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TRAFFIC OPERATIONS REVIEW

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Time Headway (h) sec/veh. Gap (g) sec/veh. Space Headway (s) ft /veh. Spacing (S) ft/veh. Traffic ... How to measure each parameter from the time-space ... – PowerPoint PPT presentation

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Title: TRAFFIC OPERATIONS REVIEW


1
TRAFFIC OPERATIONS REVIEW
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5
Speed Studies
  • Time mean speed vs. space mean speed
  • Definition
  • How to estimate?
  • Grouped sample set
  • Normal distribution
  • Use its properties
  • Sample size issue
  • Compare two sets of samples

6
Traffic Studies
  • Volume studies
  • Terms
  • How to measure?
  • Travel time
  • Terms
  • How to measure?
  • Safety
  • Terms

7
Traffic Measurements
  • Traffic parameters
  • Flow (q) vph
  • Volume (v) vph
  • Density (k) vpm
  • Speed (u) mph
  • Time Headway (h) sec/veh
  • Gap (g) sec/veh
  • Space Headway (s) ft /veh
  • Spacing (S) ft/veh

8
Traffic Measurements
  • Definitions
  • How to measure each parameter from the time-space
    diagram
  • Basic equations
  • qku
  • Greenshields uufuf/kj k

9
Speed-Flow-Density Relationship
uf
uo
qmax
qmax
Capacityqmax
kj
ko
10
Example 1
q 50k 0.90k2 uf kj ko uo qmax?
qk u Y
k u 50k -0.90k2 Y
u 50 -0.90k
Greenshields
uf 50 mph
kj 55.56 vpm
0.90uf /kj Y
uo uf/2 25.0 mph
qmax kj uf/4 694.5 vph
ko kj/2 27.78 vpm
11
Example 2
Spacing 200 ft/veh _at_ q1188vph Greenshileds with
uf 60 mph kj qmax?
k 5280/s 26.4 vpm
u q/k 45 mph
q 1188 vph
Greenshields Y
uuf uf/kjk Y
4560-(60/kj)26.4
qmax kj uf/4 1584 vph
kj 105.6 vpm
12
Capacity Analysis
  • Basic Procedure
  • Estimate FFS
  • Estimate equivalent flow rate (vp)
  • Calculate density and find LOS from diagram

13
Type of Facilities
  • Freeway
  • Multilane highway

14
Calculation Procedures
  • Estimate free flow speed (FFS) of cars
  • Exhibits 23-4 through 23-7 FREEWAYS
  • Exhibits 21-4 through 21-7 HIGHWAYS
  • Calculate service flow rate (vp)
  • Compute density (Dvp/u)
  • Compare D to determine LOS to values in
  • in Exhibit 23-3 FREEWAYS
  • in Exhibit 21-3 HIGHWAYS

15
Example 1 (1/3)
4-Lane rural freeway V1,900 vph 5 trucks
11-foot lanes 3-foot right and left shoulders
2 grade 0.85 miles 0.5 interchanges/mile
PHF 0.9 everyday commuters. LOS?
FFS BFFS - fLW - fLC - fN - fID
71.3 mph
16
Example 1 (2/3)
1111 pcphpl
0.95
fhv 1/1PT(ET-1)PR(ER-1)
17
Example 1 (3/3)
D vP/FFS 1111/71.3 15.58 pcpmpl
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