HIGHWAY COST KEEPING. 29 
Notes on the sheet show that four laborers were transferred to 
foreman Rosetta at 9 a. m. and a large part of the crew between 
4 and 4.30 p. m. 
The daily record of foreman Rosetta's crew (fig. 3) shows on the 
same road a crew of 33 laborers, a water boy, roller, and engineer on 
classifications — 
19-17 Grade and roadside, miscellaneous, excavating, common. 
22-56 Roadway, sub-base course, rolling. 
22-61 Roadway, sub-base course, spreading. 
23-61 Roadway, base course, spreading. 
Laborers were received three times during the day from foreman 
Smittie and once from foreman Carter. 
In figure 4 is shown the work of a large crew, but on only two 
operations. A number of changes in the crew will be observed. 
Only 15 men out of a total of 36 employed worked the full day with 
foreman A8. 
MATERIAL AND SUPPLIES. 
The form for materials and supplies (fig. 5) is the same size as that 
for labor and equipment and may be carried by the timekeeper or 
foreman in the same book or binder with the other form. The mate- 
rial form is for one day only and 12 different materials may be 
recorded on a single sheet. The sheet shows distribution as follows : 
FOR OPERATION 43-39, MIXING AND PLACING SUPERSTRUCTURE. 
150 bags cement, at $0.47 $70. 50 
5 gallons gasoline, at $0.20 1. 00 
22 cubic yards sand, at $0.60 13. 20 
Oil 10 
Total for operation (used on west span) 84. 80 
FOR OPERATION 41-39, MIXING AND PLACING ABUTMENT. 
10 bags cement, at $0.47 $4. 70 
1 gallon gasoline, at $0.20 20 
2 cubic yards sand, at $0.60 1. 20 
Total for operation (used on east abutment) 6. 10 
FOR OPERATION 43-25, FORMING SUPERSTRUCTURE. 
1,200 feet b. m. lumber, at $0.03 $36. 00 
20 pounds nails, at $0.035 70 
10 pounds wire, at $0.035 35 
Total for operation (used on west span) 37. 05 
FOR OPERATION 43-47, SUPERSTRUCTURE, PLACING STEEL. 
8 pounds wire, at $0.035 $0. 28 
7, 800 pounds steel, at $0.03 234. 00 
Total for operation (used on 3 west spans) 234. 28 
