RECAPITULATION.

B

0° 42′ 10° 48'

Dist.

10 10 20 210 30 310 40 50 6o Distance. Total Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Dist. Straight Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Line. 8185.5 7162.5 57.30 3820 2865 229,2 1910 1637 1432,5 1146 955

Distance.

Miles.

23.959

54.014) Westfield to N. Y. Line.

0.7765

0.1610

8.424 Con. River to Westfield.

1.079 1.117 7.06410.2651| 6.81810.4450 5.24610.3551| 4.432 1.136) 3.163] 0.7433 0.7007 0.5397

1.079 1.117 7.8405 0.2651 7.5613 0.4450 5.407 0.3550 5 13271 6757 3.163|

4.438
28.397

62.438 Total Con. River to N. Y. Line.

Synopsis of estimated cost of Grading and Bridging North Route from Tekoa mountain to the State line.

Station.

Length.

¡Ascent
Total of
length. Grade.

De. Total Elev. of Elev. of Grade

per

Excavation, Cubic yards.

Con.

above

mile

Feet. Miles.

Miles. Feet.

Feet. Feet. Feet.

From 872

River Ct. R.
Bench. Bench.
180.5197.426|

Earth.

Rock. L. Rock

Feet.

Masonry. Perches
Emlank. Bridg-
Grub-
ment, es. Abut- Culverts bing.
Cub. yds. length ments & & side.
Feet. Piers. walls. Feet.

Dolls. Cts.

814.5 802.10 77.20 36845.62 25488.22 1144.5 1143.48 82.18 113115.19 62553.6344322.78 156136.66 90016958.30 484.80 4170164440 9 1149.51146.99 22.00 5129.11 50 204.00

1374.5 1400.00 71.56 144463.04 106204.49 5849.15 349854.30 *300 5063.20
24502.73 25 127.60
17864.02 721 238.80

road bridge at sum-
mit.

2433 82
152772 211 Highest point at
14678 42 Washington summit
is 1418.776 feet above
7567 45 Con. River Bench, or
16217 81 1438.776 feet above
3870/14 ordinary low water.
$3828,74 included
43316 60 for piling, &c. thro
39282 96 Hinsdale meadows.

to 904 3200 0.606

955 5100 0.965 1.571
1031 7600 1.439 3.011 40.00 49.00
1080 4900 0.928 3.939 10.00 59.00
1220 14000 2.651 6.590 72,50 131.50
1411.5 19150 3.626 10.217 120.00 251.50
1490 7850 1.486 11.704 46.50 298.00
1587 9700 1.837 13.541 76.00 374.00,
1677 9000 1.705|15.246 122.00 496.00
1704 2700 0.511 15.757 28.00 524.00
1724.9 2090 0.396 16.153 32.50 556.50
1778 5310 1,005 17.158 77.50 634.00
1990 21200 4,016 21.1741330.00 964.00|
2009 1200 0.227 21.301 5.00 969.00]

2168 16600 3.144 24.545 225.00 1194.00
2220 5200 0.984 25.529 17.50 1211.50]
2272 5200 0.984 26.513
2372 10000 1.894 28.407)
2414 4200 0.795 29.202

2514 10000 1,894 31.096 2698 184003.485|34.581

189.5 192.039 14.85 23780.26)
179.445 level. 20284.69
229.5 222.692 27.78 39064.18
239.5 243.043 10.77 29643.10
312.00 305.073 27.34 108321.55|
432.00 433.760 33.09 71402.43
478.50 471.50 31.27 8683.87
554.56 560.25 41.36 19789.98
676 30 655.50 71.57 1900.89
704.50 672.33 54.77 11952.20
737.00 726.25 81.71

1392.0 1418.77 17.76 44949.60
20.50 20.50 1371.5 1367.50 22.00 20837.40
1.50 22.00 1370.0 1370.00 .79 56227.85
10.00 32.00 1360.0 1371.90 12.57 15789.72
135.00 167.00 1225.0 1225.30 71.28153292.08
285.00 452.00 940.0 922.25 81.78 17530.29

8120.70

4658.50
2421.27

609.19 19477.00 15488.80

11552.51167823.08

17920.16 10158.32

Total cost of which is $1,144,637.16, keeping open the Pontoosuc Turnpike, averaging per mile,

Second Line from Sta. 1080, east side of Westfield River, to Chester Village.
42.
282.00 278.50 25.78 52851.27 2600.00

174953.28

49776.05

149297.07 220 3105.00

415.40

3600 75333 83

1400

$993.35

1002.35

900

1010.35 1012.85

250

435

1056.10

1900

1625

TABLE OF CURVES-Continued.)

Stations.

Rad.
Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad. Rad
Rad. Rad. Rad.
Rad., Rad.
10 10 10 10 20 20 30 30 30 30 40410 40 50 50 50
5730 4584 3820 13274.281 28652292

1910 1763 1637.1 1528 1432.5 1348.23 1273.3 1146 1041.8 996.52

955

882 820

764 8595

REMARKS.