Exhibit K - Traffic Impact Analysis — Rialto City Council, May 14, 2024 (part 2 of 2)

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 1
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
112.00
100.00
100.00
100.00

70.00 75.00
100.00
100.00
100.00

75.00 Entry Pocket Length [ft]
0 1
0 0
1 1
0 0
0 1
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Right
Thru
Left2
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Westbound
Eastbound
Approach
Randall Ave
Randall Ave
Name
Intersection Setup
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-306
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
14 1
124
52 2
1 92
146
0 40
Total Analysis Volume [veh/h]
4 0
31 13
1 0
23 37
0 10
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500

1.0000
Peak Hour Factor
14 1
124
52 2
1 92
146
0 40
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
3 0
18 0
2 0
0 27
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0000

1.0404
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
11 1
102
50 0
1 88
114
0 38
Base Volume Input [veh/h]
Randall Ave
Randall Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-307
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
16 0
0 0
0 19
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

0.0 3.0
Vehicle Extension [s]
0 0
27 14
0 0
0 30
0 17
Split [s]

0.0 0.0

1.0 1.0

0.0 0.0

0.0 1.0

0.0 1.0
All red [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

0.0 3.0
Amber [s]
0 0
30 7
0 0
0 30
0 7
Maximum Green [s]
0 0
7 7
0 0
0 7
0 7
Minimum Green [s]
-
-
-
Lag
-
-
-
-
-
Lag
Lead / Lag
Auxiliary Signal Groups
0 0
8 3
0 0
0 4
0 7
Signal Group
Permissiv
Permissiv
Permissiv
Protected
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Protected
Control Type
Phasing & Timing

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-308

6.31 57.25

25.60 39.99

64.56 17.97
95th-Percentile Queue Length [ft/ln]

0.25 2.29

1.02 1.60

2.58 0.72
95th-Percentile Queue Length [veh/ln]

3.51 31.81

14.22 22.22

35.87 9.98
50th-Percentile Queue Length [ft/ln]

0.14 1.27

0.57 0.89

1.43 0.40
50th-Percentile Queue Length [veh/ln]
No
No
Yes
No
Yes
No
Critical Lane Group
B
C
C
C
C
C
Lane Group LOS

19.01 21.84

23.30 20.32

21.31 21.36
d, Delay for Lane Group [s/veh]

0.08 0.53

0.39 0.41

0.55 0.25
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.16 1.86

1.84 1.22

1.80 0.78
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

18.85 19.98

21.45 19.11

19.50 20.58
d1, Uniform Delay [s]
199
234
134
225
264
162
c, Capacity [veh/h]
1615
1900
1810
1615
1900
1810
s, saturation flow rate [veh/h]

0.01 0.07

0.03 0.06

0.08 0.02
(v / s)_i Volume / Saturation Flow Rate

0.12 0.12

0.07 0.14

0.14 0.09
g / C, Green / Cycle
6 6
4 7
7 4
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
48 48
48 48
48 48
C, Cycle Length [s]
R
C
L
R
C
L
Lane Group
Lane Group Calculations
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-309
A
B
Bicycle LOS

1.873

2.018
I_b,int, Bicycle LOS Score for Intersection

6.67 5.18
d_b, Bicycle Delay [s]
950
1074
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
B
B
Crosswalk LOS

2.396

2.319
I_p,int, Pedestrian LOS Score for Intersection

14.45 14.45
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.521
Intersection V/C
C
Intersection LOS

20.39 d_I, Intersection Delay [s/veh]
C
C
Approach LOS

22.01 20.99
d_A, Approach Delay [s/veh]
C
B
C
C
C
C
C
C
Movement LOS

21.84 19.01

21.84 23.30

0.00 20.32

21.31 21.31

0.00 21.36
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-310
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

50.00 50.00
Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
195.00
100.00
100.00
100.00
100.00
210.00
Entry Pocket Length [ft]
0 0
0 0
1 0
0 0
0 1
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left
Right2
Right2
Thru
Left
Left2
Turning Movement
Lane Configuration
Southwestbound
Northeastbound
Approach
Bloomington Ave
Bloomington Ave
Name
Intersection Setup
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-311
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
4 12
117
53 0
42 16
155
18 0
Total Analysis Volume [veh/h]
1 3
29 13
0 11
4 39
5 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
4 12
117
53 0
42 16
155
18 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
1 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.2300

1.0404

1.2300

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
3 10
95 43
0 34
12 126
15 0
Base Volume Input [veh/h]
Bloomington Ave
Bloomington Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-312
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
32 0
0 0
0 23
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

3.0 3.0
Vehicle Extension [s]
0 0
43 23
23 0
0 34
14 14
Split [s]

0.0 0.0

1.0 1.0

1.0 0.0

0.0 1.0

1.0 1.0
All red [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

3.0 3.0
Amber [s]
0 0
30 7
7 0
0 30
7 7
Maximum Green [s]
0 0
7 7
7 0
0 7
7 7
Minimum Green [s]
-
-
-
Lag
Lag
-
-
-
Lead
Lead
Lead / Lag
Auxiliary Signal Groups
0 0
6 1
1 0
0 2
5 5
Signal Group
Permissiv
Permissiv
Permissiv
Protected
ProtPerm
Permissiv
Permissiv
Permissiv
Protected
Protected
Control Type
Phasing & Timing

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

5.55 25.59

15.82 24.36

22.88 32.51

28.45 9.74
95th-Percentile Queue Length [ft/ln]

0.22 1.02

0.63 0.97

0.92 1.30

1.14 0.39
95th-Percentile Queue Length [veh/ln]

3.08 14.22

8.79 13.54

12.71 18.06

15.81 5.41
50th-Percentile Queue Length [ft/ln]

0.12 0.57

0.35 0.54

0.51 0.72

0.63 0.22
50th-Percentile Queue Length [veh/ln]
No
No
No
Yes
No
Yes
No
No
Critical Lane Group
B
B
B
C
B
B
B
C
Lane Group LOS

16.59 17.29

16.92 23.26

19.41 19.62

19.41 26.06
d, Delay for Lane Group [s/veh]

0.06 0.21

0.13 0.39

0.26 0.32

0.28 0.31
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.08 0.30

0.17 1.84

0.63 0.69

0.58 3.05
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

16.51 16.99

16.75 21.42

18.78 18.93

18.83 23.00
d1, Uniform Delay [s]
290
341
341
135
221
260
260
57 c, Capacity [veh/h]
1615
1900
1900
1810
1615
1900
1900
1810
s, saturation flow rate [veh/h]

0.01 0.04

0.02 0.03

0.04 0.04

0.04 0.01
(v / s)_i Volume / Saturation Flow Rate

0.18 0.18

0.18 0.07

0.14 0.14

0.14 0.03
g / C, Green / Cycle
9 9
9 4
7 7
7 2
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
48 48
48 48
48 48
48 48
C, Cycle Length [s]
R
C
C
L
R
C
C
L
Lane Group
Lane Group Calculations
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-314
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

0.00 26.06

19.52 19.62

19.41 0.00

23.26 17.15

17.29 16.59
Movement LOS
C
B
B
B
C
B
B
B
d_A, Approach Delay [s/veh]

20.00 18.84
Approach LOS
C
B
d_I, Intersection Delay [s/veh]

20.39 Intersection LOS
C
Intersection V/C

0.521
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
d_p, Pedestrian Delay [s]

14.45 14.45
I_p,int, Pedestrian LOS Score for Intersection

2.720

2.557
Crosswalk LOS
B
B
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1240
1611
d_b, Bicycle Delay [s]

3.50 0.91
I_b,int, Bicycle LOS Score for Intersection

1.737

1.710
Bicycle LOS
A
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
12 8
7 6
5 Ring 2
-
-
-
-
-
-
-
-
-
-
-
10 4
3 2
1 Ring 1
Sequence
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-315

0.003
Volume to Capacity (v/c):

A
Level Of Service:

0.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 2: Lilac Ave (NS) at Project Dwy (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 35.00

35.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
Lilac Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 0
297
0 0
227
Total Analysis Volume [veh/h]
0 0
74 0
0 57
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
0 0
297
0 0
227
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
5 0
0 2
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0404
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 0
281
0 0
216
Base Volume Input [veh/h]
Lilac Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-316
A
Intersection LOS

0.00 d_I, Intersection Delay [s/veh]
B
A
A
Approach LOS

10.68 0.00

0.00 d_A, Approach Delay [s/veh]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [veh/ln]
A
B
A
A
A
A
Movement LOS

9.40 11.96

0.00 7.66

0.00 0.00
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
No
Flared Lane
Stop
Free
Free
Priority Scheme
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-317

0.002
Volume to Capacity (v/c):

A
Level Of Service:

0.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 3: Project Dwy (NS) at Randall Ave (NS)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 40.00

25.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Thru
Left
Right
Thru
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Northbound
Approach
Randall Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
194
0 0
223
0 0
Total Analysis Volume [veh/h]
49 0
0 56
0 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
194
0 0
223
0 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
23 0
0 33
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0000

1.0404

1.0000
Growth Factor

0.00 2.00

0.00 0.00

0.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
164
0 0
183
0 0
Base Volume Input [veh/h]
Randall Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-318
A
Intersection LOS

0.00 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

0.00 0.00

9.38 d_A, Approach Delay [s/veh]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [veh/ln]
A
A
A
A
Movement LOS

0.00 0.00

9.38 0.00
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
Flared Lane
Free
Free
Stop
Priority Scheme
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-319

0.559
Volume to Capacity (v/c):

C
Level Of Service:

15.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Willow Ave (NS) at Randall Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

40.00 25.00

40.00 25.00
Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
160.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
1 0
0 1
0 1
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Northbound
Approach
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
43 170
33 31
184
18 11
259
40 72
168
18 Total Analysis Volume [veh/h]
11 43
8 8
46 5
3 65
10 18
42 5
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
43 170
33 31
184
18 11
259
40 72
168
18 Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 23
0 0
33 0
0 5
0 0
2 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0404
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
41 141
32 30
145
17 11
244
38 69
160
17 Base Volume Input [veh/h]
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-320
C
Intersection LOS

15.03 Intersection Delay [s/veh]
B
B
C
B
Approach LOS

14.41 12.67

17.42 14.90
Approach Delay [s/veh]

6.41 51.06

4.25 39.87

2.91 85.58

60.67 95th-Percentile Queue Length [ft]

0.26 2.04

0.17 1.59

0.12 3.42

2.43 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.08 0.42

0.05 0.36

0.04 0.56

0.46 Degree of Utilization, x
544
485
577
518
482
555
558
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-321

0.540
Volume to Capacity (v/c):

B
Level Of Service:

19.8 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lilac Ave (NS) at Randall Ave (EW) at Bloomington Ave (NE/SW) Intersection Level Of Service Report
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

25.00 35.00
Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Southbound
Northbound
Approach
Lilac Ave
Lilac Ave
Name
Intersection Setup
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-322
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
3 26
66 13
2 12
12 101
24 2
Total Analysis Volume [veh/h]
1 7
17 3
1 3
3 25
6 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
3 26
66 13
2 12
12 101
24 2
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
2 6
0 0
0 5
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0500
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
3 25
61 7
2 11
11 91
23 2
Base Volume Input [veh/h]
Lilac Ave
Lilac Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-323
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
Pedestrian Recall
No
No
Maximum Recall
No
No
Minimum Recall

0.0 0.0

2.0 0.0

0.0 0.0

0.0 2.0

0.0 0.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 0.0

0.0 0.0

0.0 2.0

0.0 0.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
10 0
0 0
0 10
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0

0.0 0.0
Vehicle Extension [s]
0 0
29 0
0 0
0 29
0 0
Split [s]

0.0 0.0

1.0 0.0

0.0 0.0

0.0 1.0

0.0 0.0
All red [s]

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0

0.0 0.0
Amber [s]
0 0
30 0
0 0
0 30
0 0
Maximum Green [s]
0 0
7 0
0 0
0 7
0 0
Minimum Green [s]
-
-
-
-
-
-
-
-
-
-
Lead / Lag
Auxiliary Signal Groups
0 0
12 0
0 0
0 10
0 0
Signal Group
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Permissiv
Control Type
Phasing & Timing

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-324

46.22 62.16
95th-Percentile Queue Length [ft/ln]

1.85 2.49
95th-Percentile Queue Length [veh/ln]

25.68 34.53
50th-Percentile Queue Length [ft/ln]

1.03 1.38
50th-Percentile Queue Length [veh/ln]
No
Yes
Critical Lane Group
B
B
Lane Group LOS

18.89 19.68
d, Delay for Lane Group [s/veh]

0.33 0.45
X, volume / capacity
Lane Group Results

1.00 1.00
PF, progression factor

1.00 1.00
Rp, platoon ratio

0.00 0.00
d3, Initial Queue Delay [s]

0.57 0.95
d2, Incremental Delay [s]

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11
k, delay calibration

18.31 18.73
d1, Uniform Delay [s]
333
335
c, Capacity [veh/h]
1839
1829
s, saturation flow rate [veh/h]

0.06 0.08
(v / s)_i Volume / Saturation Flow Rate

0.13 0.13
g / C, Green / Cycle
6 6
g_i, Effective Green Time [s]

2.00 2.00
l2, Clearance Lost Time [s]

2.00 2.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00
L, Total Lost Time per Cycle [s]
46 46
C, Cycle Length [s]
C
C
Lane Group
Lane Group Calculations
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-325
A
A
Bicycle LOS

1.715

1.749
I_b,int, Bicycle LOS Score for Intersection

4.63 4.63
d_b, Bicycle Delay [s]
1098
1098
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
A
A
Crosswalk LOS

1.815

1.849
I_p,int, Pedestrian LOS Score for Intersection

13.09 13.09
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.540
Intersection V/C
B
Intersection LOS

19.82 d_I, Intersection Delay [s/veh]
B
B
Approach LOS

18.89 19.68
d_A, Approach Delay [s/veh]
B
B
B
B
B
B
B
B
B
B
Movement LOS

18.89 18.89

18.89 19.68

19.68 19.68

19.68 19.68
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-326
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

35.00 40.00
Speed [mph]

0.00 100.00

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 1
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
112.00
100.00
100.00
100.00

70.00 75.00
100.00
100.00
100.00

75.00 Entry Pocket Length [ft]
0 1
0 0
1 1
0 0
0 1
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Right
Thru
Left2
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Westbound
Eastbound
Approach
Randall Ave
Randall Ave
Name
Intersection Setup
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-327
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
22 0
172
37 2
7 23
167
0 37
Total Analysis Volume [veh/h]
6 0
43 9
1 2
6 42
0 9
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500

1.0000
Peak Hour Factor
22 0
172
37 2
7 23
167
0 37
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
7 0
35 0
2 0
0 33
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0404

1.0500

1.0000

1.0500
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
14 0
130
35 0
7 22
128
0 35
Base Volume Input [veh/h]
Randall Ave
Randall Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-328
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
16 0
0 0
0 19
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

0.0 3.0
Vehicle Extension [s]
0 0
27 14
0 0
0 30
0 17
Split [s]

0.0 0.0

1.0 1.0

0.0 0.0

0.0 1.0

0.0 1.0
All red [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-329

8.29 74.36

17.51 11.06

69.65 17.09
95th-Percentile Queue Length [ft/ln]

0.33 2.97

0.70 0.44

2.79 0.68
95th-Percentile Queue Length [veh/ln]

4.61 41.31

9.73 6.15

38.70 9.50
50th-Percentile Queue Length [ft/ln]

0.18 1.65

0.39 0.25

1.55 0.38
50th-Percentile Queue Length [veh/ln]
No
Yes
No
No
No
Yes
Critical Lane Group
B
C
C
B
C
C
Lane Group LOS

17.25 21.02

22.58 17.39

20.74 22.54
d, Delay for Lane Group [s/veh]

0.10 0.64

0.35 0.13

0.62 0.34
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.18 2.50

1.92 0.25

2.29 1.88
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

17.07 18.51

20.67 17.14

18.44 20.65
d1, Uniform Delay [s]
229
270
107
230
270
108
c, Capacity [veh/h]
1615
1900
1810
1615
1900
1810
s, saturation flow rate [veh/h]

0.01 0.09

0.02 0.02

0.09 0.02
(v / s)_i Volume / Saturation Flow Rate

0.14 0.14

0.06 0.14

0.14 0.06
g / C, Green / Cycle
6 6
3 6
6 3
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
46 46
46 46
46 46
C, Cycle Length [s]
R
C
L
R
C
L
Lane Group
Lane Group Calculations
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-330
A
A
Bicycle LOS

1.941

1.934
I_b,int, Bicycle LOS Score for Intersection

5.57 4.19
d_b, Bicycle Delay [s]
1010
1142
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
B
B
Crosswalk LOS

2.382

2.274
I_p,int, Pedestrian LOS Score for Intersection

13.09 13.09
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.540
Intersection V/C
B
Intersection LOS

19.82 d_I, Intersection Delay [s/veh]
C
C
Approach LOS

20.91 20.59
d_A, Approach Delay [s/veh]
C
B
C
C
B
C
C
C
Movement LOS

21.02 17.25

21.02 22.58

0.00 17.39

20.74 20.74

0.00 22.54
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-331
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

50.00 50.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left
Right2
Right2
Thru
Left
Left2
Turning Movement
Lane Configuration
Southwestbound
Northeastbound
Approach
Bloomington Ave
Bloomington Ave
Name
Intersection Setup
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-332
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
8 16
166
16 0
12 20
309
65 0
Total Analysis Volume [veh/h]
2 4
42 4
0 3
5 77
16 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
8 16
166
16 0
12 20
309
65 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 0
0 0
3 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.3200

1.0404

1.3200

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
6 12
126
12 0
9 13
234
49 0
Base Volume Input [veh/h]
Bloomington Ave
Bloomington Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-333
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
32 0
0 0
0 23
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

3.0 3.0
Vehicle Extension [s]
0 0
43 23
23 0
0 34
14 14
Split [s]

0.0 0.0

1.0 1.0

1.0 0.0

0.0 1.0

1.0 1.0
All red [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-334

8.33 37.02

22.86 6.41

10.87 75.05

42.28 26.86
95th-Percentile Queue Length [ft/ln]

0.33 1.48

0.91 0.26

0.43 3.00

1.69 1.07
95th-Percentile Queue Length [veh/ln]

4.63 20.57

12.70 3.56

6.04 41.69

23.49 14.92
50th-Percentile Queue Length [ft/ln]

0.19 0.82

0.51 0.14

0.24 1.67

0.94 0.60
50th-Percentile Queue Length [veh/ln]
No
No
No
Yes
No
Yes
No
No
Critical Lane Group
B
B
B
C
B
C
B
C
Lane Group LOS

17.33 18.71

17.93 20.17

16.90 20.60

18.30 21.41
d, Delay for Lane Group [s/veh]

0.11 0.38

0.24 0.12

0.13 0.65

0.40 0.41
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.20 0.88

0.46 0.39

0.23 2.43

0.88 1.68
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

17.13 17.83

17.47 19.78

16.67 18.17

17.42 19.73
d1, Uniform Delay [s]
228
268
268
134
250
294
294
159
c, Capacity [veh/h]
1615
1900
1900
1810
1615
1900
1900
1810
s, saturation flow rate [veh/h]

0.01 0.05

0.03 0.01

0.02 0.10

0.06 0.04
(v / s)_i Volume / Saturation Flow Rate

0.14 0.14

0.14 0.07

0.15 0.15

0.15 0.09
g / C, Green / Cycle
6 6
6 3
7 7
7 4
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
46 46
46 46
46 46
46 46
C, Cycle Length [s]
R
C
C
L
R
C
C
L
Lane Group
Lane Group Calculations
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-335
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

0.00 21.41

19.72 20.60

16.90 0.00

20.17 18.41

18.71 17.33
Movement LOS
C
B
C
B
C
B
B
B
d_A, Approach Delay [s/veh]

19.77 18.42
Approach LOS
B
B
d_I, Intersection Delay [s/veh]

19.82 Intersection LOS
B
Intersection V/C

0.540
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
d_p, Pedestrian Delay [s]

13.09 13.09
I_p,int, Pedestrian LOS Score for Intersection

2.732

2.578
Crosswalk LOS
B
B
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1318
1713
d_b, Bicycle Delay [s]

2.65 0.47
I_b,int, Bicycle LOS Score for Intersection

1.878

1.723
Bicycle LOS
A
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
12 8
7 6
5 Ring 2
-
-
-
-
-
-
-
-
-
-
-
10 4
3 2
1 Ring 1
Sequence
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-336

0.002
Volume to Capacity (v/c):

A
Level Of Service:

0.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 2: Lilac Ave (NS) at Project Dwy (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 35.00

35.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
Lilac Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 0
145
0 0
150
Total Analysis Volume [veh/h]
0 0
36 0
0 38
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
0 0
145
0 0
150
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
2 0
0 5
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0500
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 0
136
0 0
138
Base Volume Input [veh/h]
Lilac Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-337
A
Intersection LOS

0.00 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

9.57 0.00

0.00 d_A, Approach Delay [s/veh]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [veh/ln]
A
B
A
A
A
A
Movement LOS

8.99 10.14

0.00 7.49

0.00 0.00
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
No
Flared Lane
Stop
Free
Free
Priority Scheme
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-338

0.002
Volume to Capacity (v/c):

A
Level Of Service:

0.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 3: Project Dwy (NS) at Randall Ave (NS)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 40.00

25.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Thru
Left
Right
Thru
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Northbound
Approach
Randall Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
231
0 0
210
0 0
Total Analysis Volume [veh/h]
58 0
0 53
0 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
231
0 0
210
0 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
44 0
0 42
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0000

1.0500

1.0000
Growth Factor

0.00 2.00

0.00 0.00

0.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
178
0 0
160
0 0
Base Volume Input [veh/h]
Randall Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-339
A
Intersection LOS

0.00 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

0.00 0.00

9.31 d_A, Approach Delay [s/veh]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.00 0.00
95th-Percentile Queue Length [veh/ln]
A
A
A
A
Movement LOS

0.00 0.00

9.31 0.00
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
Flared Lane
Free
Free
Stop
Priority Scheme
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-340

0.483
Volume to Capacity (v/c):

B
Level Of Service:

14.8 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Willow Ave (NS) at Randall Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

40.00 25.00

40.00 25.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Northbound
Approach
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
29 205
35 24
181
7 8
215
30 26
224
18 Total Analysis Volume [veh/h]
7 51
9 6
45 2
2 54
8 7
56 5
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
29 205
35 24
181
7 8
215
30 26
224
18 Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 44
0 0
42 0
0 2
0 0
5 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0500
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
28 153
33 23
132
7 8
203
29 25
209
17 Base Volume Input [veh/h]
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-341
B
Intersection LOS

14.79 Intersection Delay [s/veh]
C
B
C
C
Approach LOS

15.62 12.56

15.09 15.42
Approach Delay [s/veh]

4.07 64.18

3.19 38.08

1.09 60.40

65.42 95th-Percentile Queue Length [ft]

0.16 2.57

0.13 1.52

0.04 2.42

2.62 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.05 0.48

0.04 0.34

0.01 0.46

0.48 Degree of Utilization, x
562
500
587
525
488
548
554
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 7: 7 General Plan Buildout Without Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-342

GENERAL PLAN BUILDOUT WITH PROJECT

Apx-343

0.536
Volume to Capacity (v/c):

C
Level Of Service:

21.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lilac Ave (NS) at Randall Ave (EW) at Bloomington Ave (NE/SW) Intersection Level Of Service Report
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

25.00 35.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Southbound
Northbound
Approach
Lilac Ave
Lilac Ave
Name
Intersection Setup
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-344
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
5 26
90 24
2 38
39 103
46 11
Total Analysis Volume [veh/h]
1 7
23 6
1 10
10 26
12 3
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
5 26
90 24
2 38
39 103
46 11
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
9 5
0 0
4 3
2 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0404
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
5 25
78 18
2 37
34 96
42 7
Base Volume Input [veh/h]
Lilac Ave
Lilac Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-345
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
Pedestrian Recall
No
No
Maximum Recall
No
No
Minimum Recall

0.0 0.0

2.0 0.0

0.0 0.0

0.0 2.0

0.0 0.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 0.0

0.0 0.0

0.0 2.0

0.0 0.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
10 0
0 0
0 10
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0

0.0 0.0
Vehicle Extension [s]
0 0
29 0
0 0
0 29
0 0
Split [s]

0.0 0.0

1.0 0.0

0.0 0.0

0.0 1.0

0.0 0.0
All red [s]

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-346

66.48 110.16
95th-Percentile Queue Length [ft/ln]

2.66 4.41
95th-Percentile Queue Length [veh/ln]

36.94 61.20
50th-Percentile Queue Length [ft/ln]

1.48 2.45
50th-Percentile Queue Length [veh/ln]
No
Yes
Critical Lane Group
B
C
Lane Group LOS

19.28 21.28
d, Delay for Lane Group [s/veh]

0.37 0.61
X, volume / capacity
Lane Group Results

1.00 1.00
PF, progression factor

1.00 1.00
Rp, platoon ratio

0.00 0.00
d3, Initial Queue Delay [s]

0.58 1.52
d2, Incremental Delay [s]

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11
k, delay calibration

18.70 19.76
d1, Uniform Delay [s]
395
391
c, Capacity [veh/h]
1817
1764
s, saturation flow rate [veh/h]

0.08 0.13
(v / s)_i Volume / Saturation Flow Rate

0.17 0.17
g / C, Green / Cycle
8 8
g_i, Effective Green Time [s]

2.00 2.00
l2, Clearance Lost Time [s]

2.00 2.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00
L, Total Lost Time per Cycle [s]
50 50
C, Cycle Length [s]
C
C
Lane Group
Lane Group Calculations
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-347
A
A
Bicycle LOS

1.754

1.812
I_b,int, Bicycle LOS Score for Intersection

6.20 6.20
d_b, Bicycle Delay [s]
1002
1002
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
A
B
Crosswalk LOS

1.814

2.016
I_p,int, Pedestrian LOS Score for Intersection

15.15 15.15
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.536
Intersection V/C
C
Intersection LOS

21.04 d_I, Intersection Delay [s/veh]
B
C
Approach LOS

19.28 21.28
d_A, Approach Delay [s/veh]
B
B
B
B
B
C
C
C
C
C
Movement LOS

19.28 19.28

19.28 21.28

21.28 21.28

21.28 21.28
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-348
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

35.00 40.00
Speed [mph]

0.00 100.00

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 1
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
112.00
100.00
100.00
100.00

70.00 75.00
100.00
100.00
100.00

75.00 Entry Pocket Length [ft]
0 1
0 0
1 1
0 0
0 1
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Right
Thru
Left2
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Westbound
Eastbound
Approach
Randall Ave
Randall Ave
Name
Intersection Setup
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-349
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
14 1
124
57 2
1 92
151
0 40
Total Analysis Volume [veh/h]
4 0
31 14
1 0
23 38
0 10
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500

1.0000
Peak Hour Factor
14 1
124
57 2
1 92
151
0 40
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
3 0
18 5
2 0
0 32
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0000

1.0404
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
11 1
102
50 0
1 88
114
0 38
Base Volume Input [veh/h]
Randall Ave
Randall Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-350
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
16 0
0 0
0 19
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

0.0 3.0
Vehicle Extension [s]
0 0
27 14
0 0
0 30
0 17
Split [s]

0.0 0.0

1.0 1.0

0.0 0.0

0.0 1.0

0.0 1.0
All red [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-351

6.59 59.83

28.91 41.90

70.50 18.51
95th-Percentile Queue Length [ft/ln]

0.26 2.39

1.16 1.68

2.82 0.74
95th-Percentile Queue Length [veh/ln]

3.66 33.24

16.06 23.28

39.17 10.28
50th-Percentile Queue Length [ft/ln]

0.15 1.33

0.64 0.93

1.57 0.41
50th-Percentile Queue Length [veh/ln]
No
No
Yes
No
Yes
No
Critical Lane Group
B
C
C
C
C
C
Lane Group LOS

19.70 22.68

23.86 21.13

22.41 21.79
d, Delay for Lane Group [s/veh]

0.08 0.54

0.41 0.42

0.59 0.24
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.17 1.98

1.87 1.30

2.10 0.72
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

19.53 20.70

21.98 19.83

20.31 21.06
d1, Uniform Delay [s]
195
229
141
219
258
168
c, Capacity [veh/h]
1615
1900
1810
1615
1900
1810
s, saturation flow rate [veh/h]

0.01 0.07

0.03 0.06

0.08 0.02
(v / s)_i Volume / Saturation Flow Rate

0.12 0.12

0.08 0.14

0.14 0.09
g / C, Green / Cycle
6 6
4 7
7 5
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
50 50
50 50
50 50
C, Cycle Length [s]
R
C
L
R
C
L
Lane Group
Lane Group Calculations
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-352
A
B
Bicycle LOS

1.881

2.027
I_b,int, Bicycle LOS Score for Intersection

7.24 5.71
d_b, Bicycle Delay [s]
922
1043
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
B
B
Crosswalk LOS

2.400

2.332
I_p,int, Pedestrian LOS Score for Intersection

15.15 15.15
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.536
Intersection V/C
C
Intersection LOS

21.04 d_I, Intersection Delay [s/veh]
C
C
Approach LOS

22.80 21.90
d_A, Approach Delay [s/veh]
C
B
C
C
C
C
C
C
Movement LOS

22.68 19.70

22.68 23.86

0.00 21.13

22.41 22.41

0.00 21.79
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-353
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

50.00 50.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left
Right2
Right2
Thru
Left
Left2
Turning Movement
Lane Configuration
Southwestbound
Northeastbound
Approach
Bloomington Ave
Bloomington Ave
Name
Intersection Setup
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-354
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
4 12
117
62 0
51 16
155
18 0
Total Analysis Volume [veh/h]
1 3
29 16
0 13
4 39
5 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
4 12
117
62 0
51 16
155
18 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 9
0 9
1 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.2300

1.0404

1.2300

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
3 10
95 43
0 34
12 126
15 0
Base Volume Input [veh/h]
Bloomington Ave
Bloomington Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-355
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
32 0
0 0
0 23
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

3.0 3.0
Vehicle Extension [s]
0 0
43 23
23 0
0 34
14 14
Split [s]

0.0 0.0

1.0 1.0

1.0 0.0

0.0 1.0

1.0 1.0
All red [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-356

5.73 26.44

16.37 29.27

27.97 32.69

31.19 10.08
95th-Percentile Queue Length [ft/ln]

0.23 1.06

0.65 1.17

1.12 1.31

1.25 0.40
95th-Percentile Queue Length [veh/ln]

3.19 14.69

9.10 16.26

15.54 18.16

17.33 5.60
50th-Percentile Queue Length [ft/ln]

0.13 0.59

0.36 0.65

0.62 0.73

0.69 0.22
50th-Percentile Queue Length [veh/ln]
No
No
No
Yes
No
Yes
No
No
Critical Lane Group
B
B
B
C
C
C
C
C
Lane Group LOS

16.89 17.59

17.22 23.72

20.38 20.27

20.19 26.79
d, Delay for Lane Group [s/veh]

0.05 0.20

0.13 0.42

0.31 0.31

0.30 0.31
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.07 0.29

0.16 1.87

0.80 0.69

0.65 3.08
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

16.82 17.30

17.06 21.84

19.58 19.58

19.55 23.71
d1, Uniform Delay [s]
298
350
350
148
217
255
255
57 c, Capacity [veh/h]
1615
1900
1900
1810
1615
1900
1900
1810
s, saturation flow rate [veh/h]

0.01 0.04

0.02 0.03

0.04 0.04

0.04 0.01
(v / s)_i Volume / Saturation Flow Rate

0.18 0.18

0.18 0.08

0.13 0.13

0.13 0.03
g / C, Green / Cycle
9 9
9 4
7 7
7 2
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
50 50
50 50
50 50
50 50
C, Cycle Length [s]
R
C
C
L
R
C
C
L
Lane Group
Lane Group Calculations
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-357
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

0.00 26.79

20.23 20.27

20.38 0.00

23.72 17.45

17.59 16.89
Movement LOS
C
C
C
C
C
B
B
B
d_A, Approach Delay [s/veh]

20.77 19.40
Approach LOS
C
B
d_I, Intersection Delay [s/veh]

21.04 Intersection LOS
C
Intersection V/C

0.536
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
d_p, Pedestrian Delay [s]

15.15 15.15
I_p,int, Pedestrian LOS Score for Intersection

2.733

2.562
Crosswalk LOS
B
B
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1203
1564
d_b, Bicycle Delay [s]

3.96 1.19
I_b,int, Bicycle LOS Score for Intersection

1.744

1.717
Bicycle LOS
A
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
12 8
7 6
5 Ring 2
-
-
-
-
-
-
-
-
-
-
-
10 4
3 2
1 Ring 1
Sequence
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-358

0.002
Volume to Capacity (v/c):

B
Level Of Service:

12.8 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 2: Lilac Ave (NS) at Project Dwy (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 35.00

35.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
Lilac Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
11 1
297
27 4
227
Total Analysis Volume [veh/h]
3 0
74 7
1 57
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
11 1
297
27 4
227
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
11 1
5 27
4 2
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0404
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 0
281
0 0
216
Base Volume Input [veh/h]
Lilac Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-359
B
Intersection LOS

0.57 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

9.76 0.64

0.00 d_A, Approach Delay [s/veh]

1.19 1.19

1.14 1.14

0.00 0.00
95th-Percentile Queue Length [ft/ln]

0.05 0.05

0.00 0.00
95th-Percentile Queue Length [veh/ln]
A
B
A
A
A
A
Movement LOS

9.49 12.76

0.00 7.70

0.00 0.00
d_M, Delay for Movement [s/veh]

0.01 0.00

0.00 0.02

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
No
Flared Lane
Stop
Free
Free
Priority Scheme
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-360

0.002
Volume to Capacity (v/c):

A
Level Of Service:

9.4 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 3: Project Dwy (NS) at Randall Ave (NS)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 40.00

25.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Thru
Left
Right
Thru
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Northbound
Approach
Randall Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
199
0 5
223
2 0
Total Analysis Volume [veh/h]
50 0
1 56
1 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
199
0 5
223
2 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
28 0
5 33
2 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0000

1.0404

1.0000
Growth Factor

0.00 2.00

0.00 0.00

0.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
164
0 0
183
0 0
Base Volume Input [veh/h]
Randall Ave
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-361
A
Intersection LOS

0.04 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

0.00 0.00

9.41 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00
95th-Percentile Queue Length [veh/ln]
A
A
A
A
Movement LOS

0.00 0.00

9.41 0.00
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
Flared Lane
Free
Free
Stop
Priority Scheme
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-362

0.562
Volume to Capacity (v/c):

C
Level Of Service:

15.2 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Willow Ave (NS) at Randall Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

40.00 25.00

40.00 25.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Northbound
Approach
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
43 175
33 31
186
18 11
259
40 72
168
18 Total Analysis Volume [veh/h]
11 44
8 8
47 5
3 65
10 18
42 5
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
43 175
33 31
186
18 11
259
40 72
168
18 Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 28
0 0
35 0
0 5
0 0
2 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0404

1.0404
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
41 141
32 30
145
17 11
244
38 69
160
17 Base Volume Input [veh/h]
Name
Volumes
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-363
C
Intersection LOS

15.18 Intersection Delay [s/veh]
B
B
C
C
Approach LOS

14.65 12.77

17.57 15.01
Approach Delay [s/veh]

6.43 53.28

4.26 40.72

2.91 86.36

61.20 95th-Percentile Queue Length [ft]

0.26 2.13

0.17 1.63

0.12 3.45

2.45 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.08 0.43

0.05 0.36

0.04 0.56

0.47 Degree of Utilization, x
543
484
575
516
481
552
555
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
10/19/2023
AM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-364

0.589
Volume to Capacity (v/c):

C
Level Of Service:

20.4 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lilac Ave (NS) at Randall Ave (EW) at Bloomington Ave (NE/SW) Intersection Level Of Service Report
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

25.00 35.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Southbound
Northbound
Approach
Lilac Ave
Lilac Ave
Name
Intersection Setup
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-365
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
3 26
70 13
2 12
25 107
33 16
Total Analysis Volume [veh/h]
1 7
18 3
1 3
6 27
8 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
3 26
70 13
2 12
25 107
33 16
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
6 6
0 0
13 11
9 14
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0500
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
3 25
61 7
2 11
11 91
23 2
Base Volume Input [veh/h]
Lilac Ave
Lilac Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-366
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
Pedestrian Recall
No
No
Maximum Recall
No
No
Minimum Recall

0.0 0.0

2.0 0.0

0.0 0.0

0.0 2.0

0.0 0.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 0.0

0.0 0.0

0.0 2.0

0.0 0.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
10 0
0 0
0 10
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0

0.0 0.0
Vehicle Extension [s]
0 0
29 0
0 0
0 29
0 0
Split [s]

0.0 0.0

1.0 0.0

0.0 0.0

0.0 1.0

0.0 0.0
All red [s]

0.0 0.0

3.0 0.0

0.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-367

48.64 83.47
95th-Percentile Queue Length [ft/ln]

1.95 3.34
95th-Percentile Queue Length [veh/ln]

27.02 46.37
50th-Percentile Queue Length [ft/ln]

1.08 1.85
50th-Percentile Queue Length [veh/ln]
No
Yes
Critical Lane Group
B
C
Lane Group LOS

18.91 20.56
d, Delay for Lane Group [s/veh]

0.33 0.55
X, volume / capacity
Lane Group Results

1.00 1.00
PF, progression factor

1.00 1.00
Rp, platoon ratio

0.00 0.00
d3, Initial Queue Delay [s]

0.54 1.34
d2, Incremental Delay [s]

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11
k, delay calibration

18.38 19.22
d1, Uniform Delay [s]
350
351
c, Capacity [veh/h]
1854
1796
s, saturation flow rate [veh/h]

0.06 0.11
(v / s)_i Volume / Saturation Flow Rate

0.14 0.14
g / C, Green / Cycle
7 7
g_i, Effective Green Time [s]

2.00 2.00
l2, Clearance Lost Time [s]

2.00 2.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00
L, Total Lost Time per Cycle [s]
47 47
C, Cycle Length [s]
C
C
Lane Group
Lane Group Calculations
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-368
A
A
Bicycle LOS

1.721

1.804
I_b,int, Bicycle LOS Score for Intersection

4.99 4.99
d_b, Bicycle Delay [s]
1074
1074
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
A
A
Crosswalk LOS

1.820

1.892
I_p,int, Pedestrian LOS Score for Intersection

13.58 13.58
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.589
Intersection V/C
C
Intersection LOS

20.41 d_I, Intersection Delay [s/veh]
B
C
Approach LOS

18.91 20.56
d_A, Approach Delay [s/veh]
B
B
B
B
B
C
C
C
C
C
Movement LOS

18.91 18.91

18.91 20.56

20.56 20.56

20.56 20.56
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-369
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

35.00 40.00
Speed [mph]

0.00 100.00

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 1
0 0
0 0
0 0
0 0
No. of Lanes in Exit Pocket
112.00
100.00
100.00
100.00

70.00 75.00
100.00
100.00
100.00

75.00 Entry Pocket Length [ft]
0 1
0 0
1 1
0 0
0 1
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Right
Thru
Left2
Left2
Right2
Right
Thru
Left
Left2
Turning Movement
Lane Configuration
Westbound
Eastbound
Approach
Randall Ave
Randall Ave
Name
Intersection Setup
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-370
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
22 0
172
43 2
7 23
173
0 37
Total Analysis Volume [veh/h]
6 0
43 11
1 2
6 43
0 9
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500

1.0000
Peak Hour Factor
22 0
172
43 2
7 23
173
0 37
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
7 0
35 6
2 0
0 39
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0404

1.0500

1.0000

1.0500
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
14 0
130
35 0
7 22
128
0 35
Base Volume Input [veh/h]
Randall Ave
Randall Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-371
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

0.0 0.0

0.0 2.0

0.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
16 0
0 0
0 19
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

0.0 3.0
Vehicle Extension [s]
0 0
27 14
0 0
0 30
0 17
Split [s]

0.0 0.0

1.0 1.0

0.0 0.0

0.0 1.0

0.0 1.0
All red [s]

0.0 0.0

3.0 3.0

0.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-372

8.59 77.26

20.56 11.45

75.52 16.99
95th-Percentile Queue Length [ft/ln]

0.34 3.09

0.82 0.46

3.02 0.68
95th-Percentile Queue Length [veh/ln]

4.77 42.92

11.42 6.36

41.95 9.44
50th-Percentile Queue Length [ft/ln]

0.19 1.72

0.46 0.25

1.68 0.38
50th-Percentile Queue Length [veh/ln]
No
No
Yes
No
Yes
No
Critical Lane Group
B
C
C
B
C
C
Lane Group LOS

17.77 21.78

22.79 17.88

21.68 22.22
d, Delay for Lane Group [s/veh]

0.10 0.65

0.36 0.13

0.65 0.31
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.19 2.71

1.86 0.26

2.66 1.42
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

17.58 19.07

20.93 17.62

19.02 20.80
d1, Uniform Delay [s]
224
264
118
226
266
121
c, Capacity [veh/h]
1615
1900
1810
1615
1900
1810
s, saturation flow rate [veh/h]

0.01 0.09

0.02 0.02

0.09 0.02
(v / s)_i Volume / Saturation Flow Rate

0.14 0.14

0.07 0.14

0.14 0.07
g / C, Green / Cycle
6 6
3 7
7 3
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
47 47
47 47
47 47
C, Cycle Length [s]
R
C
L
R
C
L
Lane Group
Lane Group Calculations
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-373
A
A
Bicycle LOS

1.951

1.944
I_b,int, Bicycle LOS Score for Intersection

5.96 4.54
d_b, Bicycle Delay [s]
988
1117
c_b, Capacity of the bicycle lane [bicycles/h]
2000
2000
s_b, Saturation Flow Rate of the bicycle lane
B
B
Crosswalk LOS

2.387

2.314
I_p,int, Pedestrian LOS Score for Intersection

13.58 13.58
d_p, Pedestrian Delay [s]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
M_corner, Corner Circulation Area [ft²/ped]

11.0 11.0
g_Walk,mi, Effective Walk Time [s]
Other Modes

0.589
Intersection V/C
C
Intersection LOS

20.41 d_I, Intersection Delay [s/veh]
C
C
Approach LOS

21.59 21.29
d_A, Approach Delay [s/veh]
C
B
C
C
B
C
C
C
Movement LOS

21.78 17.77

21.78 22.79

0.00 17.88

21.68 21.68

0.00 22.22
d_M, Delay for Movement [s/veh]
Movement, Approach, & Intersection Results
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-374
Yes
Yes
Crosswalk
No
No
Curb Present

0.00 0.00
Grade [%]

50.00 50.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right2
Right
Thru
Left
Left
Right2
Right2
Thru
Left
Left2
Turning Movement
Lane Configuration
Southwestbound
Northeastbound
Approach
Bloomington Ave
Bloomington Ave
Name
Intersection Setup
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-375
0 0
Bicycle Volume [bicycles/h]
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
v_ci, Inbound Pedestrian Volume along the le
0 0
v_co, Outbound Pedestrian Volume along th
0 0
v_di, Inbound Pedestrian Volume crossing th
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
Presence of On-Street Parking
8 16
166
27 0
23 20
309
65 0
Total Analysis Volume [veh/h]
2 4
42 7
0 6
5 77
16 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
8 16
166
27 0
23 20
309
65 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Right Turn on Red Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 0
0 11
0 11
3 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.3200

1.0404

1.3200

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
6 12
126
12 0
9 13
234
49 0
Base Volume Input [veh/h]
Bloomington Ave
Bloomington Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-376
0 Pedestrian Clearance [s]
0 Pedestrian Walk [s]
0 Pedestrian Signal Group
Exclusive Pedestrian Phase

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.0 0.0

0.0 0.0
Detector Length [ft]

0.0 0.0

0.0 0.0
Detector Location [ft]
No
No
No
No
Pedestrian Recall
No
No
No
No
Maximum Recall
No
Yes
No
Yes
Minimum Recall

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l2, Clearance Lost Time [s]

0.0 0.0

2.0 2.0

2.0 0.0

0.0 2.0

2.0 2.0
l1, Start-Up Lost Time [s]
No
No
Rest In Walk

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 0
32 0
0 0
0 23
0 0
Pedestrian Clearance [s]
0 0
7 0
0 0
0 7
0 0
Walk [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

3.0 3.0
Vehicle Extension [s]
0 0
43 23
23 0
0 34
14 14
Split [s]

0.0 0.0

1.0 1.0

1.0 0.0

0.0 1.0

1.0 1.0
All red [s]

0.0 0.0

3.0 3.0

3.0 0.0

0.0 3.0

20.00 Lost time [s]
SingleBand
Permissive Mode
Lead Green - Beginning of First Green
Offset Reference

0.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Isolated
Coordination Type
130
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-377

8.65 38.44

23.77 11.35

15.31 76.04

45.54 27.75
95th-Percentile Queue Length [ft/ln]

0.35 1.54

0.95 0.45

0.61 3.04

1.82 1.11
95th-Percentile Queue Length [veh/ln]

4.81 21.36

13.21 6.31

8.51 42.24

25.30 15.42
50th-Percentile Queue Length [ft/ln]

0.19 0.85

0.53 0.25

0.34 1.69

1.01 0.62
50th-Percentile Queue Length [veh/ln]
No
No
No
Yes
No
Yes
No
No
Critical Lane Group
B
B
B
C
B
C
B
C
Lane Group LOS

17.85 19.28

18.48 21.17

17.62 21.11

18.95 21.97
d, Delay for Lane Group [s/veh]

0.11 0.39

0.25 0.20

0.18 0.65

0.42 0.41
X, volume / capacity
Lane Group Results

1.00 1.00

1.00 1.00
PF, progression factor

1.00 1.00

1.00 1.00
Rp, platoon ratio

0.00 0.00

0.00 0.00
d3, Initial Queue Delay [s]

0.21 0.93

0.48 0.76

0.34 2.45

0.98 1.73
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.11 0.11

0.11 0.11
k, delay calibration

17.64 18.36

17.99 20.41

17.28 18.66

17.97 20.23
d1, Uniform Delay [s]
223
262
262
132
245
289
289
157
c, Capacity [veh/h]
1615
1900
1900
1810
1615
1900
1900
1810
s, saturation flow rate [veh/h]

0.01 0.05

0.03 0.01

0.03 0.10

0.06 0.04
(v / s)_i Volume / Saturation Flow Rate

0.14 0.14

0.14 0.07

0.15 0.15

0.15 0.09
g / C, Green / Cycle
6 6
6 3
7 7
7 4
g_i, Effective Green Time [s]

2.00 2.00

2.00 2.00
l2, Clearance Lost Time [s]

0.00 0.00

0.00 0.00
l1_p, Permitted Start-Up Lost Time [s]

4.00 4.00

4.00 4.00
L, Total Lost Time per Cycle [s]
47 47
47 47
47 47
47 47
C, Cycle Length [s]
R
C
C
L
R
C
C
L
Lane Group
Lane Group Calculations
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-378
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

0.00 21.97

20.26 21.11

17.62 0.00

21.17 18.97

19.28 17.85
Movement LOS
C
C
C
B
C
B
B
B
d_A, Approach Delay [s/veh]

20.25 19.12
Approach LOS
C
B
d_I, Intersection Delay [s/veh]

20.41 Intersection LOS
C
Intersection V/C

0.589
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00
M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00
d_p, Pedestrian Delay [s]

13.58 13.58
I_p,int, Pedestrian LOS Score for Intersection

2.772

2.586
Crosswalk LOS
C
B
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1288
1675
d_b, Bicycle Delay [s]

2.95 0.61
I_b,int, Bicycle LOS Score for Intersection

1.887

1.732
Bicycle LOS
A
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
12 8
7 6
5 Ring 2
-
-
-
-
-
-
-
-
-
-
-
10 4
3 2
1 Ring 1
Sequence
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-379

0.010
Volume to Capacity (v/c):

B
Level Of Service:

11.0 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 2: Lilac Ave (NS) at Project Dwy (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 35.00

35.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
Lilac Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
42 6
145
32 4
150
Total Analysis Volume [veh/h]
11 2
36 8
1 38
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
42 6
145
32 4
150
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
42 6
2 32
4 5
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0500
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 0
136
0 0
138
Base Volume Input [veh/h]
Lilac Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-380
B
Intersection LOS

1.84 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

9.47 1.36

0.00 d_A, Approach Delay [s/veh]

4.46 4.46

1.36 1.36

0.00 0.00
95th-Percentile Queue Length [ft/ln]

0.18 0.18

0.05 0.05

0.00 0.00
95th-Percentile Queue Length [veh/ln]
A
B
A
A
A
A
Movement LOS

9.25 11.00

0.00 7.54

0.00 0.00
d_M, Delay for Movement [s/veh]

0.05 0.01

0.00 0.02

0.00 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
No
Flared Lane
Stop
Free
Free
Priority Scheme
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-381

0.011
Volume to Capacity (v/c):

A
Level Of Service:

9.4 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 3: Project Dwy (NS) at Randall Ave (NS)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 40.00

25.00 Speed [mph]

0.00 0.00

0.00 0.00
Exit Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
0 0
0 0
No. of Lanes in Entry Pocket

12.00 12.00

12.00 12.00
Lane Width [ft]
Thru
Left
Right
Thru
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Northbound
Approach
Randall Ave
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
237
0 6
210
9 0
Total Analysis Volume [veh/h]
59 0
2 53
2 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

0.9500

1.0000

0.9500
Peak Hour Factor
237
0 6
210
9 0
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
50 0
6 42
9 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0000

1.0500

1.0000
Growth Factor

0.00 2.00

0.00 0.00

0.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
178
0 0
160
0 0
Base Volume Input [veh/h]
Randall Ave
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-382
A
Intersection LOS

0.18 d_I, Intersection Delay [s/veh]
A
A
A
Approach LOS

0.00 0.00

9.37 d_A, Approach Delay [s/veh]

0.00 0.00

0.82 0.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.03 0.00
95th-Percentile Queue Length [veh/ln]
A
A
A
A
Movement LOS

0.00 0.00

9.37 0.00
d_M, Delay for Movement [s/veh]

0.00 0.00

0.01 0.00
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 Number of Storage Spaces in Median
No
Two-Stage Gap Acceptance
0 0
0 Storage Area [veh]
Flared Lane
Free
Free
Stop
Priority Scheme
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-383

0.495
Volume to Capacity (v/c):

C
Level Of Service:

15.1 Delay (sec / veh):
15 minutes
Analysis Period:

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Willow Ave (NS) at Randall Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

40.00 25.00

40.00 25.00
Speed [mph]

0.00 0.00

12.00 12.00

12.00 12.00
Lane Width [ft]
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Northbound
Approach
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
29 211
35 24
190
7 8
215
30 26
224
18 Total Analysis Volume [veh/h]
7 53
9 6
48 2
2 54
8 7
56 5
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

1.0000

1.0000
Peak Hour Factor
29 211
35 24
190
7 8
215
30 26
224
18 Total Hourly Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Other Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
Diverted Trips [veh/h]
0 50
0 0
51 0
0 2
0 0
5 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0500

1.0500
Growth Factor

0.00 0.00

0.00 0.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
28 153
33 23
132
7 8
203
29 25
209
17 Base Volume Input [veh/h]
Name
Volumes
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-384
C
Intersection LOS

15.10 Intersection Delay [s/veh]
C
B
C
C
Approach LOS

16.09 12.91

15.33 15.68
Approach Delay [s/veh]

4.10 67.78

3.21 41.25

1.10 61.49

66.63 95th-Percentile Queue Length [ft]

0.16 2.71

0.13 1.65

0.04 2.46

2.67 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.05 0.50

0.04 0.36

0.01 0.47

0.49 Degree of Utilization, x
558
497
583
522
486
542
549
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
10/19/2023
PM Peak Hour
Scenario 8: 8 General Plan Buildout With Project
SEC Lilac and Randall Commercial Project
Version 2022 (SP 0-8)
Generated with
Apx-385

APPENDIX E

AVERAGE DAILY TRAFFIC VOLUME CALCULATIONS

Apx-386
Factor

12.1 ID Roadway Segment
Existing PM
Peak Hour
Volume
(PCE)
Factored
ADT
Estimate Count
Count
Rounded
Final
Existing
ADT
1 Lilac Ave north of Randall Ave 260 3,150 n/a n/a 3,150 2 Lilac Ave south of Randall Ave 252 3,050 3,144 3,150 3,150 3 Bloomington Ave north of Randall Ave 530 6,420 n/a n/a 6,420 4 Bloomington Ave south of Randall Ave 485 5,870 n/a n/a 5,870 5 Randall Ave west of Lilac Ave 338 4,090 n/a n/a 4,090 6 Randall Ave east of Lilac Ave 338 4,090 3,969 3,970 4,090 Existing ADT
Apx-387
without with without with without with
Project Project Project Project Project Project
1 Lilac Ave north of Randall Ave 3,150 80 300 3,230 3,277 3,357 3,577 3,657 3,608 3,688 1.05 2 Lilac Ave south of Randall Ave 3,150 80 80 3,230 3,277 3,357 3,357 3,437 3,388 3,468 1.05 3 Bloomington Ave north of Randall Ave 6,420 180 Nom 6,600 6,679 6,859 6,679 6,859 8,474 8,654 1.32 4 Bloomington Ave south of Randall Ave 5,870 180 50 6,050 6,107 6,287 6,157 6,337 7,798 7,978 1.32 5 Randall Ave west of Lilac Ave 4,090 110 1,130 4,200 4,255 4,365 5,385 5,495 5,425 5,535 1.05 6 Randall Ave east of Lilac Ave 4,090 110 1,130 4,200 4,255 4,365 5,385 5,495 5,425 5,535 1.05 Notes:

1. ADT calculations are rounded up in increments of 10.

3. Project ADT and other development ADT are based on daily trip assignments.

4. Ambient growth is applied to Project Completion and Cumulative Conditions (2% per year over 2 years).

5. General Plan buildout is based on SBTAM growth factors applied to Existing ADT plus other development.

ProjectExisting
ADT
Existing
Plus
Project

2. Existing ADT volumes are based on 24-hour roadway volume counts conducted at two locations on Bloomington Avenue and Randall Avenue in the project vicinity. Existing ADT volumes were then estimated from PM peak hour volumes at adjacent study intersections based on 12.1 times the volume entering and exiting the applicable intersection leg and the greater of the count volume or the factored PM peak hour volume was used. The conversion factor of 12.1 was determined from the average of the 24-hour volume counts.

SBTAM
Growth
Factor
Average Daily Traffic Volumes
Cumulative General Plan BuildoutProject Completion
ID Roadway Segment
Other
Development
Apx-388

APPENDIX F

SBTAM PLOTS AND YEAR 2040 GROWTH FACTOR CALCULATIONS

Apx-389
2016 2040
Bloomington s/o of Randall
AM Flow 2524 3389 1.34 24 1.24% 1.23
PM Flow 4198 6223 1.48 24 1.65% 1.32
Randall w/o Bloomington
AM Flow 983 986 1.00 24 0.01% 1.00
PM Flow 1472 1578 1.07 24 0.29% 1.05
Table F1
Year 2040 Growth Factor Calculations
Growth
Rate from
2023 to
2040
Growth
Rate Per
Year
Model
Growth
Years
Model
Growth
Factor
Two-Way Link Volume
Segment / Peak Period
Apx-390
Apx-391
Apx-392
Apx-393
Apx-394

APPENDIX G

TRAFFIC SIGNAL WARRANT WORKSHEETS
Apx-395
Based on California MUTCD, 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California) SCENARIO: GENERAL PLAN BUILDOUT WITH PROJECT - AM PEAK HOUR Figure 4C-101 (CA). Traffic Signal Warrants Worksheet (Sheet 2 of 5)

SATISFIED

PART A SATISFIED

1. 2.

3. PART B SATISFIED
2 or
One More
X 568
X 251
NO
No

1.3 veh-hrs
NO
NO
NO
YES
YES
OR, The plotted point falls above the applicable curve in Figure 4C-4. (RURAL AREAS)

APPROACH LANES
Both Approaches - Major Street
Higher Approach - Minor Street
The plotted point falls above the applicable curve in Figure 4C-3. (URBAN AREAS) more approaches or 650 vph for intersections with three approaches The total entering volume serviced during the hour equals or exceeds 800 vph for intersections with four or lane of traffic or 150 vph for two moving lanes; AND
The volume on the same minor street approach (one direction only) equals or exceeds 100 vph for one moving approach; AND
sign equals or exceeds four vehicle-hours for a one-lane approach, or five vehicle-hours for a two-lane The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

The total delay experienced by traffic on one minor street approach (one direction only) controlled by a STOP (Part A or Part B must be satisfied)
WARRANT 3 - Peak Hour
one hour, for any four consecutive 15-minute periods)
(All parts 1, 2, and 3 below must be satisfied for the same Apx-396
Based on California MUTCD, 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California) *Note: 150 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane.

Major Street - Total of Both Approaches (VPH)
Traffic Signal Warrant Is NOT Satisfied
Figure 4C-3. Warrant 3, Peak Hour Vehicular Volume
Minor
Street
Higher-
Volume
Approach
(VPH)
0 100
200
300
400
500
600
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 150*
100*
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
Apx-397
Based on California MUTCD, 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California) SCENARIO: GENERAL PLAN BUILDOUT WITH PROJECT - PM PEAK HOUR Figure 4C-101 (CA). Traffic Signal Warrants Worksheet (Sheet 2 of 5)

SATISFIED

PART A SATISFIED

1. 2.

3. PART B SATISFIED
2 or
One More
X 521
X 275
The satisfaction of a traffic signal warrant or warrants shall not in itself require the installation of a traffic control signal.

1.4 veh-hrs
NO
NO
NO
YES
YES
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Based on California MUTCD, 2012 Edition
(FHWA's MUTCD 2009 Edition, as amended for use in California) *Note: 150 vph applies as the lower threshold volume for a minor street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor street approach with one lane.

Figure 4C-3. Warrant 3, Peak Hour Vehicular Volume
Minor
Street
Higher-
Volume
Approach
(VPH)
Major Street - Total of Both Approaches (VPH)
Traffic Signal Warrant Is NOT Satisfied
0 100
200
300
400
500
600
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 150*
100*
2 or more lanes & 2 or more lanes
2 or more lanes & 1 lane
1 lane & 1 lane
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Rialto City CouncilMay 14, 2024

Rialto City Council
May 14, 2024