89 | | 33 | .61 | 1.22 | 1.83 | 2.44 | 3.05 | 3.67 | 4.28 | 4.89 | 5.50 | 6.11 | 6.72 | 7.33 | 7.94 | 8.55 | 9.17 | | 34 | .63 | 1.26 | 1.89 | 2.52 | 3.15 | 3.78 | 4.40 | 5.04 | 5.67 | 6.29 | 6.93 | 7.56 | 8.18 | 8.81 | 9.44 | | 35 | .65 | 1.30 | 1.94 | 2.59 | 3.24 | 3.89 | 4.53 | 5.18 | 5.83 | 6.48 | 7.13 | 7.78 | 8.42 | 9.08 | 9.72 | | 36 | .67 | 1.33 | 2.00 | 2.67 | 3.33 | 4.00 | 4.66 | 5.33 | 6.00 | 6.67 | 7.33 | 8.00 | 8.67 | 9.33 | 10.00 | | 37 | .68 | 1.37 | 2.06 | 2.74 | 3.42 | 4.11 | 4.79 | 5.48 | 6.17 | 6.85 | 7.54 | 8.22 | 8.91 | 9.59 | 10.28 | | 38 | .70 | 1.41 | 2.11 | 2.82 | 3.52 | 4.22 | 4.92 | 5.63 | 6.33 | 7.03 | 7.74 | 8.44 | 9.15 | 9.85 | 10.56 | | 39 | .72 | 1.44 | 2.17 | 2.89 | 3.61 | 4.33 | 5.05 | 5.78 | 6.50 | 7.22 | 7.95 | 8.67 | 9.39 | 10.11 | 10.83 | | 40 | .74 | 1.48 | 2.22 | 2.96 | 3.70 | 4.44 | 5.18 | 5.92 | 6.67 | 7.41 | 8.15 | 8.89 | 9.63 | 10.37 | 11.11 | Table X gives the number of cubic yards in a TRIANGLE 1 foot deep for a given width and height. CAUTION: Values obtained from the above tables are for only the one TRIANGLE of the cross-section under consideration. Corrections for tenths of feet in width and height may be made by considering the numbers on the table from 1 to 9 as tenths and taking one tenth the values found in the tables. For example, to find the number of cubic yards when Width =W=16.2 and Height =H=5.3, opposite 16 in “Width” column and under 5 in the “Height” column read 1.48. To correct for additional 0.2 foot of width, opposite 2 in the “Width” column and under 5 in the “Height” column read 0.18 and correct to .018. To correct for additional 0.3 foot in height, under 3 in “Height” column and opposite 16 in “Width” column read 0.89 and correct to .089. Therefore, the total cubic yards in the given TRIANGLE for a depth of 1 foot=1.48+.018+.089=1.587 or approximately 159 cu. yds. per 100 feet. If width exceeds 40 feet, use one half real width and multiply result by 2. If both width and height are larger than values given on table use one half of each value and multiply result by 4. 16