ENGINEERS’ FO.R RAILWAY CONSTRUCTION, (DOUBLE TRACK), COMPILED FOR ENGINEERING DEPARTMENT » OF N, Y. f West Shore & Buffalo AND ♦ New York, Ontario ^Western Railways. JUNE, 1882, 1 &o c? Stations Corresponding toMiles N. Y. W. S, andB.Ry. Miles Stations Miles Stations Miles Stations Miles .| Stations Miles S t at ions Miles Stat urns Miles Stat i-onS l 5Z.to SI 2692.80 (0/ 5332.80 /5i 1912.10 20/ IOblZ.10 251 13252.90 30/ 15992.90 2 105. bO 51 21k5.b0 IOZ 5385.60 /52 I025.b0 202 I0bb5. bo Z5Z I3305b0 302 15965. bO 3 139. kO 53 2119.kO 10 3 5438-40 /53 8078-40 203 10111-60 253 13351-60 303 15991-60 6 til. 20 5k 2951.20 10k 549/ 20 156 8/3/. 20 20k 10111. ZO 256 1361 iZo 304 Ibo51. 20 5 ZbA-OO 55 290600 105 SSkkoo 155 1196-00 2 05 10926-00 255 1366600 305 16106-00 6 3/680 5b 2956.80 105 559 b-to 15b 9236.80 20b lollb-90 256 1351b.9o 306 Ibl5b.hO 7 369.60 51 3oo9.bo 101 564960 151 8 289.60 207 10129-bO 257 I35b1b0 307 ibZol-.bO 8 622.60 51 3obZ-kO 101 570 2 40 151 8342-40 208 10992.60 251 IbbiZ.kO 3 08 IbZbZbO 9 kl 5.20 59 3IIS. 20 101 5155-20 151 8 395.20 209 11035.20 259 I3bl5.20 309 Ib315-20 M 529.00 bO 3/68.00 no 590S00 ibo 8448-00 2/0 lio St. 00 260 13121.00 3 10 /636S.00 II 590.00 61 3220-80 111 5 960.90 Ibl 9500.10 2// III 60-to 26/ 13190-10 311 tbkZG-IO iz 633. bo 62 3273.60 up 5913.60 /62 9553.60 2/2 II193 bo 262 13933. bO 3 12 Z6473.66 13 ' btb.kO 63 33 26.40 113 5966.40 /63 lbob.60 2/3 UZkb- 60 263 i3HbkO 31 3 /6 526-46 <6 739.20 64 331120 Ilk 6019.20 /64 1659.20 2/4 1121920 264 / 3939-20 3/4 I6519-.Z0 15 792 .00 b5 3432 00 115 6012.00 /65 91/Z.oo 2/5 11352-00 265 13992.00 3/5 lbb3Z.Q0 lb 844.80 66 3484 80 lib 6/24 80 /66 91 b 6-la 2/6 11606-90 266 16066-10 3/6 I6b€ 4 80 17 111. bo 67 3537.60 ;//7 6/77-60 /67 9111.60 2/7 11651-bO 267 Ikoll-bo 3H Ib731 bo It 9 50. kO 6« 3590-40 //? 6230-40 /6? 8870 40 2/8 II5I0-60 2b « 16150.60 31 ft 16190-60 11 1003.20 69 3643-20 119 6283.20 /69 8923.20 2/9 U5b3.2o 261 16103-20 3/9 16163.20 2o 1056.00 70 3696.00 IZO 6336.00 /70 8976 00 220 llb/boo 210 Ik 25 b-00 3Zo 1699b 00 21 1109.90 7 / 3748.80 121 638880 111 9021.10 22/ Jib 69.90 27/ 16309.10 321 Ib969 So 22 llbl.bO 72 380/ 60 IZZ 6661 bo 112 9091 bO 222 IJlZl.bO 272 16361 bo 322 nooi.bo 23 1216-60 73 3854-40 123 649440 113 9/34-40 223 11116-60 273 16616 60 323 17056-60 2k 1261 20 74 390720 l2k 6547-20 Ilk 9/87.20 224 IUZI-ZO 274 16661-20 324 11101- ZO 25 1320.20 75 3960. 00 IZ5 6 boo. 00 115 9240.00 225 11990 00 275 16520.00 325 n ibo. 00 Zb 1312 9o lb k 01 2.8o IZ6 6652.90 / 76 9292.10 226 11932.10 276 16572-90 326 nuz-io 27 lkZ5.60 77 40 65.60 127 6705. bO / 77 93 65.bo 227 ) 1995 bO 277 Ikb25.bo 327 11265. bo 2? 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H166-60 31 2059.20 19 4699-20 / 39 1331.20 /?9 9997.20 239 J2bl9.2o 289 15251.20 339 11999-20 uo ZllZ .00 9 0 kl 52-00 Iko 139200 /90 10032-00 260 IZblZ-00 290 15312.00 360 11952.00 kl Zlbk.90 91 kiok-lo IUI 7444.80 111 io096-to 261 12126-10 29/ 15366-90 361 llook-lo UZ 22/7.60 92 485760 162 lkll. bO nz 10131. bO 262 12117. bO 292 15611-bO 342 19051 .bo U2 227 OkO 93 49/0.40 163 155060 113 10190.60 243 12130.60 293 15610.60 343 It’ll 0. 60 kk 2323.20 94 446 3.20 166 160320 196 10263-20 Zkk 12913-20 294 15523.20 366 19163. Zo k5 237 6.00 95 50/6.00 165 lb 5b.00 195 loZIb.OO 265 IZ93b.00 295 15 51b -00 36 5 IIZ/ 6.00 Ub 2k 29. to 9b 5ob9to Ikb 1109- 90 19b 1036990 2kb 1219110 296 15 b 21-10 346 19269.90 k7 Zktl. 60 97 51 21. bO Ikl llbl.bO 191 10601 . bo 2kl 13061- bo 297 15 bit bo 347 11321.60 48 Z53k.kO 9? Silk kO Ikt 191660 199 /o 656-60 261 13016-60 298 1513660 348 19316-60 kl 251120 99 5221.20 Ikl libl.ZO 199 10501.20 269 1 3/47-20 299 \ 5191.20 349 19621-20 30 2640.00 100 5290.00 150 1920-oa Zoo I05b000 250 13200.00 3oo 1516000 350 Hkto-oo - •p tSJLGT’V Digitized by the Internet Archive in 2019 with funding from University of Illinois Urbana-Champaign Alternates https://archive.org/details/engineersbookoftOOunse Cubic Yards For Each Hundred Feet in length, Level Cuttings. 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CU.Y08. 39 5 9 47 / 7 3/ 9 49 36 26 k> 6 9 47 /? 94 JO 26 39 57 44 7 9 47 ZO 37 II 04 40 99 47 9 9 47 Zl 9o II 9/ 43 /? 50 9 9 47 Z3 43 IZ 59 45 49 53 10 9 47 Zk 95 13 37 47 79 56 ii 9 47 Zb 4? Ik /5 50 /o 59 IZ 9 47 Z 9 0/ Ik 93 52 4/ bZ >3 9 47 Z9 54 15 70 54 7/ 6 5 Ik 9 47 31 06 16 49 57 0/ 69 15 9 47 3Z 59 17 Zb 59 32 7/ 16 9 47 3 4 /2 li Ok 6/ 63 74 n 9 47 3 5 65 n 9/ 63 93 77 /? 9 47 37 / 9 19 59 66 24 ?0 19 9 47 3? 70 ZO 37 69 54 93 zo 9 47 40 Z3 Zl /5 70 95 96 Zl 9 47 4/ 7b Zl 93 73 /6 99 zz 9 47 43 Z9 ZZ 70 75 46 92 Z3 9 47 44 ?! Z3 49 77 76 95 zu 9 47 kb 3k Zk 26 ? 0 07 99 Z5 9 47 47 97 Z5 04 92 39 / O 1 Zb 9 47 49 40 Z5 9/ 94 69 /Ok Zl 9 47 JO 93 26 59 96 99 107 zi 9 47 52 45 Zl 37 99 29 no Z9 9 47 J 3 99 29 /5 9/ 6o 113 30 9 47 JJ J/ 29 °3 93 9/ lib 31 9 47 57 04 29 70 96 2/ 119 3Z 9 47 5% 56 3o 49 99 5/ IZZ 33 9 47 bo 09 31 26 too 92 IZ5 3k 9 47 bl 62 32 04 103 /3 IZ •? 35 9 47 63 / 5 32 9/ /o 5 43 i3l 36 9 47 6k 69 33 59 1 07 74 /3k 37 9 47 66 20 34 37 / /O 04 137 3? 9 47 67 7 3 35 ;5 nz 35 n+o 39 9 47 69 26 35 93 nk 66 /U3 ko 9 47 1 70 79 36 70 lib . 96 SECTIONS OFCULVERT \ % LA*j 4L s»V aV 'I cM . 4 Masonry in Single Box Culvert E/4x3'Opening N.Y.W.S.ano B. Ryt-DoubleTrack LENGTH OF CULVERT HEIGHT OF END WALLS j TRUNK PAVING TOTAL embankY CU. YDS. CU YDS. CU.YDS. CUYOS. 39 6 12. 09 ZO kb IO Zf 42 91 k> 7 IZ 09 ZZ Zl II II 45 kb 44 9 IZ 0 9 Zk 01 II 94 k? 09 47 9 IZ 09 ZS 99 IZ 19 50 74 5o 10 IZ 09 Zl 69 /3 6 / 53 39 53 II IZ 09 29 49 Ik 44 56 01 56 IZ IZ of 31 30 15 Z9 5S 66 59 13 IZ Of 33 10 16 II 6l 29 62 Ik IZ 09 34 9/ 16 94 63 93 65 15 IZ 09 36 7/ 11 19 66 67 6* 16 IZ 09 3? 52 19 bl 69 Zl 7/ 11 JZ Of 4 o 3Z ! 9 44 7/ 9k 74 19 IZ 09 4 Z 13 ZO 2? 74 49 77 19 IZ 09 4 3 94 Zl II 77 /3 SO Zo IZ 09 45 74 Zl 94 79 lb S3 Zl IZ Of 47 55 ZZ 19 9Z 4/ S6 ZZ IZ of 49 35 Z3 bl 95 04 S9 Z3 IZ 09 5/ lb Zk 44 91 69 92 Zk IZ 09 5Z 96 Z5 2? 9 0 32 95 15 IZ Of 54 77 Zb // 92 96 99 Zb IZ Of 56 57 Zb 94 95 59 101 Zl IZ 09 5f 39 Zl 7? 99 Zk /04 29 IZ Of bo 19 Z9 bl /oo 99 101 29 IZ 09 bl 99 29 44 /o3 5/ no 30 IZ 09 63 ?o 3o 2? /o6 16 H3 31 12 Of 65 60 3l // lo 9 79 lib 3Z IZ 09 67 4 / 3/ 94 III 43 II 9 33 IZ Of 69 2/ 3Z 7? nk <07 /22 3 k iz Of 11 OZ 33 6/ /lb 7/ /25 35 IZ Of IZ 9Z 3k 44 Ilk 3k iZf 36 IZ Of 7k 63 35 2f IZ! 99 131 37 IZ Of 76 44 36 // !Zk 63 13k 39 IZ Of 19 24 36 94 / Zl Zb 131 39 IZ 09 fo 05 31 7? IZ9 91 Iko 4 o IZ Of 9i 95 3? bl I3Z 5k SECTIONS OF CULVERT i r\) Masonry in Single Box Culvert 2j4'x3)£-Opening N.Y.W.S.and B.RytDoubleTrack LENGTH I or CULVEin] HEIGHT or ENBANKT endwaujs] TRUNK PAVING TOTAL cu.yos. OU.YDS. CU.YOS. CU.YOS. 39 6 J 6 40 21 39 II 63 55 42 42 7 /6 40 29 91 JZ 57 52 79 6 5 9 /6 40 32 22 13 52 6Z /4 4* 9 /6 40 34 64 111- 46 65 56 31 10 /6 40 37 06 15 4/ 69 97 54 n /6 40 39 47 tb 35 72 /2 57 IZ /6 40 4/ 2 9 / 7 30 75 59 60 13 /6 40 44 3/ 12 24 79 95 6 3 /4 /6 40 4 6 72 /9 / 9 92 3/ 66 >5 /6 40 49 /6 2o /3 95 67 69 lb lb 40 5/ 56 Zi 07 99 03 72 n 1 6 40 J3 97 ZZ 02 92 39 15 If /6 40 56 39 ZZ 96 95 75 7? /9 /6 40 59 9/ Z3 9/ 99 /2 9/ 2 c Jb 40 6/ 22 24 95 /o 2 47 *4 2/ 16 40 63 66 25 90 105 94 $7 ZZ lb 40 66 06 Zb 74 io9. 20 9 o 23 lb 4o 6? 47 27 69 nz 56 93 26 lb 40 70 9? Z? 63 II 5 92 96 25 lb 40 13 3/ 29 57 II 9 2! 99 26 lb 40 75 72 30 52 / 22 6li loz 27 lb 40 72 /4 31 46 / 26 00 105 2 ? lb 40 ! 90 56 32 4/ / 29 37 io2 29 lb 40 2Z 97 33 35 /32 72 ill 30 lb 40 25 39 34 30 /36 P9 n 4 31 lb 40 S 7 2J 35 24 / 39 45 m 3Z lb 40 9o 22 36 / 9 /4 2 9/ iZo 33 ib 40 92 64 37 / 3 / 46 /7 IZ3 34 16 40 95 06 3? 07 /49 53 /Zb 35 lb 40 | 97 47 39 02 152 99 /Z9 36 16 40 99 *9 39 96 /5b 25 )3Z 37 Ib 40 IOZ 3/ 40 9/ 15 9 62 135 39 Jb 40 I01+ 72 6 / 95 /62 97 132 39 lb 40 107 /4 42 9o !bb 34 IU-1 40 lb 40 ro9 56 43 74 ' 169 70 SECTIONS OF CULVERT 6 . Masonry in Single Box Culvert 3x 4' Opening N.Y.W.S.and B Ry-DoubleTrack Ilength HE IGHt OF CULVERT 40 43 46 49 52 55 58 61 64 67 70 73 76 79 82 85 ?8 9/ 94 97 loo 103 /06 109 nz 115 1/8 izi 1Z 4 !Zl 130 133 136 139 OF EM0ANKT TRUNK CU.VOS 7 ? 9 10 II /Z 13 lb- 15 lb n i? 19 Zo Zl zz Z3 Zb Z5 Zb Zl 28 Z9 30 31 3Z 33 3b 35 36 37 38 39 bo Z 3 Z 3 9Z 9 Z Z3\9Z Z3 j 9Z Z3 ! 9Z Z3 Z 3 Z3 Z3 Z 3 Z3 Z3 Z3 23 Z3 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 23 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 92 39 UZ b5 b9 52 56 59 63 66 7 0 13 76 80 83 87 9 0 9b 97 101 10 b 107 / / / lib 118 12/ 125 128 132 135 Ob b8 93 37 8/ 26 70 15 59 ob b8 93 37 8/ 26 7o 15 59 Ob b8 93 37 8/ Zb 70 15 59 Ob b8 / 38\93 ibZ lb5 tb9 152 37 81 2 b 7o PAVING CU.VOS. TOTAL Cl/. VOS. SECTIONS OF CULVERT l 3 81 76 77 lb 93 8/ ■33 lb 04 85 89 11 15 90 bb 18 26 9b 99 19 37 99 55 20 b8 / ou \10 2! 59 108 66 22 70 113 Zl 23 81 111 77 2b 193 122 33 26 ob 126 89 21 15 131 bb 28 Zb 135 99 29 37 fbo 55 3o U8 lb 4 10 3/ 59 /49 66 32 70 I5b 2! 33 81 158 77 3b 9 3 i63 33 36 Ob lb 7 89 37 15 172 6b 38 Zb 17b 99 cr "A V T> I t . I 7 Masonry in Single Box Culvert 4'x 5’ Opening N.Y.W S and B.FW-DoubleTrack length or CULVERT HEIGHT OF EMBANKT END WALLS TRUNK PAVING TOTAL CU.YOS. CU : TOS. CUVOS. cu.yos. 41 8 4/ 27 J6 19 16 99 II 4 35 44 9 4/ £7 6/ 15 19 22 IZO 64 47 lo 4/ 27 6b II 19 J6 12b 94 JO II 4/ 27 7/ 07 20 89 133 23 5 3 IZ 4/ -37 7b 03 22 22 139 52 5b 13 4/ 27 90 99 23 56 IU5 92 J9 lb 4/ 27 95 95 24 99 152 1/ bZ 15 4/ 27 90 90 26 22 159 39 6J lb 4/ 27 95 9b 27 56 /6b 69 68 IT 4/ 27 ZOO 92 29 99 no 99 7/ 19 4/ 27 105 79 30 22 m 27 74 19 4/ 27 I/O 74 3/ 5b 193 57 77 20 4/ 27 U5 70 32 99 19 9 9b ?o 2/ 4/ 27 IZO 66 34 22 / 9b 15 83 ZZ 4/ 27 125 6/ 35 56 202 44 86 23 4/ 27 130 57 3b 99 2o9 73 89 Zlf 4/ 27 135 53 39 22 2/5 02 92 Z5 4/ 27 Iko 49 39 56 221 32 95 Zb 4/ 27 llf.5 4 5 40 99 227 6/ 99 21 4/ 27 150 4 1 42 22 233 90 tot Z9 4/ 27 155 36 43 56 24 0 19 /Olf. 29 4/ 27 166 32 44 99 Zb-5 4 9 107 30 4/ 27 165 29 46 22 25Z 77 no 31 4/ 27 HO 24 47 56 259 07 113 32 4/ 27 175 20 48 99 2 65 3b lib 33 4/ 27 190 lb Jo 22 27/ 65 II9 34 4/ 27 195 12 J/ 56 277 95 IZZ 35 4/ 27 190 07 J2 99 284 23 IZ5 3b 4/ 27 195 03 J4 22 290 52 / Z9 37 4/ 27 1 99 99 JJ 56 296 92 131 39 4/ 27 204 95 J6 99 3o3 II /34 39 4/ 27 Zo9 90 J8 22 309 39 131 4 o 4/ 27 2/4 96 59 56 315 69 SECTION5 OF CULVERT Masonry in Double Box Culvert t / 2*2 '/« Opening N.Y. W.S.anoB.Rv. 33o\«\>Ve Tlv.ycV. d LENGTH OF CULVERT HEIGHT OF EMBANK’! I END WALLS TRUNK PAVING TOTAL 1 CU.YOS. CU.YOS. CU.YOS. CU.YOS. 38 6 12 49 29 38 15 19 55 96 4« 6 IZ 49 31 9? 16 41 60 98 4/4 1 7 IZ 49 36 57 1 7 63 64 69 47 8 12 69 37 16 IS 95 6 ? 50 50 3 IZ 49 39 75 Zo or 72 31 5 3 to 12 49 42 35 Zl 30 76 14 56 II 12 49 44 94 ZZ 52 79 95 59 !Z IZ 49 61 53 23 74 93 76 62 IS 12 49 SO IZ 24 96 87 57 <*5 >4 12 49 52 72 Zb 19 91 40 6# IS iZ 49 55 3/ 27 61 95 21 7/ 16 IZ 49 57 90 29 63 99 oz 74 17 IZ 69 60 69 Z9 95 10 2 93 77 18 rz 49 63 09 31 07 106 65 JO •• a 49 65 6? 32 30 no 4 7 »S zo !Z 49 6 ? Zl 33 5Z 114 29- >6 2 ! IZ 69 70 86 36 74 119 09 »9 ZZ IZ 49 73 4b 35 96 IZI 9/ 82 ZS IZ 69 76 05 37 19 125 76 95 24 tz 49 79 64 39 61 129 54 8? ZS tz 49 9/ 23 39 63 133 35 101 Zb 12 49 S3 83 4 0 95 13 7 17 101 + 27 IZ 69 S'6 42 42 07 140 98 107 2 ? IZ 49 99 0 1 4 3 30 144 90 no 29 IZ 49 9/ 61 44 52 149 62 H3 30 !Z 49 96 20 45 74 I5Z 43 1/6 3/ IZ 69 96 19 4b 96 156 24 ns 3Z IZ 49 94 3? 49 19 I 60 06 IZZ 33 IZ 49 IOI 98 43 41 163 SS 126 34 IZ 49 104 57 50 63 167 69 128 36 IZ 49 10 7 lb 51 85 171 50 / 3/ 36 12 49 109 75 53 07 175 3/ 134 37 IZ 49 l/Z 36 56 30 179 /4 ITT 38 IZ 69 1/6 94 55 52 / 2 Z 95 140 39 IZ 49 II 7 53 5b 74 19b 76 >43 40 IZ 49 120 IZ 57 96 190 57 ‘-o c* C 1 w /Or 3 Masonry in Double Box Culvert £ /2X 3' Opening N.Y.W.S.ano B.Ry. Dou sle Track n length OF CULVERT HEIGHT cY EMBANKt END WA u_S TRUNK PAVING TOTAL CU.YOS. CUYOS. CUYDS. C« yds. 3 ? 6 15 34 33 37 16 7 fr 65 59 4/ 7 15 J4 36 3i n / / 69 76 44 9 15 34 39 Zb 19 44 74 06 47 9 15 34 42 Zo Zo 7? 72 32 50 to 15 34 44 IS zz // ?Z bO S3 11 15 34 4? 09 z 3 44 26 27 56 IZ /5 34 4/ 06 24 7 9 9/ 16 59 13 IS 34 43 99 Zb / / 95 43 62 III 15 34 46 93 Zi 44 99 7/ 65 IS 15 34 49 27 2 ? 7 fr /03 99 61 16 15 34 6Z 91 30 // /Of Zb 71 17 )5 34 65 76 3/ 44 / / 2 56 74 19 15 34 69 70 3'Z 7? lib 2Z 77 19 15 34 7/ 65 36 / / IZI IQ fro ZO 15 34 74 59 35 44 ) Z5 37 9j Zl 15 34 77 54 3b 7? !Z9 6 6 96 zz 15 34 fro 4fr 3 ? // 133 93 99 Z3 15 34 ?3 43 39 44 132 2/ 91 24 IS 34 fr6 37 6 0 7 fr 16 Z 49 95 25- 15 34 J? 3/ 42 // /6b 76 99 Zb 15 34 92 Zb 43 44 /5/ 06 10) Zl 15 34 95 ZO 44 7? / 55 3Z IOlf. Z? 15 34 9 fr /5 46 II 159 bO 707 29 15 34 101 09 47 6 6 36 39 75 34 /Zl 59 59 66 ZoZ 37 131 39 /5 34 130 56 6 0 72 zo6 66 160 4 0 . 15 34 133 62 6 2 ft Z/o 93 v> A. Masonry in Double Box Culvert 2 /a\3 /^Opening N .Y.W.S.ano B.Ry.— Dou bleTrack fo .ENGTH OF ulvert HEIGHT OF EM8ANKY ENDWAt.LS TRUNK PAVING TOTAL CU. YDS. CU YDS. Cl/-YDS. CU YDS. 39 6 20 58 4' 56 18 22 80 33 42 7 ZO 58 4 S 22 19 67 85 97 US 8 20 68 4 1 89 27 77 9o 58 u8 9 20 58 52 56 22 5b 95 70 si JO 20 58 5b 22 29 00 700 8 o Si* II 20 58 59 ?9 25 99 705 97 S7 12 ZO 68 63 5b 26 89 no 03 6 C 13 20 58 61 22 28 53 77 6 73 63 19 ZO 58 70 89 29 78 727 25 66 IS 20 58 74 5b 31 22 72b 36 69 /6 20 58 18 22 32 67 737 97 7 & 17 20 58 81 89 39 II 736 58 IS 78 20 58 85 56 35 56 797 70 78 78 ZO 58 89 22 37 00 796 80 u ZO Zo 58 92 89 38 99 157 9f 85 It 20 58 96 56 39 89 157 03 87 22 Zo 58 >OQ 22 91 33 7bZ 73 9 o 23 20 58 703 89 92 78 i 67 25 93 24 20 58 707 56 99 22 712 3b 96 25 Zo 58 III 22 95 67 111 97 99 2 b 2 o 58 1/9 89 97 // 782 58 !OZ 27 Zo 58 7/8 56 98 5b 187 70 10 5 28 Zo 58 122 22 50 00 7 92 80 /eg 29 ZO 58 725 89 57 99 79 7 9/ 77/ 3o 2 o 58 7 2 9 5b 52 89 203 03 775 31 2 o 58 133 22 59 33 208 13 //7 32 ZO 58 i 3b 89 55 78 2/3 25 120 33 2 o 58 tuo 5b 57 22 2)8 3b 723 3 4 20 58 /44 22 58 67 223 97 /Z6 35 20 58 /47 89 60 n 228 58 129 36 20 58 757 5b 6 / 5b 233 70 732 37 2C 58 155 22 63 00 23 8 58 736 3? 20 58 758 89 69 99 293 9/ 73 8 39 20 58 162 5b 66 89 299 03 7 U > 4 o 20 58 766 22 67 33 259 13 OT^ , y4» . >f* V Masonry in Double Box Culvert 15 3'x 4' Opening N.Y.W.S.andB Ry. -Dou 0 le Track / LENGTH OF culvert HEIGHT OF ENBANK'T. END WALLS TRunk PAVING TOTAL CU. YDS. CU.YDS. CU. YDS. CU. VOS. ko 7 30 9b 60 56- z/ 96 nz 36 4 3 2 30 9 b 65 72 Z3 69 /zo 4 3 4 6 9 30 9b 7/ II Z5 5/ IZI 52 49 /O 30 96 7 6 55 Z7 /3 135 53 5Z H 3o 96 9/ 72 Z? 95 151 59 55 !Z 30 96 27 // 30 57 152 65 52 !3 3o 96 9 Z 55 3Z 3o 155 70 61 19- 3o 96 97 72 35 oZ /6Z 76 64 !5 30 96 103 II 35 75 169 2 i 67 lb 30 9b 102 55 37 5b 176 ? 6 70 n 30 96 n 3 72 39 19 / 23 93 73 /2 30 96 1/9 II 50 9/ 190 92 76 /9 30 9b /Zl± 55 5Z 63 192 o3 79 ZO 3o 96 IZ9 72 56 35 ZOS 09 ?Z Z / 3o 96 135 II 56 07 ZIZ 15 95 ZZ 3o 96 /4 0 55 57 So z 19 ZO Xf Z3 30 9b 19.5 72 49 5 Z ZZ6 Zb 9 / ZLf. 30 96 151 II 51 Z5 233 31 94 Z5 30 ‘ 96 !5h 55 52, 96 ZUO 3b 97 Zb 30 96 Ibl 72 55 69 247 53 100 Z1 30 96 /67 // 56 5/ 155 4 9 103 Z? 30 96 nz 55 52 l 3 Zb! 53 /Ob Z9 30 96 177 72 59 25 Z62 59 /o') 3o 3o 96 123 II 6/ 57 Z75 65 nz 3/ 30 96 199 55 63 3o Z2Z 70 H 5 3Z 3o 9b !93 79 65 OZ Z2 9 7b 1/2 33 30 96 199 II 66 15 Z96 21 IZI 39. 3o 96 Z05 55 62 56 30 3 2b IZ5 35 3 0 96 Zq9 12 70 /9 3/0 93 / Z~7 36 30 96 Z/5 n 7 / 9/ 317 92 130 37 30 96 ZZO 55 73 63 3Z5 03 133 3? 30 9b Z%5 72 75 35 33Z o9 !3b 39 3o 9b Z3I 1/ 77 0 7 339 15 /39 4 0 3o 96 Z36 55 7? ' 2o 356 ZO | \ tsl ■A * * Masonry in Double Box Culyert 4x 5 ft.Opening N.Y.W. S.and B.Ry.— Dou b le Track 2 .2 ength OF ulvekt HEIGHT OF EtfBAtfK'T ENDVMLLS TRUNK PAVING TOTAL CUYDS. CUYDS CUYDS. CUYDS. 4/ 9 5/ 4? 97 20 27 49 tbb /6 44 9 5/ 4? 94 90 29 59 /75 97 47 10 5/ 4* ! 0 Z 59 3/ 70 /95 77 50 // 5/ 4* HO 29 33 9/ /95 59 53 IZ 5/ 4? HI 99 35 95 205 39 56 /3 5/ 4? /Z5 69 39 04 275 20 59 /4 5/ 4? 133 37 40 /5 225 00 62 /5 5/ 4? /4/ Ob 42 26 234 ?0 65 /6 5/ 4? /4 9 76 44 37 244 61 6 ? n 5/ 4? /56 45 4 6 49 254 4/ 7/ /? 5/ 4# /64 /5 49 59 265 22 7 4 /9 5/ 4? / 7/ H 5 o 70 274 02 77 £0 5/ 49 /79 5k 52 9/ 293 93 ?0 2 / 5/ 4? / 97 25 54 95 293 44- 9J 22 5/ 49 /94 93 57 04 30 3 45 96 25 5/ 4* 202 62 59 /5 3/3 25 ?9 24 5/ 4? 2/0 3/ 6 / 26 323 05 92 25 5/ 49 2/9 o / 63 37 332 96 95 26 5/ 4? 225 70 65 49 342 bb 9? 27 5/ 4? 233 40 67 59 352 47 /o/ 2 ? 5/ 49 24/ 09 6 37 40 5/ 49 335 43 95 04 479 95 -I A *3 3T }cj .f r-f 3 - Masonry in Arch Culvert Exclusive of Foundation N.Y.W.S.and B.Ry-DoubleTrack le HEIGHT OF EMBANK’T. LENGTH between PARAPETS CUBIC YARDS 10 34- to 4 0 1 \ 37 94 37 12 ko 9? 33 13 U3 9Z 30 16 Ub 96 Z7 15 49 / 00 Z3 16 52 /Ok 10 ' n 55 to 8 17 1? 58 HZ 13 19 61 lib 10 10 64 IZO 07 Zl bl tzu 03 ZZ 70 iZt 00 Z3 73 131 97 Zk 7b 135 93 Z5 79 13 9 90 Zb 82 / 43 81 21 9 5 / 47 93 Zt it ISI 90 Z9 9/ 155 77 30 94 159 73 31 97 163 70 3Z too 167 67 33 lo3 111 63 3k /ob 175 bO 35 to 9 17? 51 36 HZ 193 53 37 US I? 7 50 3? lit 191 47 39 / Zl I9S 4 3 UO 1 Zk 199 4 0 ki iZ7 Z 03 37 kZ 130 207 33 k3 133 21/ 3o 44 13b Zl5 Z7 US 139 2/9 23 U6 tkZ ZZ3 20 47 / kS ZZ7 n 4 1 IU8 Z3i 13 49 151 Z35 10 SO l5k Z39 07 SI 157 Zk3 03 sz Ibo 247 00 S3 163 Z50 97 5k l bb Z5k 93 55 169 259 90 5b HZ Z6Z 97 J7 175 Zb 6 93 St 179 270 to 59 191 27k 77 60 Itk Zlt 73 bl 19 7 ZiZ 70 bZ /9o Z9b 67 63 193 29 o 63 bk / 9b 294 60 -6 Ft. Span AREA or BENCH WAULS , ARCH % SPANDRELS -- 33.?*b°FT. - PARAPETSvWIN6S=35M CU.YOS Masonry in Arch Culvert Exclusive of Foundation NY.W.S.ano B.Ry- DoubleTrack 2 3 37 Ikl 35 Ik 4 0 lk2 22 IS 43 155 10 lb kb 161 97 n k9 16? 2k if 5Z 175 72 19 55 122 59 zo 52 129 47 21 61 196 34 zz 64 203 22 25 67 210 09 2k 7 0 Zlb 97 25 73 223 9k Zb 76 230 71 27 79 237 59 29 2Z 244 kb 29 25 25/ 3k 30 22 259 21 3/ 91 265 09 32 94 27/ 96 33 9i 27 2 *k 34 100 Z25 7/ 35 10 3 292 59 3b 106 299 kb 37 /Q 9 30b 33 39 //£ 313 21 39 II5 320 02 4 o /If 32b 9b 4/ IZI 333 93 42 IZk 3k0 71 43 IZI 347 52 44 130 35k 4 5 44- 133 361 33 46 136 362 ZO 47 139 375 02 4 9 IkZ 321 95 4? Ik-5 322 23 SO Ik2 395 70 SI 151 uoz 59 52 15k Uo9 4 5 S3 151 4/6 32 5k 1 bO 423 20 55 163 4 30 07 56 166 436 95 57 16 9 443 22 59 HZ U50 70 59 1 75 U51 57 60 172 Ubk 4 5 61 121 47/ 32 bZ 12k 47? / 9 63 I2J 4 25 or 64 ! 90 49/ 94 65 193 49 2 22 66 1 96 505 69 8 Ft. S pan AREA of BENCH WALLS, AECKmio SPANDRELS - ■ 6l.fe“FT. - ~ PARAFETSanoWINCS- 36.^lCUY0S. Masonry in Arch Culvert Exclusive of Foundation NY.W.S.and B.Ry.-DoubleTrack > Masonry in Arch Culvert Exclusive or Foundation N.Y W.S and B.Ry-QoubleTrack Masonry in Arch Culvert '* Exclusive of Foundation NY.W.S.ano B.Ry-DoubleTrack s £ ♦ fc - Masonry in Arch Culvert Exclusive OF Foundation NY.WS.and B Ry-DoubleTrack 36 . HEIGHT OF EMBANK’T. LENGTH ftcrwccN PARAPETS CUBIC YAROS 22 36 505 11 23 37 52? 12 2-4 60 55l 01 Z5 43 51k 02 2b 66 596 96 27 43 6/9 91 zs 52 662 2b 21 55 665 91 30 St 6?? lb 31 61 7// 10 3Z 66 736 65 33 67 757 60 34 10 79C 55 33" 13 to 3 69 36 76 926 66 37 79 869 39 38 ?Z 912 34 31 95 295 29 ko n 9/f 23 Ul 9/ 96/ /? 4 2 96 964 /3 63 97 987 0? 46 too /O/O 02 4 5 103 /0 32 97 kb 1 ob 1055 92 67 10 9 1019 87 4 8 /12 not 82 49 H5 nzk 16 50 lit nui 11 3/ 121 mo 66 52 !2k m3 6/ 53 121 12/6 55 54 130 1231 50 55 133 1262 45 56 136 1295 uo 51 / 39 1302 35 5f fUl 1331 29 59 165 /356 26 60 Ik? 1317 /9 6/ fSI IkOO lk bZ /5U /623 02 63 157 Ik kb 03 6k IbO IU69 98 65 163 tk9l 93 66 166 151k 99 67 / 69 1531 22 6? H2 15 bO 77 69 115 1593 12 7 0 179 1606 67 7/ Itl 1629 61 71 /?4 16 52 56 73 127 1675 51 76 no 16 9$ kb 15 1 93 112/ 4/ 76 I 96 Hkk 33 IT Ft.Span.- fHONT ELEVATION AREA or BENCH WALLS. ARCHv; SPANDRELS - -ZOb.il Sc, Ft.- - PARAPETS ahsWIN GS- ZUS.rh CU YDS. Masonry in Arch Culvert Exclusive of Foundation NY.W.S.anq B Ry.-QoubleTrack 2 $. HEIGHT or EMaAfU'T. LENGTH St-nNiE* PARAPETS CUBIC YARDS zs 34 6?? 52 Zb 37 7 19 32 27 60 74? 12 Zf 43 777 93 29 46 807 73 30 69 837 53 31 5Z ?67 33 31 55 997 >3 33 59 9 Zb 93 34 6/ 95b 73 35 64 996 53 36 67 101 6 33 37 70 1066 16 31 73 1075 94 39 7 6 1105 74 UO 19 7/35 54 4/ 9Z 1765 36 4 Z 95 7/95 16 43 99 72/26 % 44 91 7Z54 74 65 96 729 4 54 46 97 73/6 35 47 ZOO 7366 75 4? IO 3 1373 95 49 106 1403 75 50 109 1433 55 51 i/z 1663 35 5Z H5 7693 15 53 //f 1521 95 54 IZI 7552 75 55 726 7592 56 06 721 7blZ 36 57 130 1661 16 5? /33 767/ 96 59 7 3b 7701 lb 60 139 173/ 56 61 JUZ 7767 36 62 145 1791 16 63 149 7920 96 64 151 1950 77 65 154 1990 57 66 15 7 1910 37 67 !60 I960 ll 6f 163 7969 91 69 766 / 999 77 70 769 Z0Z9 51 7/ nz 2059 37 71 ns 2/099 n 73 179 2U9 99 74 191 2/69 19 75 794 2179 59 76 197 2209 3? 77 790 2239 19 79 7 9 3 2267 99 79 79 6 2297 79 MASONRY IN BRIDGE ABUTMENTS - I NC *- U P»*6 3fT. Founoatioh - - N.Y.W.S.ano B.Ry.-DoubleTrack:- io. F*. Cu-YAs # 30 6 38 7 *7 8 S7 9 sb /o 79 // ?A /A /o 6 /3 /Af /¥ /0 7 /S /<5~¥- /6 /7 3 '7 /yj / 8 A/M '9 A3 6 M3m- *7 ¥67 A8 J~om- A9 s mz, Oo S8A 3/ 6A3 3A 666 33 J/A 3*f- 7^9 OS 807 36 8SB *7 9" 08 J 6 S *9 / 0Zj3 MO / 083 V* //MM MA /A 07 ¥3 /A 76 MM /3m-/ vs /M// ¥6 /¥&¥ *7 a V 8 /ssy /636 V? /7/ 6 /TO / 79 a «5V /683 *97f J3 JL 06 / SO- A/S3 ss AAM-9 tT 6 A3mj S7 Ah ¥6 S 8 ASS'/ sy A 6 sy 6 o A 767 &ASE THICKNESS OF ABUTMENT AT TOP Of FOOTING- -COURSES, IS */lO Of HEI0HT TO SO&-QRAPE.- — MASONRY IN BRIDGE ABUTMENTS.— P. /. JPr Ci4.12a y 2,8.6 6 3 6 7 44 6- 8 64.6 9 66 JO 7 6.6 // 8? 42/ / OJL.6 JO 7 / 7.6 /* J33 /O' J 6 O .6 j6 / 6 8.6 J7 788 JS Aof '9 A3J A-O A6if..S A,/ *79 AA 3 06.6 A3 333 *4- 3 61.6 AS- Of A 4Ai/..S *7 468 A8 4f3 63 0 3o 668.6 3/ 6>Of A2, 66/ 33 *>94-6 *4 740 3s~ 7 e 7 3b 836.6 37 86

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