62 



APPENDIX. 



A. QUANTITIES OF MATERIALS REQUIRED FOR CONCRETE PAVE- 

 MENT S— Continued. 



I r2 : 3A Mix. 



[Cement 1.61 bbls. 



Per cubic yard-^ Fine aggregate 45 cu. yd. 



ICoarse aggresate . - . 79 cu. yd. 



Fine aggregate 0" to I' 



Coarse aggregate. .{" to 2^' 





Thickness. 



Area. 



Quantities per lineal foot.i 



Quantities per mile.' 



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. 



Feet. 



9 



9 



9 



9 



9 



10 



10 



10 



10 



16 



16 



16 



16 



16 



18 



18 



18 



18 



18 



20 



20 



20 



20 



20 



In. 

 6 



7 

 6 

 7 

 8 

 7 

 6 

 7 

 8 

 6 

 7 

 6 

 7 

 8 

 6 

 7 

 6 

 7 

 8 

 6 

 7 

 7 

 8 

 9 



In. 



28 

 28 



6 



7 

 8 

 8 

 6 

 7 

 8 

 8 

 8 

 6 

 7 

 8 

 8 

 8 

 6 

 7 

 8 

 8 

 8 

 7 

 8 

 9 



Sg. 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 

 5,866 

 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 

 .2.37 

 .185 

 .216 

 .247 

 .361 

 .378 

 .296 

 .346 

 .395 

 .407 

 .426 

 .333 

 .389 

 .444 

 .453 

 .473 

 .432 

 .494 

 .555 



Bbk. 



0.328 

 .343 

 .268 

 .312 

 ..357 

 .381 

 .298 

 .348 

 .398 

 .581 

 .609 

 .477 

 .557 

 .636 

 .65.5 

 .686 

 .536 

 .626 

 .715 

 .729 

 .762 

 .696 

 .795 

 .894 



Cu. yds. 

 0.092 

 .096 

 .075 

 .087 

 .100 

 .107 

 .083 

 .097 

 .111 

 .162 

 .170 

 .133 

 .156 

 .178 

 .183 

 .192 

 .150 

 .175 

 .200 

 .204 

 .213 

 .194 

 .222 

 .250 



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 



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 



Bhls. 

 1, 7.34 

 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 



Cu. yds. 



484 



506 



396 



461 



527 



563 



440 



513 



587 



858 



899 



704 



822 



938 



967 



1,012 



791 



923 



1,055 



1,076 



1,124 



1,026 



1,173 



1,318 



Cu. yds. 



850 



888 



696 



809 



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 



4 Mix. 



(Cement 1. 50 bbls. 



Per cubic yard] Fine aggregate 42 cu. yd. 



ICoarse aggregate . . . 84 cu. j'd. 



Fine aggregate 0" to J' 



Coarse aggregate, -i" to 2Y 



9. 



9. 



9. 

 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 



1,6.86 



472 



6 



6 



1.000 



5.280 



.167 



.250 



.070 



.140 



881 



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 



..3.33 



.093 



.186 



1,172 



1,758 



492 



7 



8 



1.111 



0,866 



.237 



.355 



.099 



.198 



1,251 



1,876 



525 



6 



6 



1.111 



5,866 



.185 



.278 



.078 



.156 



977 



1,466 



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 



548 



6 



8 



1.777 



9,383 



.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 



9,383 



.296 



.444 



.124 



.248 



1,563 



2,345 



657 



7 



7 



1.777 



9,383 



.346 



.519 



.145 



.290 



1,827 



2,741 



767 



8 



8 



1.777 



9,383 



..395 



.593 



.166 



.332 



2,086 



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 



i 



2.000 



10,560 



..389 



.583 



.163 



.326 



2,053 



3,079 



862 



8 



8 



2.000 



10,560 



.444 



.667 



.187 



.374 



2,344 



3, 516 



984 



6 



8 



2.222 



11,732 



.453 



.679 



.190 



.3.S0 



2,392 



3,588 



1,004 



7 



8 



2.222 



11, 7.32 



.473 



.710 



.198 



.396 



2,498 



3,747 



1,049 



7 



7 



2.222 



11, 732 



.4.32 



.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 



.000 



.833 



.233 



.466 



2,930 



4,395 



1,231 



904 



944 



740 



860 



984 



1,050 



820 



958 



1,096 



1,602 



1,678 



1,314 



1,534 



1,752 



1,806 



1,890 



1,476 



1,724 



1,%8 



2,008 



2,098 



1,916 



2,190 



2,462 



• Quantities given 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. 



