Design Manual Metric 2009 Part 6 pps
Design Manual Metric 2009 Part 6 pps
... L
B
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T
L
B
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T
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B
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B
L
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L
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22424 262 62735303532403445 365 03950
330303232343537374040434545504850
4 363 63939414144444848515154545858
54242454548485252 565 660 6 063 6 368 68
64 84851515454595 963 6 368 6872727777
75454585 861 6 166 667 171 767 681818787
860 6 064 6 468 687474797985859090 969 6
966 667 171757581818787939399991 061 06
10 ... L
B
L
T
L...
Design Manual Metric 2009 Part 3 ppsx
... beveling culverts.
P65:DMM
Basic Design Level Design Manual
Page 410-2 Metric Version May 2001
Design Documentation, Approval, and Process Review Design Manual
Page 330-14 Metric Version May 2001
Deviation ... guardrail,
signposts, impact attenuators)
Design Manual Basic Design Level
May 2001 Metric Version Page 410-1
Design Manual Design Documentation, Approval...
Design Manual Metric 2009 Part 5 pps
... 71 26
3 3703 3 860 4019 4179 4341 4504 466 9 48 36 5004 5174
3 .6 4 4522 469 6 4872 5049 5228 5409 5591 57 76 5 962 61 50
1 4717 4904 5092 5283 54 76 567 1 5 869 60 68 62 70 64 74
4 2 59 16 6131 63 48 65 67 67 89 ... 3 865 40 36 4209 4384 4 562 4742 4924 5108 5294 5482
4 4872 5 069 5 268 5470 567 4 5881 60 90 63 01 65 15 67 32
1 5304 5530 5758 5990 62 25 64 64 67 06 6951...
Design Manual Metric 2009 Part 13 pps
... 1050-2
(Metric)
High Occupancy Vehicle Facilities
Design Manual Page 1050-13
June 1995
Separated Roadway Single-Lane, One-Way or Reversible
Figure 1050-3a
(Metric)
Weigh Sites Design Manual
Page ... With HOV Bypass
Figure 1050-4a
Design Manual Weigh Sites
May 2000 Page 1040-11
Small Shoulder Site
Figure 1040 -6
High Occupancy Vehicle Facilities
Page 1050 -6 Design Manual...
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
Fi...
Design Manual Metric 2009 Part 1 potx
... Shelter Design 1 060 -34 March 1994
1 060 -10 Design Vehicle Turning Movements 1 060 -35 July 1994
1 060 -11 Turning Template for Articulated Bus 1 060 - 36 July 1994
1 060 -12 Intersection Design 1 060 -37 March ... 2001
64 0-15b Divided Highway Median Sections 64 0- 36 May 2001
64 0-15c Divided Highway Median Sections 64 0-37 May 2001
64 0-16a Roadway Sections in Rock Cuts Des...
Design Manual Metric 2009 Part 2 pot
... in accord-
ance with part six of WAC 197-11 and WAC
197-11-340(1). The Adoption Notice, WAC
197-11- 965 , is filled out by the district and
Planning Design Manual
Page 120 -6 May 2000
To avoid unnecessary ... Council on Environmental Quality (CEQ)
Regulations - 15 06. 6
• USDOT Order 561 0.1C
• 23 CFR Part 771
• WAC Orders 197-11-502, 535
• WAC Order 468 -12-510
(b) SEPA.
1. Public H...
Design Manual Metric 2009 Part 4 pdf
... 589 64 8 709 772 8 36 901 969 1038 1108
3 2 64 0 704 769 837 9 06 977 1049 1124 1200 1278
3 447 500 5 56 613 67 2 732 794 858 923 989
1.2 4 541 60 1 66 2 7 26 791 857 9 26 9 96 1 068 1141
1 566 63 0 69 7 765 ... 1580 17 26 1874
3 N/A N/A N/A 56 170 2 86 404 523 64 4 767
3 .6 4 120 241 364 489 61 6 744 874 10 06 1140 1275
1 120 242 366 492 62 1 752 884 1019 11 56 12 96...
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 ... G
uidelines.
Design Manual Roadside Safety
August 1997 Metric Version Page 700-9
Impact Attenuator Systems — Permanent Installations
Figure 720-2a
Impact Attenuator Syste...
Design Manual Metric 2009 Part 8 pptx
... 17 20 0.0 067 3
# 10 22 30 0.00423
# 8 36 50 0.00 265 0.00420
# 6 47 65 0.00 167 0.00 265
# 4 63 85 0.00105 0.00 167
# 2 86 115 0.00 066
# 1 123 130 0.00052
# 1/0 143 150 0.00042
#2/0 169 175 0.00033
Illumination ... amps 16 60 0.00 167 3.21 3.21
A to B # 8 7 @ 2 amps 14 38 0.00 265 2.82 6. 03
B to C # 8 4 @ 2 amps 8 38 0.00 265 1 .61 7 .64
C to D # 8 4 @ 2 amps 8 38 0.00 265...
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