MCU14/0056 - Attachment K -Traffic Impact Assessment

LANE SUMMARY
     Site: 2026 PM Post Dev
Myall Street / Ferrells Road Intersection
14-082 Myall Street, Cooroy
2026 PM Post-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               26    4.0    1806    0.015     100          8.2      LOS A            0.0           0.0    Short       70   0.0    0.0
 Lane 2             579     4.0    1901    0.305     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Approach           605     4.0            0.305                  0.4          NA           0.0           0.0

 North: Myall Street (North)
 Lane 1             600     4.0    1901    0.316     100          0.0      LOS A            0.0           0.0     Full      500   0.0    0.0
 Lane 2               26    4.0     532    0.049     100         13.1      LOS B            0.2           1.2    Short       50   0.0    0.0
 Approach           626     4.0            0.316                  0.6          NA           0.2           1.2

 West: Ferrells Road
 Lane 1               41    4.0     537    0.076     100         13.3      LOS B            0.3           1.8     Full      500   0.0    0.0
 Approach             41    4.0            0.076                 13.3      LOS B            0.3           1.8

 Intersection      1273     4.0            0.316                  0.9          NA           0.3           1.8


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, 19 March 2014 12:11:04 PM          Copyright © 2000-2014 Akcelik and Associates Pty Ltd
SIDRA INTERSECTION 6.0.20.4660                           www.sidrasolutions.com
Project: P:\2012-13\13-082 Myall Street, Cooroy\Calcs\SIDRA\Myall St - Ferrells Rd\Myall St - Ferrells Rd.sip6
8000122, ADAM PEKOL CONSULTING, PLUS / 1PC