MCU14/0056 Traffic Addendum Att F - Information response

LANE SUMMARY
    Site: 2017 PM Pre Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2017 PM Pre-Development
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: Myall Street (South)
 Lane 1                                         20            4.0             1806               0.011            100          5.6                 LOS A                       0.0                      0.0   Short       70     0.0      0.0
 Lane 2                                       441             4.0             1901              0.232             100          0.0                 LOS A                       0.0                      0.0    Full      500     0.0      0.0
 Approach                                     461             4.0                               0.232                          0.3                    NA                       0.0                      0.0

 North: Myall Street (North)
 Lane 1                                       456             4.0             1901              0.240             100          0.0                 LOS A                       0.0                      0.0    Full      500     0.0      0.0
 Lane 2                                         13            4.0              669              0.019             100          8.4                 LOS A                       0.1                      0.5   Short       50     0.0      0.0
 Approach                                     468             4.0                               0.240                          0.3                    NA                       0.1                      0.5

 West: Ferrells Road
 Lane 1                                         24            4.0              699              0.035             100          8.8                 LOS A                       0.1                      0.8    Full      500     0.0      0.0
 Approach                                       24            4.0                               0.035                          8.8                 LOS A                       0.1                      0.8

 Intersection                                 954             4.0                               0.240                          0.5                    NA                       0.1                      0.8

Level of Service (LOS) Method: Delay (HCM 2000).
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.


Processed: Wednesday, 24 December 2014 11:34:04 AM Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.24.4877                           www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, 6016988, ADAM PEKOL CONSULTING, PLUS / 1PC