HIGHWAY BONDS. 87 



Table 28. — Table showing cost elements of gravel roads for years 1908-1911 — Contd. 



No. 



Length 

 (feet). 



Width 



(feet). 



Total cost 

 of work. 



Percentage of 

 cost. 



Drain- 

 age 

 and 



grad- 

 ing. 



Surfac- 

 ing. 



Cost per mile of equiva- 

 lent 20-foot width. 



Drain- 

 age 

 and 



grad- 

 ing. 



Surfac- 

 ing. 



1910— Continued. 



Presque Isle, Me 



Rockland, Me 



Sanford, Me 



Scarboro, Me 



Waterville, Me 



Yarmouth, Me 



Cologne, N. J 



Deans, N. J 



Red Bank, N. J 



Farmingdale, N. J 



Lakewood, N. J 



Barnsboro, N. J 



1911. 



Allentown, N. J 



Red Bank, N.J 



Lakewood, N. J 



Lakewood. N. J 



Cedar Ave., N. J 



Seaside Park, N.J 



Elmerbo rough, N.J 



Camden, Me. 



Dexter, Me 



Eastport, Me 



Fairfield, Me 



Farmington, Me 



Freeport, Me 



Gorham, Me 



Kennebunk, Me 



Lisbon, Me 



Millinocket, Me 



Norway, Me 



Old Orchard, Me 



Orono, Me 



Presque Isle, Me 



Princeton, Me 



Rockport, Me 



Sanford, Me 



Windham, Me 



Yarmouth, Me 



Total and weighted av 

 erages 



1,600 



2,000 



1,900 



2,000 



1,800 



1,360 



42,646 



14,509 



20,201 



10,032 



13, 200 



17, 476 



10,274 

 8,184 



18,458 

 5, 174 



13, 807 



28,395 

 9,387 

 1,000 

 1,400 

 1,844 

 650 

 1,350 

 900 

 2,050 

 4,135 

 1,350 

 1,280 

 1,300 

 1,200 

 2,316 

 1,600 

 1, 536 

 630 

 1,800 

 2,000 

 1,200 



21 

 24 

 26 

 21 

 29 

 24 

 20 

 20 

 18 

 18 

 14 

 20 



18 



18 



14 



14 

 16,18 



24 

 18,42 



30 



26 



22 



23 



23 



20 



23 



21 



21 



30 



23 



21 



25 



24 



24 



21 



24 



25 



24 



$1,675.05 

 2, 193. 74 

 1,860.29 

 1,048.13 

 1, 803. 05 

 1, 738. 48 



19, 575. 36 

 9,773.00 



19,735.21 



11,427.88 

 7,381.65 

 8,489.80 



15,117.98 

 17, 262. 78 

 8, 737. 53 

 3, 579. 96 

 22,442.25 

 42,347.32 

 8,048.75 

 1, 588. 77 

 1, 105. 20 

 1, 175. 15 

 1, 549. 41 

 1,225.00 

 1,440.16 

 1,220.39 

 2,221.16 

 1,880.97 

 1,238.44 

 1,096.23 

 1,019.15 

 1,017.03 

 1,390.28 

 1,148.25 

 1,031.82 

 1, 565. 99 

 940. 69 

 1,414.13 



41.92 

 88.16 

 32. 15 

 19.11 

 24.70 

 42.49 

 27.38 

 34.48 

 30.24 

 64.89 

 43.91 

 61.02 



35.61 

 17.54 

 60.55 

 50. 01 

 21.70 

 35. 61 

 23.58 

 42.10 

 40.43 

 59.47 

 60.91 

 52. 37 

 34.24 

 42.33 

 37.98 

 39.65 

 32.29 

 42.74 

 43.57 

 57.86 

 41.90 

 88.67 

 68.09 

 12.93 

 63. 28 

 49.57 



58.10 

 11.84 

 67. 85 

 80.89 

 75.26 

 54.66 

 72.62 

 65. 52 

 69. 82 

 35. 11 

 56.09 

 38.98 



64. 39 

 80.96 

 39.52 

 49.99 

 78.30 

 64.38 

 76.42 

 57. 92 

 59. 65 

 40. 53 

 39.09 

 47.61 

 65. 76 

 57.69 

 62.00 

 55. 0.3 

 67.72 

 57.25 

 56.43 

 42.17 

 58.10 

 11.32 

 31.91 

 87.09 

 35.82 

 50.42 



S2,20.-> 



4,245 



1,280 



502 



901 



2,550 



664 



1,227 



1, 735 



4, 332 



1,851 



1,564 



3,082 

 2,592 

 2,160 

 2,610 

 2,190 

 2,337 

 710 

 2, 353 

 1,293 

 1,818 

 6,652 

 2,181 

 2,892 

 1,156 

 1,028 

 2,771 

 1,100 

 1,655 

 1,860 

 1,648 



1. 599 

 2,910 



5. 600 

 495 



1,284 

 2,533 



S3, 380 

 570 

 2,700 

 2,133 

 2, 743 

 3,075 

 1,760 

 2, 333 

 4,005 

 2,344 

 2,364 



5,520 

 9,994 

 1,410 

 2,607 

 7,731 

 4,225 

 2,305 

 3,233 

 1,911 

 1, 238 

 4,282 

 1,982 

 5,550 

 1,575 

 1,675 

 4,228 

 2,306 

 2,213 

 2,417 



800 

 2,233 



371 

 2,628 

 3,333 



712 

 2,615 



85,586 

 4,815 

 3,980 

 2,636 

 3,644 

 5,625 

 2,424 

 3,560 

 5,741 

 6,677 

 4,215 

 2,564 



8, 602 

 12,586 

 3,570 

 5,217 

 9,921 

 6,562 

 3,016 

 5,586 

 3, 205 

 3,056 

 10,934 

 4,163 

 8,442 

 2,732 

 2,703 

 7,000 

 3,407 

 3,868 

 4,278 

 2,448 

 3,832 

 3,281 

 8,228 

 3,829 

 1,996 

 5,148 



i 143.53 



1,817 



2,599 



4,416 



1 Miles. 



