The cost of these 9,614.4 cu. yds. of concrete in place was:

Hand Mixed and Placed by Derrick—Per cu. yd.
Labor mixing 1,777 cu. yds$1,072
Repairs, fuel, etc0.016
———
Total cost mixing$1,088
Labor placing 2,372 cu. yds.0.6025
Fuel, tramways, etc.0.1958
———
Total cost placing$0.7983

Machine Mixed and Placed by Chute—
Labor mixing 7,837 cu. yds.$0.388
Repairs, fuel, etc0.046
———
Total cost mixing$0.434
Labor placing 7,242 cu. yds0.414
Fuel, tramways, etc.0.045
———
Total cost placing$0.459
Materials and Supplies 9,614 cu. yds.—
Timbering$0.145
Cement3.289
Sand and gravel1.073
Broken stone0.536
Cement testing, repairs, etc.0.223
———
Total$5,266
Plant and Superintendence, 9,614 Cu. Yds.—
Engineering, superintendence, repairs, etc.$1,508
20% cost of plant0.165
———
Total$1,673

The comparative cost of hand and machine mixing and handling was thus:

Item—Hand.Machine.
Mixing per cu. yd.$1.088$0.434
Placing per cu. yd.0.7980.459
Materials, etc., per cu. yd.5.4665.466
Plant, etc., per cu. yd.1.6731.right
——————
Totals$9.025$8.032

The average total costs of all the concrete placed were:

Mixing per cu. yd.$0.555
Placing per cu. yd.0.543
Materials per cu. yd.5.266
Plant, etc., per cu. yd.1.673
———
Total$8.037

LOCKS, COOSA RIVER, ALABAMA.—The following methods and costs are given by Mr. Charles Firth for constructing lock No. 31 for the Coosa River canalization, Alabama. This lock is 420 ft. long over all, 322 ft. between quoins, 52 ft. clear width, 14.7 ft. lift and 8 ft. depth of water on sills; it contained 20,000 cu. yds. of concrete requiring 21,500 bbls. cement, half Alsen and half Atlas.