Design Manual Metric 2009 Part 5 pps
Design Manual Metric 2009 Part 5 pps
... 458 7 4786 4988 51 93 54 02 56 14
4 51 08 53 40 55 77 58 18 6064 6313 656 7 68 25 7088 7 354
1 4178 4330 4482 46 35 4790 49 45 5101 52 59 54 17 55 77
2 2 4913 50 74 52 37 54 00 55 65 5731 58 98 6066 62 35 64 05
3 354 7 ... 4129 4277 4426 457 6 4727 4879
4 4211 43 65 451 9 46 75 4832 4990 51 49 53 09 54 70 56 32
1 4442 4610 4781 4 952 51 26 53 01 54 77 56 55 58...
Design Manual Metric 2009 Part 3 ppsx
... F F
(5- 11) HOV MMMMF MMMMFF F MM F
F (11)
EU/M EU/M F F F F
(5- 12) Bike/Ped. Connectivity (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5)
Safety
(5- 13) ... (11) F (2) F (2) F F F F
(3-10)
Bike/Ped. Connectivity
(5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5) (5)
Safety
(3-11)
Non-Interstate Freeway
FFFFFFFFFFF...
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
33204 254 35 4 35 4 40 5 45 5 50 5 50
46207 257 35 8 35 8 40 9 45 9 50 10 50
59 2010 25 11 35 11 35 12 40 13 45 14 50 15 50
6122013 251 4 351 5 351 64017 451 850 2 050
7 152 016 251 7 351 9 352 04022 452 350 2 450
8182020 252 1 352 2 352 44026 452 750 2 950
9212123 252 4 352 6 352 84030 453 250 3 450
10 .....
Design Manual Metric 2009 Part 13 pps
... Facilities
Design Manual Page 1 050 -1
June 19 95
1 050 High Occupancy Vehicle Facilities
1 050 .01 General
1 050 .02 Definitions
1 050 .03 References
1 050 .04 Preliminary Design and Planning
1 050 . 05 Operations
1 050 .06 ... Vehicle Facilities
Design Manual Page 1 050 -11
June 19 95
Typical Concurrent Flow Lanes
Figure 1 050 -1
(Metric)
High Occupancy Vehicle Facilities
Pag...
Design Manual Metric 2009 Part 16 pps
... area.
Design Manual 1420-13
March 1994
PARTIAL ACCESS CONTROL CRITERIA
Figure 1420-2a
(Metric)
1420-12 Design Manual
March 1994
ACCESS CONTROL AT RAMP TERMINATION
Figure 1420-1c
(Metric)
Design Manual ... 1420-3
(Metric)
Design Manual 1420- 15
March 1994
ACCESS CONTROL AT RAMP TERMINATION
Figure 1420-1c
1420-18 Design Manual
March 1994
PARTIAL ACCESS CONTROL CRITERIA...
Design Manual Metric 2009 Part 1 potx
... 35 30
95 75 to 28 .5 22 .5
95 75 to 28 .5 22 .5
75 55 to 22 .5 16 .5
75 55 to 22 .5 16 .5
55 35 to 16 .5 10 .5
55 35 to 16 .5 10 .5
910-3 WB-63 to WB-19
WB-63 to WB-19
18 inch to 457 millimeters
40 mph to ... 70 2 35 270 3 15
40 680 820 940 to 80 3 15 3 15 3 65
50 1,030 1,030 1,180 to 90 3 95 3 95 4 05
60 1,480 1,480 1,480 to 100 4 75 4 75 4 75
70 2,000 2,...
Design Manual Metric 2009 Part 2 pot
... 210. 05( 3) for corridor and
design hearings
Hearing 210. 05( 5)(f) Hearing 210. 05( 5)(f)
Access Hearing Transcript 210.09(10) Address comments
Final Access Hearing Plan 210.09(11) Summary 210. 05( 6) ... Council on Environmental Quality (CEQ)
Regulations - 150 6.6
• USDOT Order 56 10.1C
• 23 CFR Part 771
• WAC Orders 197-11 -50 2, 53 5
• WAC Order 468-12 -51 0
(b) SEPA.
1. Public Hear...
Design Manual Metric 2009 Part 4 pdf
... 191 252 3 15 378 443 50 8
4 60 121 183 246 311 376 443 51 0 57 9 649
1 60 122 1 85 250 317 3 85 455 52 6 59 9 673
3 2 1 85 253 323 3 95 469 54 4 621 700 780 862
3 N/A 14 72 131 192 254 318 384 451 51 9
1.8 ... 186 252 319 388 459 53 1 6 05 681
1 60 123 188 255 324 3 95 469 54 4 622 702
4 2 193 2 65 339 416 4 95 577 662 749 838 930
3 N/A 15 72 131 192 256 321 389 459 53 1
4...
Design Manual Metric 2009 Part 7 doc
... 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 ... Facilities,” and
10 25, “Pedestrian Design Considerations.”
Roadside Safety Design Manual
Page 700-2 Metric Version May 2001
Impact Attenuator Systems — Older Systems
Fi...
Design Manual Metric 2009 Part 8 pptx
... 169 1 75 0.00033
Illumination Conduit Sizing Table
Trade Size Maximum Fill (mm² )
(NEC) 26% 40%
27 149 232
35
25
8
394
41 348 53 5
53 57 4 877
63 819 1 258
78 1 258 19 35
91 1677 258 0
Design Manual ... 14 14 15 0.01070
# 12 17 20 0.00673
# 10 22 30 0.00423
# 8 36 50 0.002 65 0.00420
# 6 47 65 0.00167 0.002 65
# 4 63 85 0.001 05 0.00167
# 2 86 1 15 0.00066
# 1 123 130...