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_ | CHICAGO. ST. LOUIS. SAN FRANCISCO. MONTREAL. 
Tables for Excavations and Embankments. 


DISTANCES FROM CENTER OF ROADWAY FOR CROSS-SECTIONING. 
| Roapway 18 FEET WIDE. SipE Stopss 1 to 1. 
_ For Sivexn Track Excavation. 


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| — eT eC. “MAaLeuing B-pleca Vanity § Set. Sas ye 
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a ~67E69—Package of four-strand wash ~fast Rayon Floss to ‘on ate. 
adap any one of the above numbers, —-we pay Sita 38¢ Ed Rayon F(pe 


se ing __WE PAY POSTAGE’. ae 
Stamped pieces of good wnatite varie ie 
2 linen color Cotton Art Cloth in pretty but- 7m 
eee | terfiy-and-flower design. (Edging not include =a 

= ye | Instruction chart included. 
X67E33—Stamped Pillow Top. Plain back, 
a ome a in. square. (Requires 134 yds. edging) .—and ¥ 
we 5 lee ; : a X67E34—Scarf to match. Size about 16 
Circular ae RE ) yy} ~GRequires 4 yds. edging.)..........—and we 
| 43 Pa , 8 wef ee XEIES 5 Copterlece or table 


a a LDP Re cas 


“Ty snd Mens siirts. ADoUt ob Inches 


4° 


te El ‘s 65 _All-Silk Washable Radium. About 36 inches wide. For dresses, 4 
slips, etc. | ) | i 
Each of the above materials comes in the following COLORS: passiZg 
flower, Castilian red, English violet, Pandora green, sunburn tan, Byrd blue, Spa 
wine, spun gold, cactus rose, Jeanne d Arce blue, Hawaiian brown, jade green, go¥ ee 
poppy, tan, Imperial blue, French beige, rose petal, marron glace, Zeppelin ghaae 
claret wine, Copen blue or navy blue (all illustrated on opposite page); also fe sig 


pe Pe . gee «=opink, pilot blue, orchadee, sun star, honeydew, middy blue (light navy), Silverwing 
Ber aes os eee §=6erey, briar rose, Camco nile, maize, sherry brown, pink, Cocoa, coppersheen (reddish 
- BR ae € [eee §=bronze), English green, chalet red (bright rust), Monticello green, white or black. 


¢| “gees Order by style number for material and state color desired. | 
(as OUR PRICE, Each; A yard, 94, 
sewives | —and we pay postage. ¢ 


So aes 


rif ty b. pun 


| JUST FOLKS a) 


= By EDGAR A. GUEST 
THE PRIZES. 
said an old-time champion to me, as | 
he showed me many a prize, 
Which he had won in his earlier days: 
“Are they dazzling to your eyes? 
| You think them precious to hold and 
keep, but the fire I would| 
throw them in he 
| Could I only be the boy once more 
| with his first prize yet to win. 


“These are trophies of victory, andf 
time was I thought them sweet. 
But I’d rather be out there playing 


| now and facing again defeat 
Than sitting here in an idler’s chair 
with my prizes round me lined, 
With nothing to dread, and no+ ning 
to risk, and nothing to stir my 

mind. 


“Oh, the game is more than its prize, 
my bey, aS soon you will come 
to Know, 

the joy of the race is in running it, 
and not in the thing to show. | 

I’ve cups and medals enough to 
spare, but I’d give them all to 
claim 

The thrill of the youngsters strug- § 
gling there who haven’s yet 
won a game. 


“Nowe I’m settled down and watch 
them go to the fields to lose or 
win, 

With eyes agleazn and with hearts on | 
fire they’ll battle through thick | 
and thin, : 

And I’d rather be those who will lose | 
today, and tomorrow will try | 
anew, | 

For they still have the joy of the | 
game, while I am left with a 
prize or two.” : 


bonuses and stock pr 

many of the Company s 

were entirely eliminated 
be 6.60 per cent. 


A net profit of $13,07 
from the redemption or s 


The surplus earned dt 
on the values entere¢ 
amounted to $42,863,5 
sum substantial approp 
been made to further st 
of the Company. 


An additional $10,000 
ducted from the market 
ties as a provision agai 


a 
a: 
Tey 
, wi 
= 
te 
sae 
ii 
oh 
f 
+ 4s 
o 
yh righ J 


y , or li, 
in our 
he tested 


ho was found 
sioner of Edu- 
4 remediable eve 
> costing $150,000. 

arded school work along. 
‘se, the burden is enormous. 
ution, the Optometrical 
opened offices in Neiw 
free eye examinations 


en to those unable to 
} FKorsvth Dental IJn- 


\ 


Avork is ‘needed every- 


+ the chance to hegin 
in body as well as 


x " 


igration Ban 
o Be Relaxed 
zood— i 


jer in California 
itrictions on im- 
amoval of them, 
| It recites what 
{ contends that 
would be the 


rsons become 
ot necessarily 

Truths con- 
3 a world by 
‘When Pilate 
mason to sup- 


|} apparently 
b which my 
on. Those 


(tal to Help 
ied the lex- 
ronger)| by 
art of ithe 


The Spectator 


“We know ourselves so little that many think 
they are about to die when they are really 
in good health, and many think they are well 
when, in fact, they are on the brink of death.” 

That is not quite so true today as it was when 
Pascal penned it. three centuries ago. 

Popular education and readable books on physi- 
ology have helped. The popular rules of health 
are based less on superstition and more on science 
than was the case a hundred ‘years ago. 

Still, the body we live with from infancy to old 
age is largely a stranger to Us. 

Just for a test, try yourself on these 20 facts 
about your body. How many do you know? 

They are noted from. the first 200 pages of 
Dorsey’s. popular book, “Why Behave Like Hu- 
mans?” 

1. One-fourth. of all. our muscles are in our 
neck and face. | 

2. If one-third of our skin is destroyed by 
fire, acid or other accident, we die. 

3. We have 32 teeth; eight on each side of 
each jaw; that is, two incisors, one canine, two 
bicuspids, and three molars. 

4. A man 150 pounds in weight would weigh 
50 pounds if he were thoroughly dried out.- Our 
blood is 90) per cent water. Our bones are nearly 
half, water. Conscious brains are 85 per cent 
water. 

5. To balance our head on our spine, we use 
20 muscles. To balance our spine when walking 
we use 144, 

6. In walking, each leg rests: half the time. 
We tire standing because neither leg gets rested. 

7. With every step we take about 300 muscles 
are used. 

8. Our body temperature is regulated and re- 
mains constant at 99 degrees. 


LADY ISABEL AND THE THIRD PARTY, 
| By S. E, Kiser-—-——__-——— 


WH Lady Isabel possessed 
proud: patrician air, 
Although the clothes in which she dressea 


Were hardiy more than fair, 


: JITHIN her gray ancestral: halls 
The scene was seldom gay; 
The beams that rested on the walls 

Were ‘weak- em aren 
ve SMU, 4) iy 

HE. old. ear 

A wasn’t feeling | 
well, 
The words he 

spoke were 
Bad, 

‘But proudly Lady Isabel 

Addressed her titled dad, 


“BPE not downcast, old dear,” said she, 
“The outlook’s not so worse; 

Good luck’s instore for you and mg, 
Despite your empty purse, ° 


Registered 3 2 


Cy Y 
ot Oki | 
Office | 

9, We average about one squal®y 
surface and about 90 square yards 
face. 

10. Normally we take one breath 
four heart beats. i 
} di. If you stay quietly in bed you sa® 
heart 20,000 beats a day. 

12. A 160-pound man has about eight po’ 
or four quarts of blood. He can lose up to o 
and-a-half quarts at a time and recover. 

13. Your heart beats 40,000,000 times a year" 


Tt drives the blood through the arteries.at the 


average rate of 30 feet a second. When you sit 
quiet it pumps about five pints of blood a min- 
tte. When you run uphill it pumps seven times 
as much, or 35 pints, Ncgrnan 


14, The motor mechanism with which we walk 
weighs about 80 pounds, . Sixty is muscle and 
20 bones. 

15. A man can sweat as much as 10 pints in 
a day. 

16. It is impossible to commit suicide by hold- 
ing the breath, because as soon as conscious- 
ness is lost breathing automatically begins again. 

17, About 50 per cent of our body is carbon. 

18. The average muscle is 25 per cent efficient. 
The trained muscle is only 40 per cent efficient. 

19. We have 2,000,000 tiny pores or sweat 
glands. There are 500 to the square inch on 
most of our body, and 2,000 to the square inch 
in the palms of our hands and the soles of our 
feet. 

20, Just to keep the heart beating, the lungs 
functioning and the body at the right tempera- 
ture requires 1,700 calories a day—enough 
energy to lift 200 tons a foot. 


(Copyright, 1927° New York American, Inc.) 


‘HAN POETRY 


“MMOMORROW: Prince Gazooks arrives 
To ask you for my hand; 

il be the second of his wives, 
The first one he has canned. 


“AND he will find a:way, I know, 
& To save our proud estate; 
A. fortune teHer told me so, 


And said, as happily he smiled: 
“I’m feeling better now.” 


B™. Prince Gazooks came nj 

| Gal’s heart is like to big 

A movie queen. from Holl. 
Got to his highness ° 


pot Se opportunity will makes 


"man, but he can't always 


hold the jq 


RTA NRE ee er ere ST, 


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little: looks and 
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L924 Maxwell Touring...icreces 
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WALLACE 
1927 Buick Standard 
1927 Hupp 8 Sport 7 


yi FOR BETTER USED CARS 

108 Ls St _ Open Until 9 cat M Mi ain 16 2] 
Chrysler Touring. 
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lbrysier 70 
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Paige rougham 
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Chevrolet Touring........$75.00 
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Durant Touring 50.00 


octHudson Coach, 
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KEITH’S RAILROAD CURVE TABLES. 


Published by KEUFFEL & ESSER CO., New York. 


_. Entered according to Act of Congress in the year 1883, 
by W. Keuffel &.H. Esser, in the office of the Librarian of Congress, 
Se in Washington, D. C. 


Copyright, 1902, by Keuffel & Esser Co. 


5 
ws 


> 


HOW TO USE KEITH’S TABLES. 


EXAMPLE, 


Wanted a Curve with an Ext. of about 12 ft. Angle 
of Intersection or I, P.=23° 20’ to the R. at Station 
542 +72. , 


Ext. in Tab. IV opposite 23° 20’ = 120.87 
120.87 +12=10.07. Say a 10° Curve. 


Tan. in Tab. IV opp. 23° 20’ = 1183.1 
1183.1 +10 =118.31. 


Tab. V correction for A. 23° 20’ for a 10° Cur. =0.16 
118.31 +-0.16 = 118.47 =corrected Tangent. 


(If corrected Ext. is required find in same way) 
Ang. 23° 20’ =23.33° +10 =2.3333 =L. C. 
2° 193’ =def. for sta. 5042 | I. P.=sta. 542 +-72 
4° 493/= “ +50; Tan, = 1.18.47 
0-76 “ «“ jt ie eee 
ce a. a eae 541 -+53.53 
11° 40’= « « 5434 |b. C= 2.33.33 
Bees: 86.86 |! E. C.=Sta. 543 -+86.86 
~ 100—53.53 = 46.47 x3’ (def. for 1 ft. of 10° Cur.) = 139.41’ = 
2 2° 193” =def. for sta. 542. 
Def. for 50 ft. =2° 30’ for a 10° Curve. 
Def. for 36.86 ft. =1° 502’ for a 10° Curve. 


(These tables are published in Field Books of 
-Keurre, & Esser Co., New York, N. Y.) 


10° Curve 


TABLE IV. — Tangents and Externals to a 1° Curve. 


Tangent [pxterna Angle Tangent|External 


Tasin I. — Minutes in Decimals of a Degree. 


~ 


11’ | .1833 | 
12 | .2000 
13 . 2167 
14 2333 
15 - 2500 
16 - 2667 
17 . 2833 
i8 

19 

20 


Se St Km GO DO pat 


jonh 
SSH a2 


Taste Il. — Inches in Decimals of a Foot. 


3-32 
.0078 


2 3 4 9) 6 7 8 9 10 11 
.1667 | .2500 | .3333 | .4167 | .5000 | .5833 | .6667 | .7500 | .8333 | .9167 


| 3-16 5-16 


es 8 3 8 4 % 
.0104 | ad .0260 ee ae on .0625 | .0729 


on f bk n 
NOOR OBNORY EboNao 


TABLE HI. — Radi, Ordinates and Deflections. 


Deg. | Radius | a 4 . Ghee 


CuHs He He G0 GO WNMDNDNN SH Ree eee 


C100 OW 


—> 


0° 10'|34377. .036.| .145 
20 |17189. .073 | .291 
30 |11459. | .109] .436 

8594. .145| .582 
6875. 1829-427 
5729. 218 

4911. .205 

4297. 291 

3819. ~o2t 

3437. 364 

lice -400 

2864. -436 

2644. .473 

2455. .509 

2292. .545 

2148. . 582 

2022. .618 

1910. .655 

1809. 691 

1719. 127 

1637. . 764 

1562. . 800 

1495. . 836 3. 
1432. 873 3. 
1375.4 | ..909 

1322. 945 

1273. .982 

1228. .018 

1185. 
1146. 
1109. 
1074. 
1042. 
1011. 


— 
COOMON NNO Orcer 


OOO MOO ONIN N D&O OD OD 


WHEONO COHWRE WOONMRO i ee ee Owemwon 


eben arlaiens alent 


ROAD NTN 9 O10 OBR OOO 9 O19 00 DD BNI OO ESTER STB 0 GI NINN OO 1.00 O 


Becolaly -vi bplabapae ce ls ee a eeabals! > Peleg ae 


P DHHS SRR eH HHH HEHE HOOOCCOOOOCOOCOCOCOCO 
} DCO CO OONININIO OOOH OUCT OTE RD IB BR Go 0 Go WO OOO NNN NNNNNNNL 


{Senanoannisnanounuoobnonnsousonenunue 


COKReb wD 


Frangene| Brera Ante 
41° 


1589.0 216.3 
1598.0 218.7 
1606.9 221.1 
1615.9 223.5 
1624.9 226.0 
1633.9 228.4 
1643.0 230.9 
1652.0 233.4 
1661.0 235.9 
1670.0 | 238.4 
1679.1 241.0 
1688.1 243.5 
1697.2 246.1 
1706.3 248.7 
1715.3 251.3 
1724.4 253.9 
1733.5 256.5 
1742.6 259.1 
1751.7 261.8 
1760.8 264.5 
1770.0 267.2 
1779.1 269.9 
1788.2 | 272.6 
1797.4 275.3 
1806.6 278.1 
1815.7 280.8 
1824.9 283.6 
1834.1 286.4 
1843.3 289.2 
1852.5 292.0 
1861.7 294.9 
1870.9 297.7 
1880.1 300.6 
1889.4 303.5 
1898.6 306.4 
1907.9 309.3 
1917.1 312.2 
1926.4 315.2 
1935.7 | 318.1 
1945.0 321.1 
1954.3 324.1 
1963.6 327.1 
1972.9 330.2 
1982.2 333.2 
1991.5 336.3 
2000.9 339.3 
2010.2 342.4 
2019.6 345.5 
2029.0 | 348.6 
2038 . 4 351.8 
2047.8 354.9 
2057.2 358.1 
2066.6 361.3 
2076.0 | 364.5 
2085. 4 367.7 
2094.9 371.0 
2104.3 374.2 
2113.8 377.5 
2123.3 380.8 
2132.7 384.1 


4 51° 


Ibo NTO OOS 


O MRNOWN ORDWNID 


Om NWONMR HOORNH CONNAR ARANWO OMWAN 


~~ 


— et — ok a Be 


65 


66 


67 


68 


69 


70 


TABLE LV. — Tangents and Externals to a 1° Curve. 


Angle [Tangent 


External | Angle Tangent External | Angle |Tangent |External 

8) .2 71° 4086.9 | 1308.2 81° 4893.6 | 1805.3 
3 9 10’ | 4099.5 | 1315.6 10’ | 4908.0 | 1814.7 
5 .6 20 AVI2Z 1) | 1822.9 20 4922.5 | 1824.1 | 
8 <3 30 4124.8 | 1330.3 30 4937.0 | 1833.6 | 
1 oe 40 4137.4 | 1337.7 40 4951.5 | 1848.1 
4. 9 50 4150.1 | 1345.1 50 4966.1 | 1852.6 | 
Pd 8 q2 4162.8 | 1352.6 82 .4980.7 | 1862.2 
1 .6 10 4175.6 | 1860.1 10 4995.4 | 1871.8 
4 =} 20 4188.5 | 1367.6 20 5010.0 | 1881.5 
8 4 30 4201.2 | 1875.2 30 5024.8 | 1891.2 ; 
3 ab 40 4214.0 | 1382.8 40 5039.5 | 1900.9 ; 
7 3 50 4226.8 | 1890.4 50 5054.3 | 1910.7 
1 .2 13 4239.7 | 1398.0 83 5069.2 | 1920.5 
6 oe 10 4252.6 | 1405.7 10 5084.0 | 1930.4 
| me: 20 4265.6 | 1413.5 20 5099.0 | 1940.¢ 
.6 .3 30 4278.5 | 1421.2 30 5113.9 | 1950.3 ! 
ay 4 40 4291.5 | 1429.0 40 5128.9 | 1960.2 \ 
ey 5 50 4304.6 | 1436.8 50 5143.9 | 1970.3 ; 
a | 1026.6 74 4317.6 | 1444.6 84 5159.0 | 1980.4 i 
.9 | 1032.8 10 4330.7 | 1452.5 10 5174.1 | 1990.5 
.5 | 1039.0 20 4343.8 | 1460.4 20 5189.3 | 2000.6 . 
.1 | 1045.2 30 4356.9 | 1468.4 30 5204.4 | 2010.8 
.8 | 1051.4 40 4370.1 | 1476.4 40 5219.7 | 2021.1 
.5 | 1057.7 50 4383.3 | 1484.4 50 5234.9 | 2031.4 \ 

3650.2 | 1063.9 75 4396.5 | 1492.4 85 5250.3 | 2041.7 

3661.9 | 1070.2 10 4409.8 | 1500.5 10 5265.6 | 2052.1 

3673.7 | 1076.6 20 4423.1 | 1508.6 20 5281.0 | 2062.5 

3685.4 | 1082.9 30 4436.4 | 1516.7 30 5296.4 | 2073.0 

3697.2 | 1089.3 40 4449.7 | 1524.9 40 5311.9 | 2083.5 

3709.0 | 1095.7 50 4463.1 | 1533.1 50 5327.4 | 2094.1 

3720.9 | 1102.2 76 4476.5 | 1541-4 86 5343.0 | 2104.7 

3732.7 | 1108.6 10 4489.9 | 1549.7 10 5358.6 | 2115.3 

3744.6 | 1115.1 20 4503.4 | 1558.0 20 5374.2 | 2126.0 

3756.5 | 1121.7 30 4516.9 | 1566.3 30 5389.9 | 2136.7 

3768.5 | 1128.2 40 4530.4 | 1574.7 40 5405.6 | 2147.5 

3780.4 | 1134.8 50 4544.0 | 1583.1 50 5421.4 | 2158.4 

3792.4 | 1141.4 47 4557.6 | 1591.6 87 5437.2 | 2169.2 

3804.4 | 1148.0 10 4571.2 | 1600.1 10 5453.1 | 2180.2 

3816.4 | 1154.7 20 4584.8 | 1608.6 20 5469.0 | 2191.1 

3828.4 | 1161.3 30 4598.5 | 1617.1 30 5484.9 | 2202.2 

3840.5 | 1168.1 40 4612.2 | 1625.7 AO 5500.9 | 2213.2 

3852.6 | 1174.8 50 4626.0 | 1634.4 50 5517.0 | 2224.3 

3864.7 | 1181.6 78 4639.8 | 1643.0 88 5533<1 | 2235.5 

3876.8 | 1188.4 10 4653.6 | 1651.7 10 5549.2 | 2246.7 

3889.0 | 1195.2 20 4667.4 | 1660.5 20 5565.4 | 2258.0 

3901.2 | 1202.0 30 4681.3 | 1669.2 30 5581.6 | 2269.3 

3913.4 | 1208.9 40 4695.2 | 1678.1 40 5597.8 | 2280.6 

3925.6 | 1215.8 50 4709.2 | 1686.9 50 5614.2 | 2292.0 

3937.9 | 1222.7 79 4723.2 | 1695.8 89 5630.5 | 2303.5 

3950.2 | 1229.7 10 4737.2 | 1704.7 10 5646.9 | 2315.0 

3962.5 | 1236.7 20 4751.2 | 1718.7 20 5663.4 | 2326.6 

3974.8 | 1243.7 30 4765.3: | 2422.7 30 5679.9 | 2338.2 

3987.2 | 1250.8 40 4779.4 | 1731.7 40 5696.4 | 2349.8 

3999.5 | 1257.9 50 4793.6 | 1740.8 50 5713.0 | 2361.5 

4011.9 | 1265.0 80 4807.7 | 1749.9 90 5729.7 | 2373.3 

4024.4 | 1272.1 10 4822.0 | 1759.0 10 5746.3 | 2385.1 

4036.8 | 1279.3 20 4836.2 | 1768.2 20 5763.1 | 2397.0 

4049.3 | 1286.5 30 4850.5 | 1777.4 30 5779.9 | 2408.9 

4061.8 | 1293.6 40 4864.8 | 1786.7 40 5796.7 | 2420.9 

4074.4 | 1800.9 50 2 0 50 6 ; 


4879. 


1796. 


5813. 


.S 

, WwW 
bo 

oO 


Vv 


Tas Le IV. — Tangents and Externals to a 1° Curve. = 4 ‘ i TaBLE V. Corrections for use with Table IV. 


fe 
#6 


| oe | ree | Copyright, 1902, by Keuffel & Esser Co. 
Angle |Tangent |External|| Angle |Tangent |External Angle |Tangent |External © ~~ j/ re " 2 
f Meee. | For Tangents Add 


a 


55°| 60°| 65 | 70° 


IO WO 


.53| -58| .63] .63 

‘ .72| .79| .84] .go 

.83} .90] .Q9Q/I.06]1.14 

: . .99|I.09]I.20]1.29|1.39 
.70| . .92/1.04|1.29]1.42|1.54|1.66 
.93|1.06]1.20|1.34]1.49|1.64|1.79|1.94 


re CO Or GO Ft CO 


DOWN AORHOA SNONEH 


. .O1|1.22|1.53|1.84/2.15 A4 
.66|1.00]1.33|1.68|2.02|2.36|2.70|/3.05|3.40|3-7 
.72|1.09|1.45|1.83|2.20|2.57|2.94/3. O|4 
.79|1.19|1.55|2.00|2.40|2.80 4 
.86|1.30!1.74|2.18}2.62 3.06 4 


4 
A 
9 


2 
4 
5:37|5 


. 
. 
a 
e 
. 
° 


7 
.1O 
49 
88 


For Externals Add 
Angie 20°| 25°] 30° 35°| 40°| 45° 50°| 5 
.007 |. .009|.O11I|.012}.014|. 
.014].018|.023|.027|.029].032|.035}. 
.022}. : .038].045]. .057|. 
.036}. ; .065|.074]. .093}. 
.O51}. .090}. 103}. .129}. 
.072}. .131|.153). .197]. 
.093}- : .172|.203)}. .265}. 
.1IQ}. .216|.254|. 325). ’ 
-I51\. , .266|.305}.. .384|.425]. 
.188}. .283|.332|.381].. .479].530}. 
.225}. .398}.457]- .575|.636). 
rp A : .483|.554|-625|.697|.711)-545]-¢ ; 
SGOT. ; .568|.652|.735|.819].906}. d .17 
.383}. : .678|.777]- .977|1.07|1.18]1.29}1.39 
445}. ‘ .787|.903|1.02|1.13}1.25]1.38]1.50 1.62 
524. ‘ .926|1.06|1.20]1.34|1.47|1.62 1.76|1.91 
.603}. 1.07|1.22|1.38]1.54)1.70|1.87|2.03|2.20 
.706|.985|1.06|1.25|1.43|1.62 1.80|1.99|2.18|2.38/2.58 
,809|1,01|1.22|1.43/1.64|1.85|2,06|2.28|2.50 2.73|2.96 
ha Sn ne an ee 


WOW RA OUOORN HHWMON NWONAM UNONARO SPNOHAD SRDOWMN NWOWRU AOD 


HOMO SwoOAkR NOUR SNOW WHOWONM DOWHAH ONNOEA 


OWN © 


IX 


TaBLE VI. Deflections for Sub Chords for Short Radius Curves. | Natural Sines 


by! fy/ / / ; / / / / / ; 

egree Radius | Wsubchord 10’ | 20’ | 30’ | 40’ | 50’ {de fdg.| 0’ | 10’ | 20’ | 30’ | 40’ | 50’ |Deg. 
f of aS eee R ee eee ~ 0 |0000/0029|0058 0087/01 16|0145|/89940 6428/64 50/6472|6494/6517|6539| 49 
Curve | sin. def. ang. 12.5 Ft. [| I5Ft. | 2uFt. | 25Ft. | for 100 ft. | 0175|0204|0233|0262/0291 |0320|8894 I |6561 |6583|6604|6626/6648/6670| 48 
| IOI 0349|0378}0407|0436|0465|0494/87942|6691|6713|6734|6756/6777|6799| 47 
IOr. 0523105520581 |0610|0640|0669 864 3/6820|6841 |6862|6884|6905|6926) 46 
Iol. 9698|0727|0756|0785|0814|0843 |8 5944/6947 |6967 6988 |7009|7030/7050| 45 
101. 0872|0901|0929|0958|0987|1016|8414.5/7071|7092|7112)7133)7153)7173) 44 
101. 1045|1074|1103|1132|1161/1190|83)46/7193)7214|7234|7254|7274|7294| 43 
1219|1248]1279]1305|1334|1363|82847|7314|7333|7353|7373|7392|7412| 42 
1392|1421|1449}1478|1507|1536/8148/7431/7451/7470)7490|7509 7528] 41 
9 |1564|1593|1622|1650|1679|1708 (8084917547 7566|7585|7604|7622]7642| 40 
10 |1736|1765|1794|1822|1851|1880(79§50|7660|7679|7698|7710|7735|7753 39 
LI |1908|1937|1965|1994|2022|2051|78151|7771|7790|7808|7826 7844|7862| 38 
12 |2079|2108|2136|2164|2193|2221|77952|7880|7898|7916|7934|7951 7969| 37 
13 |2250|2278|2306|2334|2363/2391)/76§53|7986|8004 8021/8039|8056|8073] 36 
14 |24.19|2447|2476|2504|2532|2560/75954|8090/8107 8124|8141|8158)8175| 35 
15 |2588|2616|2644|2672|2700/2728| 7495 5|8192|8208|/8225 8241 8258/8274] 34 
16 |2756|2784|2812|2840|2868|2896|7 3956|8290|8307 [8323/8339 8355/8371] 33 
17 |2924|2952|2979|3007|3035|3062|72857 [8387 |8403 8418/5434 84.50|8465] 32 
18 |3090|3118/3145/3173/3201 |3228|7 1958|/8480|8496 [8511 8526|8542/8557| 31 
19 132561328313311133381336513393)7085918572(8587 8601 |861618631(8646| 30 


CONT Hin Bb Ww be 


CURVE FORMULAS 
R = T cot. } 1 Chord def. = chord? 


R = 50 e 


Sin. D No. chords =34 
= R ex. sec } I D 


T tan 3 I Tan. def. = 4 chord def. 


The square of any distance, divided by twice the radius, will equal the 
distance from tangent to curve, very nearly. 
Table IV. contains Tangents and Externals to a 1° curve. Tan. and Ext. 
to any other radius may be found nearly enough, by dividing the Tan. or 
Ext. opposite the given Central Angle by the given degree of curve. 
To find Deg. of Curve, having the Central Angle and Tangent: Divide 
Tan. opposite the given Central Angle by the given Tangent. 
To find Deg. of Curve, having the Central Angle and Tangent: Divide 
Ext. opposite the given Central Angle by the given External. 
To find Nat. Tan. and Nat. Ex. Sec. for any angle by Table IV.: Tan. 
or Ext. of twice the given angle divided by the radius of a 1° curve will be 
the Nat. Tan. or Nat. Ex. Sec. 
‘To find angle for a given distance and deflection. | ; 
Rule 1. Multiply the given distance by .01745 (def. for 1° for 1 ft.), and | Dez.| 60’ | 50’ | 40’ | 30 
divide given deflection by the product. | eee 
Rule 2. Multiply given deflection by 57.3, and divide the product by Dec.| 0’ | 10’ { 20’ {| 30’ | 40 50 : 
the given distance. | 89 19848 9853/9858 9863 
To find deflection for a given angle and distance. Multiply the angle | 81 |9877|9881)/9886|9890 
by .01745, and the product by the distance. | 82 19903 |9907 |9911|\9914 
RiGHT ANGLE TRIANGLES. Square the altitude, divide by twice the base. | ~ 83 19925/9929/9932|9936 
Add quotient to base for hypotenuse. | 84 |994519948|9951/9954 
Given Base 100, Alt. 10 10?+200=.5. 100+.5=100.5 hyp. 85 |9962/9964|9967/9969 
Given Hyp. 100, Alt. 25 25?+200=3.125. 100—3.125 =96.875 = Base. | 86 |9976|9978|9980/9981 
Error in first example, .002; in last, .045. 87 |9986/9988|9989/9990 
To find Tons of Rail in one mile of track: multiply weight per yard 88 |9994|9995|9996|9997 
by 11, and divide by 7. | 89 


Deg. 


10’ { 20’ { 30’ { 40’ 
0000/0029/0058/0087 |o1r16 
0175/0204/0233/0262|0291 
0349] 0378/0407 /0437|0466 
0524/0553/0582/0612|/0641 
0699/0729/0758/0787/0816 
0875/0904|0934| 0963/0992 
I051I/1080/ILI0| 1139|1169 
1228|1257/1287/ 1317/1346 
1405|1435/1465|1495|1524 
1584/1614|1644| 1673/1703 
1763/1793/1823/1853/1883 
1944|1974|2004| 2035/2065 
2126|2156/2186/2217|2247 
2309/2339\2370 2401/2432 
2493)2524)2555|2580)2617 
2679|2711'2742/2773/2805 
2867| 2899/2931 |2962/29004 
3057/3089/3121/3153/3185)/3217 
3249 3281)/3314/3346/3378|/3411 
344313479)3508)3541/3574/3607 
3640/3673(3706(3739(3772/3805 
3839) 3872/3906/ 3939/3973] 4006 
4040/|4074|/4108/4142|4176/4210 
4245/4279/4314/ 4348/4383] 4417 
4452|4487/4522/4557/4502|4628 
4.663] 4699) 4734| 4770/4806| 4841 
4877| 4913/4950) 4986) 5022/5059 
5095/5132/5169| 5206) 5243| 5280 
5317/5354/5392| 5430|5467/5505 
5543/ 5581/5019] 5 658/5696/5735 
5774|5812{5851{5890/5930(5969 
6009/6048) 6088 | 6128/6168! 6208 
6249/6289] 6330/6371|6412|6453 
6494] 6536) 6577 | 6619] 6661/6703 
6745|6787)| 6830! 6873/6916] 6959 
7002/7046] 7089/7133/7177/7221 
7205|7310/7355|7400/7445|7490 
7530/7581|7627|7673| 7720) 7766 
7813|7860)7907|7954) 8002/8050 
8098/8146 8195/8243 8292/8342 


ey ee 


Deg.| 60’ | 50’ | 40’ | 30’ | 207 | 
6’ 


10’ 20’ 30’ 

8441| 8401 85011 8642| 49 

8744} 8796 8809} 80952] 48 

9057| 9110 9217| 9271] 47 

9380} 09435 9545| 9601] 46 

9713} 9770 9884| 9942] 45 
I.0058|I. 0117 I.0235|1.0295| 44 
I.0416|1.0477 I.0599|1.0661| 43 
1.0786)1.0850 I1.0977|I.1041| 42 
PotL PY F2L237 I.1369|/1.1436| 41 
1.I571|1.1640 I.1778/1.1847| go 


I. 1988/1.2059 I.2203)1.2276/ 39 
I.2423/I.2497 I.2647/1.2723| 38 
1.2876/1.2054 I.31II|I.3190| 37 
I.335I/1.3452 I.3597/1.3680| 36 
I. 3848/1. 3934 I.4106/1.4193| 35 
I.4370/1.4460 I.4041|1.4733| 34 
IT.AQTQ|L. 5013]1. I.5204|/1.5301| 33 
T.5497|1.5597|I. I.5798|1.5900] 32 
1.6107/|/1. 6212 1.6426/1.6534| 31 
1.6753/1. 6864 I. 7090|)I.7205| 30 
1.7437(1.7556 1.7797|1.7917| 29 
1.8165|1.82901 1.8546/1.8676|] 28 
1.8940/1.9074 I.9347|1.9486| 27 
1.9768|I.9912 .0204/2.0353| 26 
2.0655|2.0809 .1123/2.1283]| 25 
2.1609/2.1775 . 2113/2.2286| 24 
2.2637\2.2817 -3183/2.3369| 23 
2.3750/2.3045 -4342|2.4545| 22 
2.4960|/2.5172 .5605/2.5826| 21 
2.6279/2. 6511 .6985|/2.7228] 20 


2.7725(2.7980 .8502|2.8770| 19 
2.9319|2.9600 .0178/3.0475| 18 
3.108413.1397 . 2041 
3.3052/3.3402 4124 
3.5261|3.5656 . 6470 
3.7760/3.8208 9136 
4.0611/4.1126 . 2193 
4.3897|/4.4494 -5736 
4.7729|4.8430 - 9804 
5+ 2257/5 +3093 5.4845 
50’ 40’ 


SSS ee 
; : ~ 
‘ 
=| 


30.40 


8301 
8603 
9004 
9325 
9657 
. 0000 
-0355 
0724 
.1r06) 
1504 
.IQr8 
- 2349 
- 2799 
.3270 
- 3764 
4281 
. 4826 
- 5399 
. 6003 
. 6643 
7321 
. 8040 
. 8807 
.9626 
0503 
-1445 
. 2460 
-3559 
-4751 
. 6051 


- 7475 
.9042 
-0777 
. 2709 
-4874 
W771 
.O108 
- 3315 
. 7046 

1446 


Or45 
0320 
0495 
0670 
0846 
1022 
I198 
1376 
1554 
1733 
IQI4 
2095 
2278 
2462 
2648 
2836 
3026 


=e 


ss 


~ y vemmata 
aaasalaneas terpenes a dens coe ep ee 


8 eS ee eee 
. te er mr = ome. 


ee ew oy 
eo 


ere te Se 


I. 
1 a 
Be 
Fs 
I. 
Ts 
dE 
i fee 
Ir. 
EE 
IRE 


bo 


NO NMDSN WH DD BS HR RR SR OR OR Oe BO Oe OR Lone 


ee 
~< 


BRARWWWWWDHIYND DH DHNHDHDDND 


MPR BRWWWwWdNIY DNDN DH HH DND ARAL 


aAbPDBRWWWWD bd 


|__ 59” 
6.1970 
6.9682 


( 10’ 20’ 30’ 40’ 
'5-7604|5.8708| 5.9758| 6.0844 
6.4348|6. 5606) 6.6912! 6.8269 


7.2687|7.4287 
8.3450|8.5555 
9. 7882/10.078 
II.826/12.250 
14.924/15.605 
20.206/21.470 
31. 242134.368 
68.750 


50’ 


40’ 


7.5958 
8.7769 
10.385 
12.706 
r6. 350 
22.903 
38.189 


85.940/114. 588/171. 


30’ 


7.7704 
9.00908 
Li ers Be 
13.197 
I7.169 
24.542 
42.904 


885): 


20’ 


Natural Cotangents. 


7-9530 
9.2553 
IL.059 


z|° HNWRUMUON 0 0 | 
e bs 


Et 

Sg bes: 
cSetet 
ae 


a emis inane leat tine 


te been aor ede pee tegatana ceo 


Sa a 


= ‘ —— FON gy ae aT Ie eA 
Sugita Te eee = ix r ree 


16 
17 
25 
26 
27 


9 
4 


47 
48 
59 
60 


i 
2 
7 


45 
47 
dl 
53.2 
55 
57 
59 
60 


6 
1 
6 
1 
6 


‘e 


3 


NASOAMIGSHOMAAAOR OOM 
SS NANA A AN OD 09 09 09 OD 


48 


5) 
49 
DL 


61. 


BG 
38 
1 60 
Calculated by Julien A. Hall, M. Am. Soc. C. E. 


Sipz Stopes 114 To l. 


8.6 | 58 
60 


58 
60 


1 
6 
5 
6 
1 
] 


hy DON 6D 1D fO 
eee sae 


a2 


46 
48 
AQ 
ol 
o4 


oO 
0 
9) 
0 
2.5 
0 
0 
5 
0 


- 


mere 


For Sincut Track EMBANKMENT. 
46.3 | 46 


8 | 48 
3 | 49 
8 | 51 

52 


3 


KRGOOMRMHOKRAONDMDIOMNAANYTONRAOTS H ¢ 
SSR NNNANNANN NAAN OD 09 09 09 OD OD SHS SH 


38 


49 
7 | 50 
52 
o3 
o6 


2 
7 
7 
2 


Roapway 14 FEET WIDE. 


MOOnMHO . a 
SAHARA NNANANN 


6.2 
47.7 | 47 
49.2 
50 
52 
53) 
56 
58 


0 


27 || 47.5 
49 
29 || 50.5 


ce) 
Se ARMA AAAAN 


> 
5.0 


O 
Z 
bh 
a 
a 
oS. 
HH 
O 
ie) 
- 
nn 
A 
© 
om 
oO 
ei 
(e) 
oa 
> 
< 
e 
Q 
a 
‘e) 
pS 
‘e) 
ea 
ea) 
aa 
Zi 
e 
Cm 
= 
Be. 
- 
oy 
Z 
< 
ei 
Xm 
ed 
3 toh 


POE fea elle. et Re Leman ais beamed neem eaMnis EN he 


26 || 46.0 | 4 


Hee sto 60 si Oe Bebo CRS 
=m 


28 
ol 
32 
OO 
b4 


ee 


1 es aT ye = — = a ee ee 
OO ———————— -