X hits on this document

PDF document

State of California, Department of Transportation - page 51 / 52

186 views

0 shares

0 downloads

0 comments

51 / 52

CALTRANS Outside "TARGET" % Asphalt

OTHERS Inside "FALSE" % Asphalt

Multiplier % Change

Difference US - OTHERS

CALTRANS Outside "TARGET" % Asphalt

OTHERS Inside "FALSE" % Asphalt

Multiplier % Change

Difference US - OTHERS

1.5 1.6 1.7 1.8 1.9 2.0 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 2.9 3.0 3.1 3.2 3.3 3.4 3.5 3.6 3.7 3.8 3.9 4.0 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5.0 5.1 5.2 5.3 5.4 5.5 5.6 5.7 5.8 5.9 6.0

1.478 1.575 1.672 1.768 1.865 1.961 2.057 2.153 2.248 2.344 2.439 2.534 2.629 2.724 2.818 2.913 3.007 3.101 3.195 3.288 3.382 3.475 3.568 3.661 3.754 3.846 3.939 4.031 4.123 4.215 4.306 4.398 4.489 4.580 4.671 4.762 4.853 4.943 5.033 5.123 5.213 5.303 5.393 5.482 5.571 5.660

0.9853 0.9844 0.9835 0.9822 0.9816 0.9805 0.9795 0.9786 0.9774 0.9767 0.9756 0.9746 0.9737 0.9729 0.9717 0.9710 0.9700 0.9691 0.9682 0.9671 0.9663 0.9653 0.9643 0.9634 0.9626 0.9615 0.9607 0.9598 0.9588 0.9580 0.9569 0.9561 0.9551 0.9542 0.9533 0.9524 0.9516 0.9506 0.9496 0.9487 0.9478 0.9470 0.9461 0.9452 0.9442 0.9433

0.0220 0.0250 0.0280 0.0320 0.0350 0.0390 0.0430 0.0470 0.0520 0.0560 0.0610 0.0660 0.0710 0.0760 0.0820 0.0870 0.0930 0.0990 0.1050 0.1120 0.1180 0.1250 0.1320 0.1390 0.1460 0.1540 0.1610 0.1690 0.1770 0.1850 0.1940 0.2020 0.2110 0.2200 0.2290 0.2380 0.2470 0.2570 0.2670 0.2770 0.2870 0.2970 0.3070 0.3180 0.3290 0.3400

6.1 6.2 6.3 6.4 6.5 6.6 6.7 6.8 6.9 7.0 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 8.0 8.1 8.2 8.3 8.4 8.5 8.6 8.7 8.8 8.9 9.0 9.1 9.2 9.3 9.4 9.5 9.6 9.7 9.8 9.9 10.0 10.1 10.2 10.3 10.4 10.5 10.6

5.749 5.838 5.927 6.015 6.103 6.191 6.279 6.367 6.455 6.542 6.629 6.716 6.803 6.890 6.977 7.063 7.149 7.236 7.322 7.407 7.493 7.579 7.664 7.749 7.834 7.919 8.004 8.088 8.173 8.257 8.341 8.425 8.509 8.592 8.676 8.759 8.842 8.925 9.008 9.091 9.173 9.256 9.338 9.420 9.500 9.579

0.9425 0.9416 0.9408 0.9398 0.9389 0.9380 0.9372 0.9363 0.9355 0.9346 0.9337 0.9328 0.9319 0.9311 0.9303 0.9293 0.9284 0.9277 0.9268 0.9259 0.9251 0.9243 0.9234 0.9225 0.9216 0.9208 0.9200 0.9191 0.9183 0.9174 0.9166 0.9158 0.9149 0.9140 0.9133 0.9124 0.9115 0.9107 0.9099 0.9091 0.9082 0.9075 0.9066 0.9058 0.9048 0.9037

0.3510 0.3620 0.3730 0.3850 0.3970 0.4090 0.4210 0.4330 0.4450 0.4580 0.4710 0.4840 0.4970 0.5100 0.5230 0.5370 0.5510 0.5640 0.5780 0.5930 0.6070 0.6210 0.6360 0.6510 0.6660 0.6810 0.6960 0.7120 0.7270 0.7430 0.7590 0.7750 0.7910 0.8080 0.8240 0.8410 0.8580 0.8750 0.8920 0.9090 0.9270 0.9440 0.9620 0.9800 1.0000 1.0210

Appendix No. “C”

INSIDE - OUTSIDE ASPHALT CONTENT

Caltrans - asph Others - Some **Note - Varatio

alt content is specified as a percentage of the dry aggregate weight = "Ouside the Mix" agencies specify the asphalt content as part of the total mix = "Inside the Mix" ns in the production rate will not alter these results if the "target" (ordered asphalt content) remains constant

Document info
Document views186
Page views186
Page last viewedThu Jan 19 00:43:19 UTC 2017
Pages52
Paragraphs1391
Words18161

Comments