90 BULLETIN 136, U. S. DEPARTMENT OF AGRICULTURE. 



Table 30. ' — Table showing cost elements of bituminous-macadam roads for 1908-1911 



No. 



Location. 



Length Width 

 (feet), (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. 



Kennebunk, Me. 

 Waterville, Me.-. 



1909. 



Camden, N.J 



Evesham, N. J. 3 



Hopewell, N. J. 2 



Trenton, N. J 



Helmetta, N. J 



Plainsboro, N. J 



Terrill,N. J 



Stoutsburg, N. J 



Edgar, N.J 



Washington Avenue, N. J 

 Walnut Avenue, N. J 



1910. 



Belfast, Me.* 



Coffin's Corner, N. J 



Nicholson. N.J 



Brown's Corner, N.J 



Runnymeade, N. J 



Mountain, N. J 



River Road, N. J 



Kingston, N.J 



Somerset Street, N. J 



Seventh Street, N. J 



Morris Plains, N. J 



Gladstone, N. J 



Pompton, N. J 



Union, N.J 



Warrenville, N. J 



Frankford, N. J 



Raritan, N.J 



Washington Avenue, N. J. 

 Beattystown, N. J 



1911. 



Brunswick, Me 



East Livermore, Me. . . 



Saco, Me 



Chapel, N.J 



Railroad, N. J 



Swedesboro, N. J 



Rocky Hill, N. J 



Springfield, N. J 



Agawam, Mass. 2 



Chester, Mass.- 



Franklin, Mass. 5 



Holliston, Mass. 5 



Ipswich, Mass. 5 



Lakeville, Mass.- 



Lanesborough, Mass. 2 .. 



Milford, Mass.'- 



Plainville, Mass 



Seekonk, Mass. 2 



Tyngsborough, Mass .. 



Wilmington, Mass 



do 



Total and weighted av- 

 erages 



426 

 760 



12, 693 

 12,838 

 10, 720 

 13, 227 

 14,271 

 12,992 

 9,982 

 10,845 

 17,526 

 6, 125 

 6, 313 



580 

 11,866 

 6, 5.32 

 8,601 

 8,984 

 325 

 6, 458 

 3, 805 

 2,040 

 8,700 

 13,71s 

 21,053 

 15, 516 

 4, 164 

 3, 600 

 17, 309 

 13,013 

 1,300 

 45,341 



640 



750 



580 



4,515 



859 



18,115 



4,200 



8, 362 



4,720 



8,000 



6. 360 



9,800 



4,860 



10,250 



9,070 



6, 210 



2,570 



7,920 



4, 250 



5,790 



7, 450 



6 84. 63 



$1,59?. 30 

 3, 565. IS 



043. 42 

 649. 61 

 121.40 

 509. 44 

 375. 59 

 596. 57 

 404.08 

 741.90 

 424. 74 

 230. 20 

 868.00 



997. 53 

 138. 87 

 168. 82 

 468. 00 

 408. 76 

 561.00 

 705. 67 

 555. 88 

 252. 27 

 213. 40 

 176. 53 

 979. 47 

 930. 85 

 251. 98 

 310. 13 

 313. 87 

 .820. 75 

 272. 00 

 580. 20 



461.37 

 621.35 



925. 00 

 681. 75 

 587. 51 

 633. 30 

 744.39 

 965. 52 

 726. 00 

 996. 00 

 547. 00 

 796. 00 

 683. 00 

 492. 00 

 080. 00 

 804. 00 

 053. 00 

 552. 00 

 301. 00 

 570. 00 

 517. 00 



15 , 10,267.00 



25.3 

 11.5 



28.3 

 20.8 

 21.0 

 20.3 

 11.3 

 13.7 

 37.2 

 22.0 

 25.0 

 23.4 

 19.7 



43.7 

 14.8 

 14.6 

 24.3 

 30.9 



5.0 

 13.7 

 17.9 

 45. 5 

 14.4 

 2(1. 9 

 27.3 

 29.2 



8.1 

 48.8 

 37. 6 

 28.1 

 29.4 

 40.1 



11.2 

 14.1 



34.4 

 28.1 

 9.6 

 10.4 

 35.4 

 23.4 

 29.3 

 42.9 

 39.4 

 46.2 

 34.2 

 39.0 

 46. 7 

 50.7 

 37.5 

 10.6 

 30.5 

 20.2 

 24.9 



26. 85 



74.7 

 88.5 



71.7 

 79.2 

 79.0 

 79.7 

 88.7 

 86. 3 

 62.8 

 78.0 

 75.0 

 76.6 

 80.3 



56.3 

 85.2 

 85.4 

 75.7 

 69.1 

 95.0 

 86. 3 

 82.1 

 54.5 

 85. 6, 

 73.1 

 72.7 

 70.8 

 91.9 

 51.2 

 62.4 

 71.9 

 70.6 

 59.9 



85.9 

 65.6 

 71.9 

 90.4 

 89.6 

 64.6 

 76.6 

 70.7 

 57.1 

 60.6 

 53.8 

 65.8 

 61.0 

 53.3 

 49.3 

 62.5 

 83.4 

 69.5 

 79.8 

 75.1 



82, 780 

 930 



3, 660 

 2,080 

 1,390 

 1,870 

 960 

 1,290 

 4,870 

 2,270 

 2,990 

 2, 690 

 2, 450 



5,670 

 1,7S0 

 1,660 

 3,270 

 3,310 

 430 

 1,440 

 1,740 

 5,380 

 1,390 

 3, 680 

 3,130 

 2,020 

 1,350 

 6, 370 

 3,110 

 4,360 

 3, 670 

 3, 680 



970 

 930 

 3,230 

 4,470 

 1,350 

 1,300 

 4,170 

 3,730 

 3, 188 

 4,246 

 1,814 

 2, 687 

 2,112 

 2,911 

 3, 556 

 5,089 

 3,893 

 615 

 3,145 

 1,947 

 2,032 



Ss, 220 

 7,150 



9,290 

 7,910 

 5,230 

 7, 320 

 7,510 

 8,100 

 8,230 

 8, 030 

 S, 990 

 8,810 

 9,990 



7,310 



10, 220 

 9,740 



10, 180 

 7,390 

 8, 190 

 9,070 

 8,000 

 6,440 

 8,290 

 9,990 

 8, 320 

 4,890 



15, 290 

 6, 690 

 5,170 



11,170 

 8,S10 

 5, 500 



7, 660 

 5,650 

 6,160 

 11,450 

 12, 720 

 11,170 

 7,600 

 12, 230 

 7,692 

 5,652 

 2,791 

 3,130 

 4,062 

 4,554 

 4,059 

 4,948 

 6,489 

 3,088 

 7,167 

 7,692 

 6,130 



73. 15 



2, 765 



7,533 



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



2 Bituminous surface coat. 



3 Bituminous pavement on 2,022 square yards. 



4 Bituminous-macadam surface 62 per cent. 



5 Five inches of gravel and a bituminous surface coat. 



6 Miles. 



