RFI traffic updated 2016

LANE SUMMARY
    Site: Elm Street / Pearson Road PM Peak 2028 with dev - functional layout
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              778   0.0    1950    0.399     100         0.1     LOS A            0.0          0.0       Full      500   0.0    0.0
 Lane 2              108   0.0     722    0.150     100         9.8     LOS A            0.6          4.2      Short       60   0.0    NA
 Approach            886   0.0            0.399                 1.2         NA           0.6          4.2

 East: Pearson Road
 Lane 1               69   0.0     235    0.293     100        21.1     LOS B            1.0          6.9       Full      500   0.0    0.0
 Approach             69   0.0            0.293                21.1     LOS B            1.0          6.9

 North: Elm Street
 Lane 1               10   0.0    1857    0.005     100         5.5     LOS A            0.0          0.0      Short       15   0.0    NA
 Lane 2              785   0.0    1950    0.403     100         0.1     LOS A            0.0          0.0       Full      500   0.0    0.0
 Approach            795   0.0            0.403                 0.1         NA           0.0          0.0

 Intersection     1750     0.0            0.403                 1.5         NA           1.0          6.9


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: CALIBRE CONSULTING (QLD) PTY LTD | Processed: Friday, 29 January 2016 3:35:01 PM
Project: H:\B14\150-199\B14158.R\Technical\Elm St - Pearson Rd 2028 AM & PM - without & with dev_ver28.01.16.sip6