Engineering and Contracting . t Amount | Water Boys. Brakemen Main and Field OllBce Expense .Public and Liability Insurance . ! 1 Conductors 1 Carpenters 1 Blacksmiths Xo. Feet Track Laid : Blacksmith Helpers.... Grand Total :::;::: Previous Xo. of Trains this day Total ExpenssGrand Total. ;;;;;;;;! i^i^eTs......... ..... Yards per Car Powder Men Distribution. Days Expense Time Keepers 1 Superintendent Ft. Track Ballast this day Pump Men S. S. Expense Trainmen Teams Dump I Approved Sin. Horses and Carts.. Trestle Laborers :*:;:i Track.. 1 1 1 1 Blasting 1 Grading i I Manager Supt. .Time Keeper
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Engineering and Contracting . t Amount | Water Boys. Brakemen Main and Field OllBce Expense .Public and Liability Insurance . ! 1 Conductors 1 Carpenters 1 Blacksmiths Xo. Feet Track Laid : Blacksmith Helpers.... Grand Total :::;::: Previous Xo. of Trains this day Total ExpenssGrand Total. ;;;;;;;;! i^i^eTs......... ..... Yards per Car Powder Men Distribution. Days Expense Time Keepers 1 Superintendent Ft. Track Ballast this day Pump Men S. S. Expense Trainmen Teams Dump I Approved Sin. Horses and Carts.. Trestle Laborers :*:;:i Track.. 1 1 1 1 Blasting 1 Grading i I Manager Supt. .Time Keeper Previoui ... Total Total I I.I 1 ? 1 Form for Recording Steam Shovel Excavation. 266 ENGINEERINGAND CONTRACTING COST OF EARTH WORK OF THE SECOND UNIT OF THE DODSON NORTH CANAL, MILK RIVER PROJECT, MALTA, MONT. Contributed by A. E. Bechtel, Salt Lake City. Utah. The earth work of the second unit of the Dodson NorthCanal, Milk River Irrigation Project, near the town ofMalta, Mont., was done by contract under the direction of. the United States Reclamation Service, C. H. Schlect, Project Manager, and F. O. Hansen, Superintendent ofConstruction for the Service. Work was begun on Sept. 1, 1913, and completed on Sept. 1, 1914. There were 230, 000cu. yd. of e.xcavation in canals and 70, 000 cu. yd. inwaste water ditches. The canals were from 5 to 10 ft.bottoms with a slope of 2 to 1, and contained from 100cu. yd. to 1, 300 cu. yd. to the station averaging about 400.Approximately 20, 000 cu. yd. was wet and 30, 000 cu. yd.was hillside work. The waste water ditches had from 3 ft. to 20 ft.bottoms (mostly 3 ft.) with a slope of iy2 to 1, andaveraged about 100 cu. yd. per station; 10, 000 cu. yd. waswet excavation. About 35, 000 cu. yd. were cast into thecanal banks with an Austin reversible elevating grader l-Vhr-rtJR*^-