RFI traffic updated 2016

LANE SUMMARY
    Site: Elm Street / Pearson Road AM Peak 2028 with dev - functional layout

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              419   0.0    1970    0.213     100         0.0     LOS A            0.0          0.0       Full      500   0.0    0.0
 Lane 2               77   0.0     397    0.194     100        14.8     LOS B            0.7          4.9      Short       60   0.0    NA
 Approach            496   0.0            0.213                 2.3         NA           0.7          4.9

 East: Pearson Road
 Lane 1              161   0.0     196    0.822     100        48.9     LOS D            4.4         30.8       Full      500   0.0    0.0
 Approach            161   0.0            0.822                48.9     LOS D            4.4         30.8

 North: Elm Street
 Lane 1                6   0.0    1828    0.003     100         5.5     LOS A            0.0          0.0      Short       15   0.0    NA
 Lane 2           1095     0.0    1970    0.556     100         0.1     LOS A            0.0          0.0       Full      500   0.0    0.0
 Approach         1101     0.0            0.556                 0.1         NA           0.0          0.0

 Intersection     1758     0.0            0.822                 5.2         NA           4.4         30.8


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.


SIDRA INTERSECTION 6.1 | Copyright © 2000-2015 Akcelik and Associates Pty Ltd | sidrasolutions.com
Organisation: CALIBRE CONSULTING (QLD) PTY LTD | Processed: Friday, 29 January 2016 11:26:23 AM
Project: H:\B14\150-199\B14158.R\Technical\Elm St - Pearson Rd 2028 AM & PM - without & with dev_ver28.01.16.sip6