KOADS AND BBIDGES, JULY 1, 1913-DEC. 31, 1914. 



61 



Table I. — Maintenance and construction funds expended, mileage, etc. 

 ington- Atlanta Higlnoay. 



Wash- 



No. 



County. 



State. 



c 



60 . 



H 



03 



"o 

 Eh 



03 3 



o . 



s or 

 — Op. 



-.2-33 



05 - 

 O p,^ 



3 K m 

 >-. <° 6 



+^ K 0) 



d e 



o 



a 

 '3 



5- 



«s 



o> S 

 o 



< 



P 



SO 



sis 



co. 



te a 

 > o • 



._ 0) 



« o 9 



O 3 O 

 O) S -'° 



Mm C 

 c3 C o> 



« o » 



S OP 



as 



■z> . 

 || 



M 



3 



a 



3T3 

 C3 



3 



6J3K, 



_03 



3 



1 



Dinwiddie 



Brunswick 



Mecklenburg.. . 



Granville 



Durham 



Wake 





28.1 

 30.0 

 44.0 

 35.0 

 23.0 

 41.0 

 33.0 

 10.0 

 21.0 



12.1 



26.2 

 22.4 



1.6 

 32.8 



9.1 

 35.3 

 38.0 

 18.5 

 31.6 



4.3 

 40.2 



8.0 

 28.5 

 17.7 

 28.8 

 12.6 

 19.4 

 24.1 

 18.3 



6.8 

 27.9 

 20.1 

 16.6 



9.4 

 16.6 

 28.8 



3.3 

 16.4 



28.1 

 30.0 

 29.0 

 35.0 

 23.0 

 41.0 

 17.0 

 10.0 

 18.0 



12.1 



26.2 



20.7 



1.6 



32.3 



$1,156.89 

 1,428.00 

 300. 00 

 8,368.58 

 7,398.19 

 5,457.57 

 1,068.59 

 2,400.00 

 1,375.00 



$2,010.00 

 1,050.00 



575.00 

 2,100.00 

 2,000.00 

 3,000.00 

 1,500.00 



500. 00 

 1,600.00 



( 2 ) 



1,600.00 

 1,655.00 



$1,376.52 

 362. 03 

 340.50 

 975. 88 

 900.57 

 844.37 

 313.90 

 66.65 

 983.34 



136.00 



200.00 

 746. 75 



2.0 



28.0 





?, 



do 



do.... 



North Carolina. . 



do 



-do . . 



30.0 



3 



4 

 5 



2.0 

 4.0 

 1.0 

 6.0 

 2.0 

 4.0 

 1.0 



16.0 

 3.0 



35.0 

 23.0 

 41.0 

 15.0 



12.1 



20.7 

 1.6 



32.3 



27.0 



7 





do 



U5.0 



8 





do.. . 



10.0 



9 



Cumberland . . . 

 Hoke 



North Carolina, 



north half. 

 North Carolina, 



south half. 

 North Carolina. . 

 ....do. . . 



18.0 



10 



2, 046. 95 

 267. 00 



26.2 



11 







12 



Montgomery 



Richmond 



Marlboro 



Chesterfield 



Kershaw 



do 





13 



do 



South Carolina. . 



do: 



do 





1,600.00 



467.50 



20.0 





14 







15 



32.7 



8,333.23 



1,700.00 





32.7 







Ifi 









17 





do 



15.3 

 29.0 



""724." 46' 



650.00 

 1,040.00 



1,010.50 

 626. 16 







15.3 



18 

 19 



Lexington 



Saluda 



do 



do 



3.6 



29.0 



U0.5 



2(1 



Columbia 



McDuffie 



Warren 



do 



38.2 



28.5 

 17.7 

 28.8 

 12.6 

 19.4 

 24.1 

 18.3 





1,850.00 



691.50 





25.2 



13.0 



21 



659.40 

 1,992.39 

 2, 067. 90 

 6,230.00 

 2, 134. 40 





n 



do 



do 



do 



1,300.00 

 1,045.00 

 1,300.00 

 600.00 

 900.00 

 1,300.00 

 1,000.00 





9.0 

 12.0 



4.0 

 12.5 







n 









?A 









?5 





do 









?6 





do 









n 



Greene 



do 



do 



1,819.75 

 1,289.50 





2.5 







28 









w 





do 











30 



Walton 



do 



do 



27.9 

 20.1 



1,505.00 



479. 60 



4,950.00 



1,000.00 

 1,000.00 





2.5 

 7.0 







31 









3?! 





....do 







33 





do 











34 



Gwinnett 



Dekalb 



Fulton 



do 



do 



do 



28.8 



376. 20 

 9, 227. 60 







2.0 

 4.5 







35 



1,250.00 









36 









37 



Richmond 



Total. .. 



do 



16.4 



2, 729. 75 



950.00 





0.5 

















840.5 



681.8 



75,785.95 



36,075.00 



10,042.17 



153.7 



262.9 



139.5 











1 Both patrol and squads. 2 As needed. 



The work of maintenance is being done by patrolmen and gangs. 

 Patrolmen have sections that vary in length from 6 to 29 miles. The 

 average in the northern section is 12.9 miles, and in the central sec- 

 tion 10.8 miles. Some of these patrol sections are too long, but 

 funds were not available to provide any more men. 



The usual maintenance work on earth and sand-clay roads includes : 



(a) Dragging persistently at every available opportunity; 



(b) Using the grading machine when necessary; 



(c) Filling depressions; 



(d) Adding sand or clay as required; 



(e) Removing all trash, tin cans, nails, old iron, bottles, etc., 



that accumulate in somewhat astonishing quantities; 

 (/) Replacing broken floor boards in culverts and bridges; 

 (g) Keeping culverts open; 

 (h) Clearing ditches and shoulders; 



