APPENDIX. 
A. QUANTITIES OF MATERIALS REQUIRED FOR CONCRETE PAVE- 
MENTS. 
1 : lh '> 3 mix. 
(Cement 1.91 bbls. 
Per cubic yard< Fine aggregate 40 cu. yd. 
iC-oarse aggregate. . . 81 cu. yd. 
Fine aggregate 0" to \" 
Coarse aggregate. . \" to V 2 " 
Thickness. 
Area. 
Quantities per lineal foot. 1 
Quantities per mile. 1 
Width. 
Edge. 
Cen- 
ter. 
Per 
linear 
foot. 
Per 
mile. 
Con- 
crete. 
Ce- 
ment. 
Fine 
aggre- 
gate. 
Coarse 
aggre- 
gate. 
Con- 
crete. 
Ce- 
ment. 
Fine 
aggre- 
gate. 
Coarse 
aggre- 
gate. 
Fed. 
9 
9 
9 
9 
IQ.'.'.'..~. 
10 
10 
10 
16 
16 
16 
16 
16 
18 
IS 
18 
18 
18 
20 
20 
20 
20 
20 
In. 
6 
6 
8 
6 
I 
6 
8 
6 
6 
8 
6 
7 
8 
9 
In. 
28 
28 
6 
8 
8 
6 
8 
8 
8 
6 
8 
8 
8 
6 
8 
s 
s 
8 
9 
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 
Sg. yds. 
5,280 
5,280 
5,280 
5,280 
5,280 
5, 866 
5,866 
5,866 
5,S66 
9,383 
9,383 
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 
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 
.555 
Bbls. 
0.389 
.407 
.319 
.371 
.424 
.453 
.353 
.413 
.472 
.690 
.722 
.565 
.661 
.754 
.778 
.814 
.637 
.743 
.849 
.865 
.904 
.825 
.943 
1.061 
Cu. yds, 
0.081 
.085 
.067 
.078 
.089 
.095 
.074 
.086 
.099 
.144 
.151 
.118 
.138 
.158 
.163 
.170 
.133 
.156 
.178 
.181 
.189 
.173 
.198 
.222 
Cu. yds. 
0. 165 
.172 
.135 
.157 
.180 
.192 
.150 
.175 
.200 
.292 
.306 
.240 
.280 
.320 
.330 
.345 
.270 
.315 
.360 
.367 
.383 
.350 
.400 
.450 
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 
2,086 
2,149 
2,249 
1,758 
2, 053 
2,344 
2,392. 
2,498 
2, 281 
2,608 
2,930 
Bbls. 
2,057 
2,147 
1,083 
1,956 
2,238 
2,389 
1,867 
2,179 
2,490 
3,640 
3,814 
2,985 
3,489 
3,984 
4, 105 
4,295 
3,358 
3,921 
4,477 
4,569 
4,771 
4,357 
4,981 
5,596 
Cu. yds. 
431 
450 
352 
410 
469 
500 
391 
456 
521 
762 
799 
625 
730 
834 
860 
900 
703 
821 
938 
957 
999 
912 
1,043 
1,172 
Cu. yds. 
872 
910 
713 
829 
949 
1,013 
792 
924 
1,056 
1,544 
1,617 
1,267 
1,480 
1,689 
1,741 
1,822 
1,424 
1,663 
1,898 
1,938 
2,023 
1,848 
2,112 
2,373 
3 mix. 
[Cement 1. 74 bbls 
Per cubic yard^Fine aggregate 49 cu. yd. 
[Coarse aggregate . . .74 cu. yd. 
Fine aggregate 0" to £' 
Coarse aggregate. . \" to 2' 
9. 
9. 
9. 
9. 
10. 
Hi 
10 
in. 
16 
16 
Hi 
16 
Hi 
18 
IS 
18 
is 
18 
20 
20 
2D 
2(1 
20 
6 
28 
1.000 
5,280 
0.204 
0.355 
0.100 
0.151 
1,077 
1,874 
528 
7 
28 
1.000 
5,280 
.213 
.370 
.104 
.158 
1,124 
1,956 
551 
6 
6 
1. 000 
5,280 
.167 
.290 
.082 
.123 
881 
1,533 
431 
7 
7 
1.000 
5,280 
.194 
.338 
.095 
.144 
1,024 
1,782 
502 
8 
8 
1.000 
5,280 
.222 
.387 
.109 
.164 
1,172 
2,039 
574 
7 
8 
1.111 
5,S66 
.237 
.412 
.116 
.175 
1,251 
2,177 
613 
6 
6 
1.111 
5,866 
.185 
.322 
.091 
.137 
977 
1,700 
479 
7 
7 
1.111 
5,866 
.216 
.376 
.106 
.160 
1,141 
1,985 
559 
8 
8 
1.111 
5, 866 
.247 
.430 
.121 
.183 
1,304 
2, 269 
639 
6 
8 
1.777 
9, 383 
.361 
.628 
.177 
.267 
1,906 
3,316 
934 
7 
8 
1.777 
9,383 
.378 
.658 
.185 
.280 
1,997 
3,475 
979 
6 
6 
1.777 
9,383 
.296 
.516 
.145 
.219 
1,563 
2,720 
766 
/ 
i 
1.777 
9, 383 
.346 
.602 
.169 
.256 
1,827 
3,179 
895 
8 
8 
1.777 
9,383 
.395 
.687 
.194 
.292 
2,086 
3,629 
1,022 
6 
8 
2.000 
10, 560 
.407 
.709 
.200 
.301 
2,149 
3,739 
1,053 
7 
8 
2.000 
10,560 
.426 
.741 
.209 
.315 
2,249 
3,913 
1,102 
6 
6 
2.000 
10,560 
.333 
.580 
.163 
.247 
1,758 
3, 059 
861 
7 
7 
2.000 
10,560 
.389 
.677 
.191 
.288 
2,053 
3,572 
1,006 
8 
8 
2. 000 
10,560 
.444 
.773 
.218 
.329 
2,344 
4,078 
1,148 
6 
8 
2.222 
11,732 
.453 
.788 
.222 
.335 
2,392 
4,162 
1,172 
7 
8 
2.222 
11,732 
.473 
.823 
.232 
.350 
2,498 
4,346 
1,224 
7 
7 
2.222 
11,732 
.432 
.752 
.212 
.320 
2,281 
3,969 
1,118 
8 
8 
2.222 
11,732 
.494 
.859 
.242 
.365 
2,608 
4, 537 
1,278 
9 
9 
2.222 
11, 732 
.555 
.967 
.272 
.411 
2,930 
5,098 
1,436 
797 
S32 
652 
758 
867 
926 
723 
844 
965 
1,410 
1,478 
1,157 
1,352 
1,544 
1,590 
1,664 
1,301 
1,519 
1,735 
1,770 
1,849 
1,688 
1,930 
2.168 
1 Quantities given are the theoretical quantities required. 
for loss in handling. 
2 For pavement on one side of center line, one-way crown. 
In actual practice an allowance must be made 
Gl 
