Appendix E- Traffic Impact Assessment.pdf

MOVEMENT SUMMARY
  Site: I1 [I1 - 2037 Baseline+DEV - PM (Site Folder: 2037 BL
+DEV)]
Output produced by SIDRA INTERSECTION Version: 9.1.3.210
Noosa Civic Expansion
Prepared by: SJ
Reviewed by: BR
Site Category: (None)
Roundabout


 Vehicle Movement Performance
 Mov    Turn Mov         Demand         Arrival   Deg.    Aver. Level of         95% Back Of     Prop.     Eff.    Aver.     Aver.
 ID          Class          Flows        Flows    Satn    Delay Service             Queue         Que     Stop    No. of    Speed
                      [ Total HV ] [ Total HV ]                                [ Veh.   Dist ]            Rate    Cycles
                       veh/h % veh/h %              v/c     sec                  veh      m                                  km/h
 East: Noosa Civic Access Road (E)
 5       T1 All MCs        54 0.0      54 0.0     0.505      7.1   LOS A        3.8      27.1     0.70     0.70     0.72     37.0
 6       R2 All MCs       474 3.0    474 3.0      0.505    12.2    LOS B        3.8      27.1     0.70     0.70     0.72     36.2
 6u      U      All MCs     4 3.0       4 3.0     0.505    14.5    LOS B        3.8      27.1     0.70     0.70     0.72     46.9
 Approach                 532 2.7    532 2.7      0.505     11.7   LOS B        3.8      27.1     0.70     0.70     0.72     36.3

 North: Hofmann Drive (N)
 7       L2 All MCs       635 3.0    635 3.0      0.363      3.4   LOS A        3.1      21.9     0.20     0.42     0.20     50.1
 9       R2 All MCs       433 0.0    433 0.0      0.295      8.6   LOS A        2.2      15.6     0.20     0.59     0.20     31.8
 9u      U      All MCs     1 3.0       1 3.0     0.295    10.9    LOS B        2.2      15.6     0.20     0.59     0.20     31.8
 Approach                 1068 1.8 1068 1.8       0.363      5.5   LOS A        3.1      21.9     0.20     0.49     0.20     44.2

 West: Hofmann Drive (W)
 10      L2 All MCs       627 0.0    627 0.0      0.677      9.0   LOS A        8.0      55.7     0.90     0.81      1.11    15.3
 11      T1 All MCs        31 0.0      31 0.0     0.677      9.3   LOS A        8.0      55.7     0.90     0.81      1.11    44.7
 12u     U      All MCs     1 0.0       1 0.0     0.677    16.7    LOS B        8.0      55.7     0.90     0.81      1.11    15.0
 Approach                 659 0.0    659 0.0      0.677      9.0   LOS A        8.0      55.7     0.90     0.81      1.11    16.6

 All Vehicles             2259 1.5 2259 1.5       0.677      8.0   LOS A        8.0      55.7     0.52     0.63     0.59     33.3

Site Level of Service (LOS) Method: Delay (SIDRA). Site LOS Method is specified in the Parameter Settings dialog (Options tab).
Roundabout LOS Method: SIDRA Roundabout LOS.
Vehicle movement LOS values are based on average delay per movement.
Intersection and Approach LOS values are based on average delay for all vehicle movements.
Roundabout Capacity Model: SIDRA Standard.
Delay Model: SIDRA Standard (Control Delay: Geometric Delay is included).
Queue Model: SIDRA queue estimation methods are used for Back of Queue and Queue at Start of Gap.
Gap-Acceptance Capacity Formula: SIDRA Standard (Akçelik M3D).
HV (%) values are calculated for All Movement Classes of All Heavy Vehicle Model Designation.
Arrival Flows used in performance calculations are adjusted to include any Initial Queued Demand and Upstream Capacity
Constraint effects.

SIDRA INTERSECTION 9.1 | Copyright © 2000-2022 Akcelik and Associates Pty Ltd | sidrasolutions.com
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Lot 1 SIDRA\620.30926-Noosa Lot 1 Retail SIDRA-v0.5.sip9