. Railroad structures and estimates . B+6. K this base does not area fop piling re-C[uired, the area may be in-creased by steps as shown, bydotted lines, minimum distancec. to c, pileB=26Distance c. of pile to edge ofmasonry = l load per pile=40,000lbs. Fig. 19d. Quantities, Cubic Yards in One Pier without Cutwaters for 100 Ft. Through P. G. Spans. A = 24 0. T. Width B 6 0 7 0 8 0 9 0 10 0 11 0 12 0 12 74 85 96 107 118 129 139 14 86 99 112 125 137 150 163 16 99 114 129 144 159 173 188 18 113 130 147 163 180 197 213 20 127 146 164 183 201 220 238 22 141 162 182 203
. Railroad structures and estimates . B+6. K this base does not area fop piling re-C[uired, the area may be in-creased by steps as shown, bydotted lines, minimum distancec. to c, pileB=26Distance c. of pile to edge ofmasonry = l load per pile=40,000lbs. Fig. 19d. Quantities, Cubic Yards in One Pier without Cutwaters for 100 Ft. Through P. G. Spans. A = 24 0. T. Width B 6 0 7 0 8 0 9 0 10 0 11 0 12 0 12 74 85 96 107 118 129 139 14 86 99 112 125 137 150 163 16 99 114 129 144 159 173 188 18 113 130 147 163 180 197 213 20 127 146 164 183 201 220 238 22 141 162 182 203 223 244 264 24 156 179 201 223 245 268 290 26 171 196 220 244 268 292 317 28 187 214 240 266 292 318 344 30 203 231 259 287 315 343 372 32 220 250 280 310 340 370 400 34 237 269 301 333 365 397 429 36 254 288 322 356 390 424 458 38 272 308 344 380 416 452 488 40 290 328 366 404 442 480 518 42 309 349 389 429 469 509 549 44 328 370 412 454 496 538 580 46 348 392 436 480 524 568 612 48 368 414 460 506 552 598 644 50 388 436 484 533 581 629
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Keywords: ., bookauthororrockjohnwilson1870, bookcentury1900, bookdecade1910
