11 
Grading 300 Feet of Road. 
Xo. Cub. 
20 
43 
•20 
4!) 
MatoiiiU. 
Leiu;tli of 
Hiiul. 
Cost Cul). Yd. 
Hsiuliiisj. 
Cliiv. 1-6 mile. , 27 centn. $ 7.00 
GniVel. 9-10 " * 32 " 13 65 
Hiir.l Fan. 20 feet. 2.") " .5.00 
Rock. ! 25 rods. I 2it " 14 25 
Labor phK-inj< rock ami sprcailing gravel 10.50 
Supervision and svirveyiug three ilays at $2.00 6.00 
Total Cofit. 
Approximate cost of rock foundati()n laid, 44 cents cubic yard. 
Surfacing 125 Feet of Road; Broken Stone 
Centre ; Gravel Sides. 
$ .56.40 
No. Cub'. 
Yds. 
33.1 
22 
Material. 
Broken Stone. 
Gravel. 
Length of 
Haul. 
18 rods. 
!t-10 mile. 
Cost Cub. Yd. 
Hauling. 
26.4 cents. 
32 
Total Cost 
on Roatl. 
S 66.78 
7. 00 
Team getting roller and rolling, two days, at $3..50, 7.00 
One man spreading and sprinkling, two days, at $1.50 3.00 
Supervision three days, at $2.00, ...6.00 
Total cost surfacing macadamized portion, 39 cents per square 
yai'd. 
Total cost surfacing macadamized portion if broken stone liad 
been increased to .50 cubic yards would have been 59 cents per square 
yard. 
One cubic yard broken stone weighs 2.500 lbs, or 1'4 tons. 
33.1 cubic j'ards = 41.4 tons; cost per ton at station $1.40; per cubic 
yard $1.75. 
Surfacing 175 Feet with Gravel, Four Inches in 
Depth. 
89.78 
No.. Cub. 
Yds. 
Material. 
Length of 
Haul. 
42 I Gravel 9-10 mile. 
Supervision, one day, at $2.00,. 
Cost Cub. Yd, 
Hauling. 
32 cents. 
Ditching 160 Feet of Road. 
Total Cost. 
$ 13.40 
....2.00 
15.40 
No. Davs Labor. 
Work Done. 
Av. Depth Feet, i Total Cost. 
3 
$ 6.90 
6.60 
3.00 
4.6 160 feet side ditch. 
4.4 81 " main " 
2 I Rock in ditch. 
Dynamite, .50 
160 feet three inch drain tile, 2.40 
81 " salt-glazed pipe, 6.48 
Supervision, two days, at $2.00 4.00 
29.88 
$191.46 
Cost per running foot road surface, 6'd^i cents ; per square yard, 27 cents. 
