62 
APPENDIX. 
A. QUANTITIES OF MATERIALS REQUIRED FOR CONCRETE PAVE- 
MENT S— Continued. 
1 : 2 : 3i Mix. 
[Cement 1.61 bbls. 
Per cubic yarcK Fine aggregate 45 cu. yd. 
[Coarse aggregate . . . 79 cu. yd. 
Fine aggregate 0" to I' 
Coarse aggregate. .\" to 2V 
Thickness. 
Width. 
Edge. 
Cen- 
ter. 
Feet. 
In. 
In. 
9 
6 
28 
9 
7 
28 
9 
6 
6 
9 
7 
7 
9 
8 
8 
10 
7 
8 
10 
6 
6 
10 
/ 
t 
10 
8 
8 
16 
6 
8 
16 
7 
8 
16 
6 
6 
16 
7 
7 
16 
8 
8 
18 
6 
8 
18 
7 
8 
18 
6 
6 
18 
7 
7 
18 
8 
8 
20 
6 
8 
20 
/ 
8 
20 
7 
/ 
20 
8 
8 
20 
9 
9 
Per 
linear 
foot. 
Per 
mile. 
Sq. yds. 
1.000 
1.000 
1.000 
1.000 
1.000 
1.111 
1.111 
1.111 
1.111 
1.777 
1.777 
1.777 
1.777 
1.777 
2.000 
2.000 
2.000 
2.000 
2.000 
2.222 
2.222 
2.222 
2.222 
2.222 
Sq. yds. 
5,280 
5,280 
5,280 
5,280 
5,280 
5,866 
5,866 
5,866 
5,866 
9,383 
9,3S3 
9,383 
9,383 
9,383 
10, 560 
10, .560 
10,560 
10,560 
10, 560 
11,732 
11,732 
11,732 
11,732 
11,732 
Quantities per lineal foot. 
Con- 
crete. 
Cu. yds. 
0.204 
.213 
.167 
,194 
.222 
.237 
.185 
.216 
.247 
.361 
.378 
.296 
.346 
.395 
.407 
.426 
.333 
.389 
.444 
.453 
.473 
.432 
.494 
Ce- 
ment. 
Bbls. 
0.328 
.343 
.268 
.312 
.357 
.381 
.298 
.348 
.398 
.581 
.609 
.477 
.557 
.636 
.655 
.686 
.536 
.626 
.715 
.729 
.762 
.696 
.795 
Fine 
aggre- 
gate. 
Cu. yds 
0.092 
.096 
.075 
.087 
.100 
.107 
.111 
.162 
.170 
.133 
.156 
.178 
.183 
.192 
.150 
.175 
.200 
.204 
.213 
.194 
.222 
.250 
Coarse 
aggre- 
gate. 
Cu.yds, 
0.161 
.168 
.132 
.153 
.175 
.187 
.146 
.171 
.195 
.285 
.299 
.234 
.273 
.312 
.322 
.336 
.263 
.307 
.351 
.358 
.374 
.341 
.390 
.438 
Quantities per mile. 1 
Con- 
crete. 
Cu. yds, 
1,077 
1,124 
881 
1,024 
1,172 
1,251 
977 
1,141 
1,304 
1,906 
1,997 
1,563 
1,827 
2,0^6 
2,149 
2,249 
1,758 
2,053 
2,344 
2,392 
2,498 
2,281 
2,608 
2,930 
Ce- 
ment. 
Bbls. 
1,734 
1,809 
1,418 
1,648 
1,887 
.2,014 
1,573 
1,837 
2,099 
3,069 
3,215 
2,516 
2,941 
3,358 
3,460 
3,620 
2,830 
3, 305 
3, 773 
3,851 
4,022 
3,673 
4,199 
4,717 
Fine Coarse 
aggre- ; aggre- 
gate, gate. 
Cu. yds. 
484 
506 
396 
461 
527 
563 
440 
513 
587 
858 
899 
704 
822 
93S 
967 
1,012 
791 
923 
1,055 
1,076 
1,124 
1,026 
1,173 
1,318 
Cu. 
850 
926 
988 
772 
901 
1,030 
1,506 
1,577 
1,235 
1,443 
1,647 
1,698 
1,776 
1,389 
1,621 
1,852 
1, 889 
1,974 
1,802 
2,060 
2,314 
2 : 4 Mix. 
[Cement 1. 50 bbls. 
Per cubic yard-^ Fine aggregate 42 cu . yd. 
[.Coarse aggregate . . .84 cu. yd. 
Fine aggregate 0" to \' 
Coarse aggregate. .-}" to 2\' 
10. 
10. 
10. 
10. 
16. 
16. 
16. 
16. 
16. 
18. 
18. 
18. 
18. 
18. 
20. 
20. 
20. 
20. 
20. 
6 
28 
1.000 
5,280 
0.204 
0.306 
0.086 
0.172 
1,077 
1,615 
452 
7 
28 
1.000 
5,280 
.213 
.319 
.089 
.178 
1,124 
1,6S6 
472 
6 
6 
1.000 
5.280 
.167 
.250 
.070 
.140 
8S1 
1,321 
370 
7 
7 
1.000 
5, 280 
.194 
.291 
.082 
.164 
1,024 
1,536 
430 
8 
8 
1.000 
5,280 
.222 
.333 
.093 
.186 
1,172 
1,758 
492 
< 
8 
1.111 
5,S66 
.237 
. 355 
.099 
.198 
1,251 
1,876 
525 
6 
6 
1.111 
5,S66 
.185 
.278 
.078 
.156 
977 
1,406 
410 
7 
7 
1.111 
5,866 
.216 
.324 
.091 
.182 
1,141 
1,711 
479 
8 
8 
1.111 
5,866 
.247 
.370 
.104 
.208 
1,304 
1,956 
54S 
6 
8 
1.777 
9,3*3 
.361 
.541 
.152 
.304 
1,906 
2,859 
801 
7 
8 
1.777 
9,383 
.378 
.567 
.159 
.318 
1,997 
2,995 
839 
6 
6 
1.777 
9,3S3 
.296 
.444 
.124 
.248 
1,563 
2,345 
657 
7 
7 
1.777 
9,3S3 
.346 
.519 
.145 
.290 
1, 827 
2,741 
767 
8 
8 
1.777 
9,383 
.395 
.593 
.166 
.332 
2,0s6 
3,129 
876 
6 
8 
2.000 
10,560 
.407 
.611 
.171 
.342 
2,149 
3,224 
903 
7 
8 
2.000 
10, 560 
.426 
.639 
.179 
.358 
2,249 
3,373 
945 
6 
6 
2.000 
10,560 
. 333 
.500 
.140 
.280 
1,758 
2,637 
738 
7 
7 
2.000 
10,560 
.389 
.583 
.163 
.326 
2,053 
3,079 
862 
8 
8 
2.000 
10, 560 
.4-14 
.667 
.187 
.374 
2,344 
3,516 
984 
6 
8 
2.222 
11,732 
.453 
.679 
.190 
.3S0 
2,392 
3,5S8 
1,004 
7 
8 
2.222 
11,732 
.473 
.710 
.198 
.396 
2,498 
3,747 
1,049 
7 
7 
2.222 
11,732 
.432 
.648 
.181 
.362 
2,281 
3,421 
958 
8 
8 
2.222 
11,732 
. 494 
.741 
.207 
.414 
2,608 
3,912 
1,095 
9 
9 
2.222 
11,732 
.555 
.833 
.233 
.466 
2,930 
4,395 
1,231 
904 
944 
740 
860 
984 
1,050 
820 
95S 
1,096 
1,602 
1,678 
1,314 
1,534 
1,752 
1,806 
1,890 
1,476 
1,724 
1,968 
2,008 
2,098 
1,916 
2,190 
2,462 
1 Quantities -riven are the theoretical quantities required. In actual practice an allowance must be made 
for loss in handling. 
2 For pavement on one side of center line, one-way crown. 
