1. 1 Channelization and Turn Bays CE 453 Lecture 31

2. 2 Outline Principles of Channelization Turn Bay Design Median Openings Some Examples Around Ames

3. 3 Principles of Channelization

4. 4 Channelization purpose: Facilitate safe and orderly movement Separate or regulate conflicting movements Define paths of travel Use traffic islands or pavement markings … for both vehicles and pedestrians

5. 5 Types/functions Directional – control, direct, guide Divisional – divide and alert Refuge – aid and protect pedestrians and bicyclists

6. 6 Island Channelization Flush or raised, paved or unpaved, always marked, sometimes delineated If raised … use lighting If raised rural … also delineate and slope curbs Size: large enough to command attention Must delineate a path that is natural and convenient for the driver

7. 7 Island Channelization Must have sufficient approach sight distance to islands Right turn island size (75 square feet at least to command attention) Minimum length of left turn bay 100’ If used at series of rural intersections, keep geometry consistent

8. 8 Channelization Gives priority to dominant movements Provides storage and/or deceleration area for turning vehicles Controls prohibited turns Restricts speed

9. 9 Delineation With Pavement Marking

10. 10 Usage expected in Iowa???

11. 11 Functional Objectives Limit Conflict Points (i.e., prohibit certain movements, non-overlap of opposing LTs), esp. in vicinity of intersection functional area (see figures) Limit Conflict Area Complexity (i.e., eliminate legs, add turn lanes, islands) Limit Conflict Frequency (i.e., add turn lanes, use right angles) Limit Conflict Severity (i.e., small angles, adequate turn bay length/curb radii for speed differential issues)

12. 12 Points of Conflict Traffic conflicts occur where the path of traffic movement crosses.

13. 13 Urban Intersection

14. 14 Conflict Points at Intersection

15. 15 Urban Channelized Intersection-

16. 16 Left & Right Turn Lanes

17. 17 Left & Right Turn Lane Requirements Turning movement volumes/ capacity Length of vehicles Accident (crash) experience (MUTCD? Other?) Source: www\fhwa\Flexibility in Highway Design - Chapter 8 - FHWA.htm

18. 18 New Construction: all unstopped approaches on primary, high speed rural highway intersections with other primary roadways Other approaches where through, left, and opposing volumes justify 12 ft. lanes Left Turn Lane Warrants – Iowa DOT Rehabilitation: Typically installed where there is a safety issue with vehicles turning left 11 ft. or 12 ft. lanes

19. 19 Warrants (cont.) Consider left turn lane if advancing volume/percent left combination exceeds these values. Note: for advancing left turn volume > 300 VPH total, consider dual left turn lane. Source: Green book 2001

20. 20 40mph

21. 21 50mph

22. 22 Warrants (cont.) – SUDAS?

23. 23

24. 24 Lane Length Deceleration Provide distance for turning vehicles to decelerate without interfering with through traffic Deceleration lane length depends on: Speed number of queued vehicles vehicle length Minimum: accommodate deceleration from D.S. – 10 mph to stop (PRT & 10 MPH reduction occurs upstream of bay; more in congested, urban conditions) Storage Unsignalized, accommodate 2 minutes of demand, at least 2 cars (or 1 car and 1 truck if truck% > 10)

25. 25 Length required, unsignalized left turn lanes

26. 26 Turn Bay Components

27. 27

28. 28 Some Turn Lane Details Transitions are often symmetrical reverse curves or straight line Curves at each end are desirable Green Book: 8:1 to 15:1 tapers for high speed highways … urban use 100’ for single and 150’ for dual left turn lane

29. 29 Design

30. 30 Design

31. 31 Left Turn Bay Circular Transition

32. 32 Left Turn Bay Taper

33. 33 Left Turn Bay (No Transition)

34. 34 Left Turn Separated [Tiger Tail]

35. 35

36. 36 If speed limit = 45 Initial v = 35 = 50fps d 2 =10:1 x 12 = 120’ Delta v = ? 120=1/2(4.5)t 2 + 50t t=2.2s Delta v = 2.2x4.5=10fps v 2 =50-10=40fps t 2 =40/9=4.5s d 3 =1/2(9)(4.5) 2 = 92’~100’ d 3 +d 3 =220’ for decel. Only (within the lane only)

37. 37 With Signals …

38. 38 Signalized storage required: Signalized, accommodate twice the expected average storage needed – depends on cycle and phasing

39. 39

40. 40

41. 41 Right Turn Bays Right turn bay length depends on corner radius (design speed)

42. 42

43. 43

44. 44 Median Openings

45. 45 Raised Median: Clive

46. 46 T-Intersection or Driveway Side Street Two Lane Undivided Street

47. 47 T-Intersection or Driveway Side Street Two Lane Undivided Street

48. 48 Median Closure  Application – Median openings should be considered for closure when: A safety or operational problem is evident and an appropriate retrofit cannot be made. Median width <11 ft. The left-turn bay of a nearby signalized intersection needs to be extended. Where a pattern of left-turn crashes is evident. Where heavy pedestrian use is predicted or accidents involving pedestrians have occurred at intersections.

49. 49 Median Closure - Design The need for visual cues is especially critical during nighttime hours where a 4-way intersection previously existed or there are access drives directly opposite each other. Minimum 4 ft. width face-to-face of curbs is recommended. Select and locate landscaping materials to delineate the median. Landscaping must not obscure sight distances.

50. 50 T-Intersection or Driveway Two lane roadway with raised median closed, no left-turn

51. 51

52. 52 T-Intersection or Driveway After #2 Two-lane roadway with raised median (left turn egress only from intersection or driveway)

53. 53 T-Intersection or Driveway After #3 Two lane roadway with raised median (left turn ingress only into driveway)

54. 54 4-Way Intersection or Driveway Note: Add 4 conflicts to each for four lane roadways 40 conflicts with Four Lane on major street

55. 55 4-Way Intersection or Driveway Added median close eliminates left-turn conflicts

56. 56 4-Way Intersection or Driveway Two lane roadway with raised median (left turn egress only from intersection or driveway)

57. 57 4-Way Intersection or Driveway Two lane roadway with raised median (left turn ingress only into intersection or driveway)

58. 58 Two Way Left Turn Lanes at Intersection or Driveway: Two way left turn lanes (TWLTL) (3 lane roadway) Reduces rear-end accidents and allows merging traffic to store in TWLTL

59. 59 Openings in the Raised Median  New median openings should not be permitted except to accommodate intersecting public roads or streets or large traffic-generating facilities such as shopping centers or industrial plants.  Median openings may be permitted in these instances if satisfactorily justified and in the public interest.

60. 60 Median Openings …(see GB for Design specs)

61. 61 Island for No Left Turn

62. 62 Some examples around Ames

63. 63 Striping through Intersection: Difficult to See

64. 64 Curb Radius Parking Lot

65. 65 Island for No Left Turn

66. 66 Right Turn Bay Curve

67. 67 Left Turn Bay Pavement Markings

68. 68 Curb Radius Curb Cut

69. 69 Turn Lane Pedestrian Refuge

70. 70 Curb Cut

71. 71 RR Crossing

72. 72 RR Crossing Raised Median

73. 73 Right Turn Island

74. 74 Island Pedestrian Refuge

75. 75 Median End Treatment

76. 76 Left Turn Bay Curve, Right Turn Bay Taper

77. 77 Left Turn Bay Circular Transition

78. 78 Left Turn Bay Curve, Right Turn Bay Taper

79. 79 Median to Discourage U-Turns

80. 80 3 Leg Intersection

81. 81 Median End (Keep Right)

82. 82 Median End Delineation

83. 83 Median in front of Lowes

84. 84 Intersection Approach Lincoln Way at Elwood

85. 85 Intersection Approach 4 th at Lincoln Way

86. 86 Median: Elwood Dr. at Airport Rd.