Appendix E- Traffic Impact Assessment

MOVEMENT SUMMARY
      Site: I1 [I1 - 2037 Baseline - SAT (Site Folder: 2037 BL)]
Output produced by SIDRA INTERSECTION Version: 9.1.2.202
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       85 0.0      85 0.0     0.614      6.7   LOS A        5.6      40.1     0.69     0.67     0.72     37.1
 6       R2 All MCs       627 3.0    627 3.0      0.614     11.8   LOS B        5.6      40.1     0.69     0.67     0.72     36.3
 6u       U     All MCs    15 3.0      15 3.0     0.614    14.1    LOS B        5.6      40.1     0.69     0.67     0.72     47.0
 Approach                 727 2.6    727 2.6      0.614     11.2   LOS B        5.6      40.1     0.69     0.67     0.72     36.6

 North: Hofmann Drive (N)
 7        L2 All MCs      845 3.0    845 3.0      0.500      3.6   LOS A        4.8      34.8     0.33     0.43     0.33     49.4
 9       R2 All MCs       301 0.0    301 0.0      0.235      8.8   LOS A        1.6      11.0     0.27     0.59     0.27     31.4
 9u       U     All MCs     1 3.0       1 3.0     0.235     11.1   LOS B        1.6      11.0     0.27     0.59     0.27     31.4
 Approach                 1147 2.2 1147 2.2       0.500      5.0   LOS A        4.8      34.8     0.31     0.47     0.31     45.8

 West: Hofmann Drive (W)
 10       L2 All MCs      508 0.0    508 0.0      0.681     11.8   LOS B        8.2      57.1     0.97     0.91     1.30     14.4
 11       T1 All MCs       51 0.0      51 0.0     0.681    12.1    LOS B        8.2      57.1     0.97     0.91     1.30     41.7
 12u      U     All MCs     1 0.0       1 0.0     0.681    19.5    LOS B        8.2      57.1     0.97     0.91     1.30     14.1
 Approach                 560 0.0    560 0.0      0.681     11.8   LOS B        8.2      57.1     0.97     0.91     1.30     16.8

 All Vehicles             2435 1.8 2435 1.8       0.681      8.4   LOS A        8.2      57.1     0.58     0.63     0.66     35.3

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