Design Manual Metric 2009 Part 4 pdf

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... 1989 143 0.01 General 143 0.02 Access Report 143 0.03 Access Hearing 144 0 Surveying and Mapping June 1999 144 0.01 General ( 144 0-2 May 2001) 144 0.02 References 144 0.03 Procedures 144 0. 04 Datums 144 0.05 Global ... Railroad 940 Traffic Interchanges June 1999 940 -01 General ( 940 -4 May 2001) 940 .02 References ( 940 -5 through 7 May 2000) 940 .03 Definitions ( 940 -10 No...

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... 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 activities. Regional and local TDM ... to ensuring project delivery. Design Manual 220-7 June 1989 Also refer to 220. 04( 10) for additional requirements of a final Section 4( f) evaluation. The DEIS/Section 4(...

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... Freeway FFFFFFFFFFFFF FFF FFF FFF (3-12) All Others (1) M (4) M (4) M (4) M (4) F M (4) M (4) M (4) M (4) M (4) EU/F F F M (4) M (4) F M (4) M (4) F F F F Economic Development (3-13) Freight & ... beveling culverts. P65:DMM Basic Design Level Design Manual Page 41 0-2 Metric Version May 2001 Design Documentation, Approval, and Process Review Design Manual Page 330- 14...

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... distance) + (Design Clear Zone distance - shoulder 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 ... Connections Figure 710-7 Mailbox Location and Turnout Design Figure 700-6 Roadside Safety Design Manual Page 700- 14 Metric Version August 1997 Traffic Barriers Des...

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... the illuminance 840 .01 General 840 .02 References 840 .03 Definitions 840 . 04 Required Illumination 840 .05 Additional Illumination 840 .06 Design Criteria 840 .07 Documentation 840 .01 General Illumination ... through Signing Design Manual Page 820-8 November 1999 Steel Posts Figure 820-3 Illumination Design Manual Page 840 -12 May 2000 Freeway Lighting Applications Figu...

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... = 5 34 newtons Step 3. Determine (T) values. Span Length G Chart n min n T 1-2 42 m 47 1 N III 3 4 1 340 0 N 2-3 45 m 44 3 N III 4 4 12900 N 3 -4 30 m 623 N II 2 3 12500 N 4- 1 36 m 5 34 N II ... No. Class DT (a=10. 94) (a=9 .41 ) (a=8.97) 1 16820 N 2 .4 m 4. 0 m 3.5 m 3.5 m 2 246 40 N 3.0 m 5.0 m 4. 0 m 4. 0 m 3 16820 N 2 .4 m 4. 0 m 3.5 m 3.5 m 4 16820...

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... 4. 0 4. 6 10:1 BUS 26.6 8.5 7.0 4. 1 5.5 10:1 WB -40 25 .4 7.5 8.0 4. 4 6.2 6:1 WB-50 28 .4 8.0 9.5 4. 9 7.7 6:1 WB-67 28 .4 6.8 14. 8 4. 5 10.5 6:1 MH 25 .4 8.0 5.9 4. 5 4. 9 10:1 P/T 15.6 3.3 3.8 3.6 5 .4 6:1 MH/B ... terms of the 940 .01 General 940 .02 References 940 .03 Definitions 940 . 04 Interchange Design 940 .05 Ramps 940 .06 Interchange Connections 940 .07 Ram...

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