HIGHWAY BONDS. 



89 



Table 



29. * — Table showing cost elements of water-bound macadam roads for years 

 1908-1911— Continued. 



Location. 



Length 

 (feet). 



Width 

 (feet). 



Total cost 

 of work. 



Percentage of 

 cost. 



Drain- 

 age 

 and 



grad- 

 ing. 



Surfac- 

 ing. 



Cost per mile of equiva- 

 lent 15-foot -width. 



Drain- 

 age 

 and 

 grad- 

 ing. 



Surfac- 

 ing. 



Total. 



1909— Continued. 



6,340 



15, 950 



620 



Keyport, N. J 



Perm's Grove, N . J 



Terr ill (1), N. J 



Green Brook, N. J I 6,120 



Washington Valley, N.J ; 10,940 



Frankford, N. J , 18,240 



Morris, N.J ; 6, 180 



New Brunswick, N. J ; 3,960 



1910. 



Augusta, Me 585 



Bath, Me ! 1,680 



Biddeford, Me : 1,324 



Brewer, Me 1,500 



Calais, Me I 1,400 



Caribou, Me 773 



Dover, Me ' 455 



Fort Fairfield, Me ' 832 



Freeport, Me ' 700 



Hallowell, Me-. : 437 



Houlton, Me 1,400 



Jay, Me ! 1,150 



Oldtown, Me | 1,005 



Rumford,Me 4,320 



Berwick, Me ! 800 



1911. 



Brunswick, Me ' 1,300 



333 



500 

 1,700 



Caribou, Me. 

 Hallowell, Me. 

 Houlton, Me... 

 Oldtown, Me. . 

 Rumford, Me.. 

 Wilton, Me.... 



1910. 



Ringoes, N. J 



Asbury, N. J 



Main Street, N. J. 

 Frankford, N.J... 



1911. 



Smalley's Corner, N.J 



Brunswick, N. J 



Yardville, N. J 



Greater Cross Roads, N.J. 

 Buttzville, N. J 



Total and weighted 

 averages 



1,125 

 1,200 



21,550 



5,280 



68, 800 



18, 250 



16, 860 

 5,340 

 18, 000 

 10, 470 

 19, 420 



$16, 850. 21 

 26, 599. 42 

 1,014.17 

 12, 469. 55 

 26,714.22 

 34,747.92 

 11,210.09 

 10, 246. 74 



831. 12 

 370. 50 

 625. 50 

 996. 84 

 625. 53 



234. 00 

 222. 56 

 487. 00 

 230. 74 

 240. 90 

 252. 00 



235. 56 



821. 93 

 227. 56 



016. 94 



1,836.82 

 1, 406. 24 

 1,080.00 

 2, 667. 10 

 1,829.07 

 2,604.47 

 1,311.21 



36, 425. 67 



7, 500. 00 



15, 810. 67 



34, 747. 92 



22, 759. 49 

 10, 450. 65 

 32,396.84 

 20, 633. 71 

 31,371.99 



53.7 

 20.5 

 21.8 

 43.8 

 60.4 

 47.7 

 50.1 

 46.7 



4.4 

 31.5 

 18.9 

 39.9 

 39.9 

 44.9 

 23.8 

 49.7 

 33.9 

 17.2 

 33.4 

 19.0 

 32.6 

 25.6 

 27.0 



25.7 

 30.4 

 19.2 

 21.5 

 42.9 

 18.5 

 28.7 



31.6 

 34.4 

 43.2 



47.7 



24.1 

 15.4 

 15.5 

 29.6 

 37.6 



46.3 

 79.5 

 78.2 

 56.2 

 39.6 

 52.3 

 49.9 

 53.3 



95.6 

 68.5 

 81.1 

 60.1 

 60.1 

 55.1 

 76.2 

 50.3 

 66.1 

 82.8 

 66.6 

 81.0 

 67.4 

 74.4 

 73.0 



74.3 

 69.6 

 80.8 

 78.5 

 57.1 

 81.5 

 71.3 



68.4 

 65.6 

 56.8 

 52.3 



75.9 

 84.6 

 84.5 

 70.4 

 62.4 



$7, 070 

 1,690 

 2,010 

 5,050 

 8, 510 

 5,140 

 4,500 

 5,980 



240 

 1,760 

 1,410 

 1,050 

 1,740 

 3,810 

 1,410 

 2,200 

 2, 250 



990 

 1,930 



770 

 2,230 

 1,270 

 1,300 



1,370 

 2,210 

 1,640 

 1,270 

 3,530 

 1,480 

 1,180 



3,020 

 2,770 

 5,620 

 5,140 



1,890 

 1,490 

 160 

 3,300 

 3,430 



$6, 100 

 6, 560 

 7,200 

 6,470 

 5,570 

 5,640 

 4,480 

 6,830 



5,110 

 3,830 

 6,070 

 1,590 

 2,630 

 4,670 

 4,500 

 2,220 

 4,380 

 4,770 

 3,850 

 3,230 

 4,600 

 3,690 

 3,500 



3,950 

 5,060 

 6,910 

 4,640 

 4,700 

 6,500 

 2,920 



6,540 

 5,270 

 7,380 

 5,630 



5,960 

 8,200 

 860 

 7,850 

 5,700 



S13, 170 

 8,250 

 9,210 

 11,520 

 14,080 

 10, 780 

 8,980 

 12,810 



5,350 

 5,590 

 7,480 

 2,640 

 4,370 

 8,480 

 5, 910 

 4,420 

 6,630 

 5,760 

 5,780 

 4,050 

 6,830 

 4,960 

 4,800 



5,320 

 7,270 

 8, 550 

 5,910 

 8,230 

 7,980 

 4,100 



9,560 

 8,040 

 13,000 

 10, 770 



7,850 

 9,690 

 1,020 

 11,150 

 9,130 



8, 688. 00 



63.11 3,400 



5,815 



9,215 



i See footnote 1, Table 28, p. 86. 



2 Miles. 



