88 



BULLETIN 136, IT. S. DEPARTMENT OF AGRICULTURE. 



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



1908-1911. 



No. 



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. 



and 

 grad- 



Surfac- 

 ing. 



Total. 



1908. 



Augusta, Me 



Biddeford, Me 



Brewer, Me 



Calais, Me 



Caribou, Me 



Farmington, Me 



Gardiner, Me 



Houlton, Me 



Jay, Me 



Saco, Me 



Sanford, Me 



Skowhegan, Me 



South Portland, Me 



R iverdale, N . J 



Westwood, N. J '. 



Franklin, N. J 



Summit, N. J 



Lumber ton, N. J 



Westfield, N. J 



West Faii-field, N. J 



Westville, N. J 



Harrison Street, N.J 



Watchung, N. J 



High Street, N. J 



Whitehouse, N.J 



Etra, N.J 



Brunswick, N. J 



Colonia, N.J 



Cranbury, N. J 



Livingston Avenue, N. J . . . . 

 Main Street,AVoodbridge, N.J 

 State St., Perth Amboy.N. J. 



River Road " A," N. J 



River Road "B," N.J 



Jamesburg, N.J 



Manalapan, N. J 



Rumson Road, N. J 



Eatontown (2d), N. J 



Allentown, N. J 



Midvale, N.J , 



Macopin, N. J 



South Bound Brook, N. J. . 



Dead River, N. J.J 



North Broad Street, N. J . . . 

 TerrillRoad, N. J 



1,800 



1,800 



1,300 



2,100 



670 



1,000 



1,600 



2, 000 



1,000 



866 



2,400 



1,900 



640 



26, 240 

 6, 260 

 8,400 

 9,770 

 2, 000 



16,470 



11,160 

 7,750 

 6, 860 

 4,650 

 5,240 



34, 190 

 6,280 



19,540 

 8,400 

 5, 300 

 5,910 

 9,240 

 7,180 

 8, 760 



15, 620 



15, 100 

 1,400 

 4,010 



17,480 

 5,040 



16, 530 

 9,820 



11, 8S0 



11,190 

 5,050 

 5.300 



1909. 



Brewer, Me 



Calais, Me 



Camden, Me 



Caribou, Me 



Dexter, Me 



Eden, Me 



Gardiner, Me 



Houlton, Me 



Rumford, Me 



Saco, Me 



Skowhegan, Me 



South Portland, Me 



Waterville, Me 



Yesler Way, N. J 



Valley Road, N. J 



Bridge Street, N. J 



Whitehouse, N. J 



North Crosswicks, N. J . . . 

 Cheesequakes Creek, N. J 

 Jamesburg, N.J 



556. 29 

 067. 68 

 198. 44 

 7S7. 05 



646. 14 

 207. 99 

 978. 10 

 033. 50 



140. 15 

 898. 45 



632. 04 

 027. 85 

 356. 30 

 437. 76 

 225. 83 

 199. 90 

 352. 93 

 110.00 

 745. 23 

 494.24 

 104.20 

 549. 60 

 074.76 

 817.30 

 982. 30 



329. 38 

 663. 66 

 444.61 

 059. 80 

 693. 87 

 271.27 

 995. 50 

 157.42 

 805. 66 

 102. 39 

 616.45 



123. 39 

 988. 28 

 664. 37 



422. 05 

 544. 09 

 113.73 

 589. 99 

 801. 63 

 054. 08 



■186. 75 

 811.65 

 712.52 

 106. 00 

 009. 30 

 012.18 

 038. 32 

 499. 73 

 364. SO 

 (160.80 

 134. 85 

 420. 34 

 726. 40 

 850. 72 

 409. 85 

 374. 79 

 934. 46 

 354. 95 

 366. 90 

 782. 65 



44.9 

 48.8 

 26.6 

 26.9 

 25.5 

 14.8 

 22.4 

 21.6 

 13.8 

 19.7 

 75.6 

 56.5 

 20.4 

 31.3 

 20.2 

 59.7 

 41.2 

 5.1 

 19.8 

 12.5 

 25.0 

 30.5 

 63.3 

 44.3 

 28.0 

 18.6 

 22.6 

 33.4 

 14.6 

 14.0 

 42.1 

 27.9 

 33.1 

 39.1 

 20.4 

 17.5 

 19.4 

 21.1 

 13. 1 

 71.9 

 66.1 

 41.2 

 29.5 

 30.1 

 28.9 



12.7 

 20.4 

 50.9 

 13.6 

 55.3 

 50.7 

 26.3 

 50. 5 

 32.5 

 14.6 

 48.2 

 13.7 



8.5 

 32.9 

 25.4 

 36.5 

 41.0 

 11.0 

 57.0 



9.9 



55.1 



51.2 

 73.4 

 73.1 

 74.5 

 85.2 

 77.6 

 78.4 

 86.2 

 80.3 

 24.4 

 43.5 

 79.6 

 68.7 

 79.8 

 40.3 

 58.8 

 94.9 

 80.2 

 87.5 

 75.0 

 69.5 

 36.7 

 55.7 

 72.0 

 81.4 

 77.4 

 66.6 

 85.4 

 86.0 

 57.9 

 72.1 

 66.9 

 60.9 

 79.6 

 82.5 

 80.6 

 78.9 

 86.9 

 28.1 

 33.9 

 58.8 

 70.5 

 69.9 

 71.1 



87.3 

 79.6 

 49.1 

 86.4 

 44.7 

 49.3 

 73.7 

 49.5 

 67.5 

 85.4 

 51.8 

 86.3 

 91.5 

 67.1 

 74.6 

 63.5 

 59.0 

 89.0 

 43.0 

 90.1 



$2,410 



3,240 



760 



860 



1,100 



SS0 



1,000 



830 



780 



980 



4,100 



3,180 



1,710 



2,260 



1,500 



6,520 



4,140 



440 



2,230 



970 



1,780 



2, 320 



11,510 



4,530 



2, 460 



1, 560 



1,980 



3,250 



1,100 



1,250 



4,970 



2,420 



3, 660 



4,630 



1,840 



2,560 



2,180 



1,780 



1,220 



9,350 



7,820 



4,140 



2,770 



4,670 



2,170 



390 



660 

 3,070 



610 

 3,430 

 4,580 

 2,510 

 3,170 

 1,380 



880 

 3,500 

 1,190 



350 

 2, 500 

 1,340 

 6,140 

 3,210 

 1,100 

 10,340 



860 



$2,950 

 3,400 

 2 , 080 

 2,340 

 3,220 

 5, 090 

 3,490 

 3,000 

 4,860 

 3,970 

 1,320 

 2,450 

 6, 670 

 4,950 

 5,940 

 4,400 

 5, 900 

 8,110 

 9,010 

 6,780 

 5,330 

 5,2S0 

 6,670 

 5, 690 

 6,310 

 6,840 

 6,800 

 6,470 

 6,430 

 7,690 

 6,830 

 6, 250. 

 7,410 

 7,220 

 7,190 



12, 060 

 9,070 

 6,640 

 8,090 

 3, 660 

 4,010 

 5,910 

 6,620 



10, 830 

 5,350 



2,720 

 2,590 

 2,960 

 3", 840 

 2,780 

 4,450 

 7,030 

 3,100 

 2,880 

 5, 150 

 3, 760 

 7,370 

 3,800 

 5,100 

 3,940 

 10, 720 

 4,, 630 

 8,930 

 7/810 

 7,890 



$5,'360 

 6,640 

 2,840 

 3,200 

 4,320 

 5,970 

 4,490 

 3,830 

 5,640 

 4,950 

 5,420 

 5,030 

 8,380 

 7,210 

 7,440 

 10,920 

 10, 040 

 8,550 

 11,240 

 7,750 

 7,110 

 7, 600 

 IS, 180 

 10, 220 

 8,770 

 8,400 

 8,780 

 9,720 

 7,530 

 8,940 

 11,800 

 8,670 

 11,070 

 11,850 

 9,030 

 14,620 

 11,250 

 S,420 

 9,310 

 13,010 

 11,830 

 10, 050 

 9,390 

 15, 500 

 7,520 



3,110 

 3,250 

 6,030 

 4,450 

 6,210 

 9,030 

 9,540 

 6, 270 

 4,260 

 6, 030 

 7,260 

 8,560 

 4,150 

 7,600 

 5,280 

 16, 860 

 7,840 

 10, 030 

 18', 150 

 8.750 



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



