500 To. 1500 300 750 7711910. 1800 771 789 1273.3 1800 794 800 600 816 822 1432.5 600 824 837 1500 4001057060 600 No. 7, Ryan Sum. Route. 600 104/1020/1146. 600 2400 1057 1070 1100 700 No. 8, Grout Sum. Route. 840 845 5730. 849 854 No. 1, Ryan Summit Route. TABLE, EXHIBITING THE RADIUS OF CURVATURE, AND AGGREGATE LENGTH OF CURVES IN EACH ROUTE. From To Radius Cur. Recapitulation. Sta. Sta. Ft. Ft. From Rad. | Cur. From. To. Rad. Cur.From. To. | Rad. | Cur. Rad. | Rad. Rad | Rad. | Rad. Rad. Rad Rad. | Rad. Rad. | Rad. No. 1, Ryan Sum. Route. 931 933 19.0 20046054/1432.5 800 No.10, Grout Sum. Route, 716.2|1041.8|1146|1273.3|1432.5|1637|191012292 2865138201 5730 938 942 1432.5 11 51146 949 962 26 31 2292 500 981 987 2865 61 80 1800 1003 1009 2292 151 156 5730 500 1029 1053 210 220 1432.5 1000 1064 1075 1432.5 240 247 700 1091 1098 323 329 1910 600 1107 1110 1637 333 335 200 1119 1122 340 345 " 500 361 390 2865 2900 390 396 1273.5 600 No. 2, Ryan Sum. 15 25 5730 397 408 66 300 1300 300 488 506 2865. 1800 861 598 612 1637.1 1400 870 400 Route. 11000 626 632 2292. 600 661668 1432.5 680 687 2865. 66 863 1637. 879 1041.8 700 920 932 700 1100 415 436 1432.5 2100 446 456 109 116 2865 300 11000 | 500 1700 1181001 60012500 5300 8600 800 500 885 894 1432.5 900 1200 942 945 1273.3 300 946 959 1146. 1300 500 1400 959 964 2865. 771 785 1432.5 830 845 2865. 1500 983 1007 1146. 2400 885 891 16400| 600 | 2500 53000 5200 1000 500 189001 60012100153001 7900 18001 500 No. 6, Ryan Summit Route. 1000 500 1700 117900| 600|5800|2300|11900118001100 No. 7, Ryan Summit Route. 768, 771 700 66 1000 178 189 1910 No. 3, Ryan Sum. Route 600 1021 1027 1910.600 586 591 " 500 449 4511432.5 200 891 899 1432.5 461 465 1146 400 400 899 908 716.2 800 1027 1032 5730.500 900 1032 1035 300 625 629 1910 600 474 484 1273.3 1000 908 918 1432.5 1000 1035 1041 1910. 600 659 677 3820 1800 487 494/1432.5 700 918 922 2865. 400 1075 1031 698 712 1432.5 1400 No. 5, Ryan Sum. Route. 922 946 5730. 2400 1109 1116 1432.5 700 1000 1240011700 17.500 600 2500 2900 8600 18001 500 1000 1126 1135 700 No. 8, Grout Summit Route 790 801 1432.5 1100 883 887 400 1063 1083 1637. 806 812 823 827 2865 842 845 860 869 1432.5 900 909 920 872 876 1910 400 920 926 5730. 600 886 890 1432.5 400 926 946 2865. 2000 No. 9, Grout Sum. Route. 893 896 2865 300 946 956 1432.5 1000 481 491 2865. 903 910 1432.5 700 956 986 1910. 3000 519 528 918 922 400 996 1001 500 563 571 923 931 " 800 1010 1025 1432.5 1500 583 607 1432.5 2400 1110 1117 2865. Route 1143 1149 1432.5 300 640 656 1910. 1600 900 500 1700 13900 1800 20001290010700 12900 1100 1173 1192 1900 656 660 5730. 400 666 677 1100 1 2030 45 50 55 60 65 70 70 75 Miles. Bridging. 2 784 0.284 1.192 1.079 16.213 21.439 670472 10 1.761 0.872 Sum. Grade of GRADE. ROUTES. above do. above B. & W. B. & W. 0 to R. R. R. R. 10 ft. 35 40 Total Total cost length. of Grading and REMARKS. 35 40 45 50 55 60 65 No. 1, Ryan Summit Route. 452.41 420. 2.784,0.284/1.192 17.179 No. 2, Ryan Summit Route. 452.41 420. 2.462 0.284 1.192 16.213 1.117 21.439 72274660 No. 3, Ryan Summit Route. 452.41 420. 21.553 694141 60 No. 4, Ryan Summit Route. 452.41 427.5 2.784 0.284 1.192 17.179 No. 5, Ryan Summit Route. 452.41 420. 2.784 0.284 1.192 17.254 No. 6, Ryan Summit Route. 452.41 420. (2.784 1.439 14.216 2.015 No. 7, Ryan Summit Route. 452.41 420. 2.784 0.294 0.984 17.302 21.514 716858 80 20.454 653239 60 21.354 697921 80 No. 8, Grout Summit Route. 445.75 430. 2.784 1.288 2.519 2.159 8.826 0.996 1.591 No. 9, Grout Summit Route. 445.75 430. 2.784 1.298 2.519 1.004 9.091 2.708 1.591 21.894 602292 30 21.857 601523/00 No. 10, Grout Summit Route. 445.75 430. 4.659 0.284 1.875 4.905 6.402 No. 11, Morey Summit Route. 472.76 435. 2.784 0.284 1.192 1.212 12.785 3.333 0.587 1.534 22.045 717955 00 0.757 20.548 655994 10 REPORT UPON THE SURVEYS BETWEEN WORCESTER AND SEVEN MILE RIVER IN BROOKFIELD, VIA HENSHAW RIDGE, &c. Worcester, Sept. 30th, 1836. TO THE PRESIDENT AND DIRECTORS OF THE WESTERN RAIL ROAD CORPORATION. GENTLEMEN, IN obedience to the Resolution of the Board of Directors of the 24th August, directing certain additional surveys to be made, we have the honor to state that the same have been completed, and herewith we submit a Report, together with the necessary Maps, Tables, &c. exhibiting the results. From Worcester towards Grout's Summit, two routes, in the general direction of Mr. Baldwin's line have been surveyed. The first of these we designate as No. 13, being a continuation of the numbers referred to in the Report of the 15th September. This line diverges from Route No. 1, at Station 62-it crosses from thence to the west side of Beaver Brook Valley, and pursues the hill side, towards Barnard's house; thence across to the ridge west of Jones's tavern; crossing this ridge near Williams's, and Kettle Brook near Wordsworth and Fowler's satinet factory, it falls upon the side hill south of Kettle Brook, and continues its course up that brook by a line nearly straight, to Henshaw ridge, thence turning a little south of west, it crosses Henshaw meadow, and falls upon the main Leicester ridge; pursuing the foot of this ridge, until it turns it at Livermore's, thence it regains a course corresponding more nearly with the proper direction of the route; and crossing the Saddler meadow, and a part of Haven's saw-mill pond, it continues by Kingsley's and falls into Route No. 8, at Station 602 of the same. The second of these lines, (Route No. 14,) leaves the Boston and Worcester Rail Road at Station 0, passing south of Powder House Hill, and the Manual Labor School, it crosses the Springfield road, near S. S. Gates's, and thence descends 19 ft. to Tatnick Brook valley; thence pursuing its course west, it crosses the Ryan summit line (Route No. 1,) at the sand hill, near New-Worcester; thence, instead of crossing the ridge north and west of Jones's tavern, it passes in front or south of his house, and turns it; crossing the Bottomly factory stream near Eldridge and Parson's woolen factories, it continues by the south side of the same, to Station 226 of Route No. 13, before referred to, from thence to 602 of Route No. 8, it is the same as Route No. 13. The description of Route No. 8 from Station 602 above mentioned, to Grout's summit, will be found in the report of 15th September. From Grout's Summit west, towards Brookfield, two lines were carried down in the general direction of Mr. Baldwin's, and three others were attempted in other directions. The best of these has been selected to make the computations upon. It is represented in the accompanying profile, and numbered Route 13. This line passes down from the summit towards Jesse Bemis's, south of whose house it crosses the Spencer road; thence turning a point of the rocky ridge, N. W. of Bemis's, it follows the side hill and descends at a grade of 79.20 to Sylvester Luther's; at this point it is thrown out of its course by the prominent hill north west of Luther's house; thence it passes north of the hill upon which Warren Livermore resides; thence turning to the south west it descends to the valley of Seven Mile River, near to its junction with Cranberry Meadow Brook; from thence at a moderate grade, it follows the general course of the stream, crossing it three times, to avoid unnecessary curves, and terminates near Station 1132 of Route No. 1, in the Sturbridge road, west of Gallup's mill. No. 15. Route by an Inclined Plane from Grout's Summit to the valley of Cranberry Meadow Brook. The rocky ridge north west of Jesse Bemis's, referred to in the description of the last route, prevents, effectually, the passage of a line from Grout's Summit, in the direction of the Seven Mile River; and the only practicable line by which the descent by an inclined plane is to be effected, is by the valley of Livermore Brook; this is a branch of Cranberry Meadow Brook, and flows in a direction about west south west. The course of the latter stream being here nearly north, a great deflection at the foot of the plane is obviously the consequence, viz. something like 120°. Were it not for this circumstance, the plane could be carried quite down to Cranberry Meadow Brook, and by this disposition, the whole descent would be effected. To obviate the difficulty of introducing an abrupt curve at the foot of the plane, it is necessary to begin to deflect before reaching Cranberry Meadow Brook; and at the same time, it is, for a similar reason, also necessary to throw the line upon the side hill west of this brook. The plane itself is straight, 3800 ft. in length, and descends at a grade of 194.50 per mile. At the foot of the plane the curve of 1041 ft. radius commences; thence for a distance of 7300 ft. the grade is about 86 ft. per mile. From thence to Station 1132 of Route No. 1, nearly two miles, the whole descent is but 10 ft. This line unites with Route No. 13 near the junction of Cranberry Meadow Brook, and Seven Mile River. The accompanying Tables, marked A. and B. will exhibit every detail of these three routes-length, grade, cutting, filling, cost, &c. &c. For the present purpose, it will be sufficient to enumerate here the essential points to be considered in the comparisons which are to be made. Referring to the general table, it will be seen that upon Route No. 14, there is 1.68 miles of this line, on the east side of the summit, which ascends 111.53 per mile, and when we state that the whole length of the line to Brookfield is about the same as Mr. Baldwin's, it may be asked why the grade of 80 ft. had been exceeded in ours, while |