RFI traffic updated 2016

LANE SUMMARY
    Site: Elm Street / Pearson Road AM Peak 2028 without dev
New Site
Giveway / Yield (Two-Way)



 Lane Use and Performance
              Demand Flows                 Deg.   Lane     Average     Level of     95% Back of Queue          Lane      Lane Cap. Prob.
                  Total HV        Cap.     Satn    Util.    Delay      Service         Veh        Dist         Config   Length Adj. Block.
                 veh/h   %       veh/h      v/c     %          sec                                  m                       m   %       %
 South: Elm Street
 Lane 1              460   0.0    1560    0.295     100         9.6     LOS A            4.2         29.4       Full      500   0.0    0.0
 Approach            460   0.0            0.295                 9.6         NA           4.2         29.4

 East: Pearson Road
 Lane 1              105   0.0     366    0.287     100        17.8     LOS B            1.0          7.2       Full      500   0.0    0.0
 Approach            105   0.0            0.287                17.8     LOS B            1.0          7.2

 North: Elm Street
 Lane 1           1065     0.0    1950    0.546     100         0.1     LOS A            0.0          0.0       Full      500   0.0    0.0
 Approach         1065     0.0            0.546                 0.1         NA           0.0          0.0

 Intersection     1630     0.0            0.546                 4.0         NA           4.2         29.4


Level of Service (LOS) Method: Delay (RTA NSW).
Lane LOS values are based on average delay per lane.
Minor Road Approach LOS values are based on average delay for all lanes.
NA: Intersection LOS and Major Road Approach LOS values are Not Applicable for two-way sign control since the average delay is not a
good LOS measure due to zero delays associated with major road lanes.
SIDRA Standard Delay Model is used. Control Delay includes Geometric Delay.
Gap-Acceptance Capacity: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.


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Organisation: Brown Consulting | Processed: Monday, 15 December 2014 5:03:03 PM
Project: H:\B14\150-199\B14158.R\Technical\Elm St - Pearson Rd 2028 AM & PM - without & with dev_ver28.01.16.sip6