Design Manual Metric 2009 Part 3 ppsx
... I-90 2.65 0.00 4 .34 1.69 SR 30 3 SR 3 to SR 30 4 0.00B 0.00 8. 73 8.89 SR 30 4 SR 16 to Bremerton Ferry 0.00 0.00 3. 51 3. 24 SR 30 5 SR 3 to Winslow Ferry 0.02 0.00 13. 52 13. 50 SR 30 7 SR 30 5 to SR 104 ... 5.25 SR 31 0 SR 3 to SR 30 4 0.00 0.00 1.84 1.84 US 39 5 Congressional High Priority Route 13. 05 13. 05 270.26 275.09 SR 401 SR 101 to SR 4 0.00 0.00 12. 13 12. 13...
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Design Manual Metric 2009 Part 1 potx
... Routes 32 5-15 May 2001 33 0-1 Design Approval Level 33 0-7 May 2001 33 0-2 Reviews and Approvals 33 0-8 May 2001 33 0-3a Reviews and Approvals, Design 33 0-9 May 2001 33 0-3b Reviews and Approvals, Design ... Review May 2001 33 0.01 General 33 0.02 References 33 0. 03 Purpose 33 0.04 Project Development 33 0.05 Project Definition Phase 33 0.06 Design Documentation 33...
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Design Manual Metric 2009 Part 2 pot
... media about 3 days before ad 210.05(5)(b) For Corridor, Design, and For Access Hearings Environmental Hearings 24 days Reproduction of plans 210.09(8) 30 days Advertise a hearing * 210.05 (3) 15 days ... if required. The Corp issues the permit when all objections are resolved. 240-2 Design Manual September 1990 Planning Design Manual Page 120-10 May 2000 incorporate TDM activitie...
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Design Manual Metric 2009 Part 4 pdf
... 2614 27 53 2896 30 41 31 88 33 38 34 90 1 2407 2559 2714 28 73 3 035 32 00 33 69 35 41 37 16 38 95 6 2 32 65 34 56 36 51 38 50 4054 4262 4474 4690 4910 5 135 3 1916 2052 2190 233 3 2478 2628 2780 2 936 30 95 32 58 4 ... 2218 237 7 2 539 2704 2871 1 1511 1669 1 830 1994 2162 233 3 2507 2685 2866 30 51 6 2 2 437 2 635 2 838 30 44 32 55 34 70 36 90 39 13 4141 437 3 3...
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Design Manual Metric 2009 Part 5 pps
... 600 1 35 65 36 96 38 29 39 62 4097 4 232 436 9 4507 4645 4785 2 2 4119 4259 4401 45 43 4687 4 831 4977 5124 5272 5421 3 3094 32 20 33 46 34 73 3602 37 31 38 62 39 93 4126 4259 4 35 98 37 31 38 66 4002 4 139 4277 ... 4840 1 38 28 39 77 4127 4279 4 433 4588 4744 49 03 5062 5224 3 2 4562 4726 48 93 5061 5 230 5402 5575 5750 5927 6105 3 3266 34 05 35 46 36 88 38 32...
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Design Manual Metric 2009 Part 6 pps
... L B L T L B L T L B L T L B L T L B L T L B L T L B L T L B L T 21220 132 51 435 1 535 1640174518502050 31 52016251 735 1 935 20402245 235 02450 4182020252 135 2 235 2440264527502950 52121 232 52 435 2 635 284 030 4 532 5 034 50 6242426262 735 3 035 324 034 4 536 5 039 50 72727292 931 3 533 3 536 4 038 4541504450 830 3 032 3 234 3 537 374040 434 545504850 933 333 636 3 838 4141444447475050...
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Design Manual Metric 2009 Part 7 doc
... width) = 2.4 + 3. 6 + (5.2 - 2.4) = 8.8 m Recovery Area Figure 700 -3 Design Manual Roadside Safety August 1997 Metric Version Page 700-11 Design Manual Traffic Barriers May 2000 Page 710- 23 Cable Barrier ... 21-01, WSDOT Roadside Design Guide, AASHTO Bridge Design Manual, M 23- 50, WSDOT Traffic Manual, M 51-02, WSDOT 710. 03 Definitions barrier terminal A crashworthy en...
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Design Manual Metric 2009 Part 8 pptx
... 149 232 35 25 8 39 4 41 34 8 535 53 574 877 63 819 1258 78 1258 1 935 91 1677 2580 Design Manual Illumination May 2000 Page 840-15 Roadway Lighting Applications Figure 840-5 Signing Design Manual Page ... 0.006 73 # 10 22 30 0.004 23 # 8 36 50 0.00265 0.00420 # 6 47 65 0.00167 0.00265 # 4 63 85 0.00105 0.00167 # 2 86 115 0.00066 # 1 1 23 130 0.00052 # 1/0 1 43 150...
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Design Manual Metric 2009 Part 9 pot
... 1 3. 8 6.1 10 3. 8 3. 8 13. 8 13. 8 2 3. 1 12.2 10 3. 1 6.9 16.9 16.9 3 2.7 18 .3 10 2.7 9.6 19.6 18.2 4 2.4 24.4 10 2.4 12.0 22.0 19 .3 5 2.2 30 .5 10 2.2 14.2 24.2 20.1 6 2.1 36 .6 10 2.1 16 .3 26 .3 20.9 7 ... 81 21 21. 23 92 142 27 27.00 149 229 35 35 .41 256 39 4 41 41.25 34 7 535 53 52.91 572 879 63 63. 22 816 1256 78 78.49 1258 1 935 91 90.68 1679 25 83 1 03...
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Design Manual Metric 2009 Part 10 doc
... w0 h30" alt="" Noncommercial Approach Design Template A Figure 920 -3 Design Manual Road Approaches November 1999 Metric Version Page 920-5 Design Manual Intersections At Grade May 2001 Metric ... class="bi x88 y1 43 wc h 33" alt="" Design Manual Intersections At Grade May 2001 Metric Version Page 910 -35 U-Turn Locations Figure 910-17 Vehicle W R L F1 F2 T P 15.6 4....
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