Attachment 6z - CPC Staff Report - May 21, 2026 — Riverside City Council, July 14, 2026

0.158
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 7: Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 30.00

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
132.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 1
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
3rd St
3rd St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
484
15 50
1217
13 17
Total Analysis Volume [veh/h]
121
4 13
304
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9180

0.9180
Peak Hour Factor
444
14 46
1117
12 16
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]
6 2
2 6
1 1
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
421
12 42
1068
11 14
Base Volume Input [veh/h]
3rd St
3rd St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-326
E
Intersection LOS

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

0.35 0.00

32.92 d_A, Approach Delay [s/veh]

0.00 2.12

0.00 0.00

16.79 16.79
95th-Percentile Queue Length [ft/ln]

0.00 0.08

0.00 0.00

0.67 0.67
95th-Percentile Queue Length [veh/ln]
A
B
A
A
C
E
Movement LOS

0.00 11.80

0.00 0.00

18.75 43.75
d_M, Delay for Movement [s/veh]

0.00 0.03

0.00 0.01

0.03 0.16
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-327

0.014
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
5 12
56 13
7 25
Total Analysis Volume [veh/h]
1 3
14 3
2 6
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8333

0.8333
Peak Hour Factor
4 10
47 11
6 21
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]
2 7
0 4
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
45 7
2 20
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-328
A
Intersection LOS

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

8.98 1.37

0.00 d_A, Approach Delay [s/veh]

1.41 1.41

0.55 0.55

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

0.06 0.06

0.02 0.02

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

8.51 9.17

0.00 7.29

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

0.00 0.01

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
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-329

0.001
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 9: Commerce St (NS) at 6th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
6th Street
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 0
59 0
0 30
Total Analysis Volume [veh/h]
0 0
15 0
0 8
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9250

0.9250
Peak Hour Factor
0 0
55 0
0 28
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 -2
0 -3
0 0
Diverted Trips [veh/h]
0 0
7 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 2
46 3
0 23
Base Volume Input [veh/h]
6th Street
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-330
A
Intersection LOS

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

8.70 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
A
A
A
A
A
Movement LOS

8.45 8.95

0.00 7.27

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

0.00 0.00

0.028
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 10: Project Dwy (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 30.00
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
100.00
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]
0 0
1 0
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
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
6 106
2 19
334
33 11
0 2
6 0
13 Total Analysis Volume [veh/h]
1 26
1 5
83 8
3 0
1 1
0 3
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8784

0.9500

0.8784

0.9500

0.8784
Peak Hour Factor
5 93
2 17
293
29 10
0 2
5 0
11 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]
5 12
0 0
11 29
10 0
2 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0000

1.0400

1.0000

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 78
2 16
271
0 0
0 0
5 0
11 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-332
B
Intersection LOS

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

0.14 0.64

9.09 11.93
d_A, Approach Delay [s/veh]

0.00 0.00

0.12 0.00

0.00 1.72

1.11 0.00

1.11 2.74

0.00 2.74
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.00 0.07

0.04 0.00

0.04 0.11

0.00 0.11
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
A
B
Movement LOS

0.00 0.00

8.00 0.00

0.00 7.50

8.66 0.00

11.45 9.55

0.00 13.02
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.02

0.01 0.00

0.00 0.01

0.00 0.03
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 0
Number of Storage Spaces in Median
No
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-333

0.010
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 11: Project Dwy (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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
5th St
5th St
Project Dwy
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
5 5
9 2
2 10
Total Analysis Volume [veh/h]
1 1
2 1
1 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
5 5
8 2
2 9
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 5
8 0
2 9
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
5 0
0 2
0 0
Base Volume Input [veh/h]
5th St
5th St
Project Dwy
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-334
A
Intersection LOS

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

3.62 0.00

8.62 d_A, Approach Delay [s/veh]

0.21 0.21

0.00 0.00

0.91 0.91
95th-Percentile Queue Length [ft/ln]

0.01 0.01

0.00 0.00

0.04 0.04
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 7.24

0.00 0.00

8.39 8.67
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-335
BUILDOUT YEAR 2045

WITHOUT PROJECT
Apx-336

AM PEAK HOUR
Apx-337

0.733
Volume to Capacity (v/c):

D
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lime St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk
No
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 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
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
185.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00

72.00 Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
1 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Intersection Setup
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-338
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
No
No
Presence of On-Street Parking
203
631
719
122
335
14 5
285
49 68
146
32 Total Analysis Volume [veh/h]
51 158
180
31 84
3 1
71 12
17 37
8 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
193
599
683
116
318
13 5
271
47 65
139
30 Total Hourly Volume [veh/h]
0 0
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
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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
193
599
683
116
318
13 5
271
47 65
139
30 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-339
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
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Maximum Recall
No
No
No
No
No
No
No
No
Minimum Recall

0.0 2.6

2.6 0.0

2.6 2.6

0.0 3.1

3.1 0.0

3.1 3.1
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

2.0 2.0

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 21
0 0
18 0
0 20
0 0
21 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 7
0 0
7 0
Walk [s]

0.0 3.0

3.0 0.0

3.0 3.0

0.0 3.0

3.0 0.0

3.0 3.0
Vehicle Extension [s]
0 72
54 0
29 9
0 30
9 0
30 9
Split [s]

0.0 1.0

1.0 0.0

1.0 1.0

0.0 1.0

1.0 0.0

1.0 1.0
All red [s]

0.0 3.6

3.6 0.0

3.6 3.6

0.0 4.1

4.1 0.0

4.1 4.1
Amber [s]
0 30
30 0
30 30
0 30
30 0
30 30
Maximum Green [s]
0 10
7 0
10 7
0 10
7 0
10 7
Minimum Green [s]
-
-
Lead
-
-
Lead
-
-
Lead
-
-
Lead
Lead / Lag
Auxiliary Signal Groups
0 6
1 0
2 5
0 4
7 0
8 3
Signal Group
Permiss
Permiss
Protecte
Permiss
Permiss
Protecte
Permiss
Permiss
ProtPer
Permiss
Permiss
ProtPer
Control Type
Phasing & Timing

16.00 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
120
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-340

87.05 313.97
846.57
243.57
255.20

21.67 198.81
199.20

55.54 90.09
205.77

35.90 95th-Percentile Queue Length [ft/ln]

3.48 12.56

33.86 9.74

10.21 0.87

7.95 7.97

2.22 3.60

8.23 1.44
95th-Percentile Queue Length [veh/ln]

48.36 198.45
639.24
144.87
153.58

12.04 112.02
112.31

30.86 50.05
117.05

19.94 50th-Percentile Queue Length [ft/ln]

1.93 7.94

25.57 5.79

6.14 0.48

4.48 4.49

1.23 2.00

4.68 0.80
50th-Percentile Queue Length [veh/ln]
No
No
Yes
Yes
No
No
No
No
Yes
No
Yes
No
Critical Lane Group
A
B
E
D
D
E
E
E
D
D
E
D
Lane Group LOS

7.79 11.17

62.80 38.44

37.92 63.27

57.35 57.26

41.52 53.09

61.16 40.99
d, Delay for Lane Group [s/veh]

0.19 0.50

0.98 0.46

0.45 0.36

0.74 0.73

0.19 0.44

0.80 0.13
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]

0.39 1.43

27.81 3.08

2.69 5.42

5.30 5.23

0.34 1.97

8.09 0.22
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.45 0.50

0.50 0.11

0.11 0.11

0.11 0.11
k, delay calibration

7.39 9.73

35.00 35.35

35.23 57.85

52.05 52.04

41.18 51.12

53.07 40.77
d1, Uniform Delay [s]
1068
1257
731
484
531
39 196
198
264
154
181
256
c, Capacity [veh/h]
1589
1870
1781
1704
1870
1781
1859
1870
1407
1589
1870
1327
s, saturation flow rate [veh/h]

0.13 0.34

0.40 0.13

0.13 0.01

0.08 0.08

0.03 0.04

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

0.67 0.67

0.41 0.28

0.28 0.02

0.11 0.11

0.19 0.10

0.10 0.19
g / C, Green / Cycle
81 81
49 34
34 3
13 13
22 12
12 22
g_i, Effective Green Time [s]

2.60 2.60

3.10 3.10

0.00 3.10

3.10 0.00
l2, Clearance Lost Time [s]

0.00 0.00

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

4.60 4.60

5.10 5.10

5.10 5.10
L, Total Lost Time per Cycle [s]
120
120
120
120
120
120
120
120
120
120
120
120
C, Cycle Length [s]
R
C
L
C
C
L
C
C
L
R
C
L
Lane Group
Lane Group Calculations
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-341
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

40.99 61.16

53.09 41.52

57.30 57.35

63.27 38.07

38.44 62.80

11.17 7.79
Movement LOS
D
E
D
D
E
E
E
D
D
E
B
A
d_A, Approach Delay [s/veh]

56.30 55.02

38.92 34.63
Approach LOS
E
E
D
C
d_I, Intersection Delay [s/veh]

40.10 Intersection LOS
D
Intersection V/C

0.733
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

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

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

49.51 49.51

49.51 49.51
I_p,int, Pedestrian LOS Score for Intersectio

2.626

2.344

2.382

2.778
Crosswalk LOS
B
B
B
C
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
415
415
407
1123
d_b, Bicycle Delay [s]

37.69 37.69

38.09 11.53
I_b,int, Bicycle LOS Score for Intersection

1.966

1.839

1.948

4.122
Bicycle LOS
A
A
A
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 7
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
4 3
2 1
Ring 1
Sequence
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-342

0.528
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 2: SR-91 SB Off-Ramp (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 Grade [%]

35.00 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
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Intersection Setup
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-343
0 0
0 Bicycle Volume [bicycles/h]
0 0
0 v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 v_co, Outbound Pedestrian Volume crossing
0 0
0 v_di, Inbound Pedestrian Volume crossing m
0 0
0 v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 454
467
0 1008
291
Total Analysis Volume [veh/h]
0 113
117
0 252
73 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 431
444
0 958
276
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Right Turn on Red 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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 431
444
0 958
276
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-344
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
Pedestrian Recall
No
No
No
Maximum Recall
No
No
No
Minimum Recall

0.0 4.0

4.0 0.0

0.0 3.0
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 15
10 0
0 10
Pedestrian Clearance [s]
0 7
7 0
0 7
Walk [s]

0.0 3.0

3.0 0.0

0.0 3.0
Vehicle Extension [s]
0 33
33 0
0 77
Split [s]

0.0 1.0

1.0 0.0

0.0 1.0
All red [s]

0.0 5.0

5.0 0.0

0.0 4.0
Amber [s]
0 42
42 0
0 47
Maximum Green [s]
0 10
10 0
0 7
Minimum Green [s]
-
-
-
-
-
Lead
Lead / Lag
Auxiliary Signal Groups
0 6
2 0
0 7
Signal Group
Permissive
Permissive
Permissive
Permissive
Split
Split
Control Type
Phasing & Timing

8.00 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 Coordinated
Coordination Type
110
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-345
146.07
150.90
454.35
229.22
95th-Percentile Queue Length [ft/ln]

5.84 6.04

18.17 9.17
95th-Percentile Queue Length [veh/ln]

81.15 83.83
309.98
134.22
50th-Percentile Queue Length [ft/ln]

3.25 3.35

12.40 5.37
50th-Percentile Queue Length [veh/ln]
No
Yes
Yes
No
Critical Lane Group
B
B
C
C
Lane Group LOS

16.04 16.12

33.74 24.07
d, Delay for Lane Group [s/veh]

0.25 0.26

0.90 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]

0.34 0.36

2.85 0.38
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.11 0.11
k, delay calibration

15.70 15.76

30.89 23.69
d1, Uniform Delay [s]
1782
1782
1123
711
c, Capacity [veh/h]
3560
3560
2813
1781
s, saturation flow rate [veh/h]

0.13 0.13

0.36 0.16
(v / s)_i Volume / Saturation Flow Rate

0.50 0.50

0.40 0.40
g / C, Green / Cycle
55 55
44 44
g_i, Effective Green Time [s]

4.00 4.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

5.00 5.00
L, Total Lost Time per Cycle [s]
110
110
110
110
C, Cycle Length [s]
C
C
R
L
Lane Group
Lane Group Calculations
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-346
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

24.07 33.74

0.00 16.12

16.04 0.00
Movement LOS
C
C
B
B
d_A, Approach Delay [s/veh]

31.58 16.12

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

25.15 Intersection LOS
C
Intersection V/C

0.528
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 0.0

0.0 M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

0.00 M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

44.51 0.00

0.00 I_p,int, Pedestrian LOS Score for Intersectio

2.510

0.000

0.000
Crosswalk LOS
B
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1310
491
491
d_b, Bicycle Delay [s]

6.54 31.28

31.28 I_b,int, Bicycle LOS Score for Intersection

1.560

1.945

1.934
Bicycle LOS
A
A
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
-
7 6
-
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-347

0.427
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 3: Mulberry St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
100.00
100.00
100.00
100.00
100.00
178.00
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
1 0
0 0
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
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Intersection Setup
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-348
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 284
0 0
487
285
0 0
0 49
206
179
Total Analysis Volume [veh/h]
0 71
0 0
122
71 0
0 0
12 52
45 Total 15-Minute Volume [veh/h]

0.0000

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
128
270
0 0
463
271
0 0
0 47
196
170
Total Hourly Volume [veh/h]
0 0
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
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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
128
270
0 0
463
271
0 0
0 47
196
170
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-349
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
No
No
No
Minimum Recall

0.0 4.0

0.0 0.0

4.0 3.0

0.0 0.0

3.0 0.0
l2, Clearance Lost Time [s]

0.0 2.0

0.0 0.0

2.0 2.0

0.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 23
0 0
20 0
0 0
0 0
10 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 0
0 0
7 0
Walk [s]

0.0 3.0

0.0 0.0

3.0 3.0

0.0 0.0

3.0 0.0
Vehicle Extension [s]
0 36
0 0
74 38
0 0
0 0
36 0
Split [s]

0.0 1.0

0.0 0.0

1.0 1.0

0.0 0.0

1.0 0.0
All red [s]

0.0 5.0

0.0 0.0

5.0 4.0

0.0 0.0

4.0 0.0
Amber [s]
0 42
0 0
42 30
0 0
0 0
45 0
Maximum Green [s]
0 10
0 0
10 7
0 0
0 0
10 0
Minimum Green [s]
-
-
-
-
-
Lead
-
-
-
-
-
-
Lead / Lag
Auxiliary Signal Groups
0 6
0 0
2 5
0 0
0 0
8 0
Signal Group
Permiss
Permiss
Permiss
Permiss
Permiss
Protecte
Permiss
Permiss
Permiss
Permiss
Permiss
Permiss
Control Type
Phasing & Timing

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

27.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Coordinated
Coordination Type
110
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-350

0.00 84.29

65.46 322.13
293.93
205.72
95th-Percentile Queue Length [ft/ln]

0.00 3.37

2.62 12.89

11.76 8.23
95th-Percentile Queue Length [veh/ln]

0.00 46.83

36.36 204.79
183.00
117.02
50th-Percentile Queue Length [ft/ln]

0.00 1.87

1.45 8.19

7.32 4.68
50th-Percentile Queue Length [veh/ln]
No
Yes
No
Yes
Yes
No
Critical Lane Group
A
B
A
D
D
D
Lane Group LOS

0.00 14.52

4.61 52.37

51.90 44.82
d, Delay for Lane Group [s/veh]

0.00 0.16

0.19 0.89

0.86 0.61
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]

0.00 0.18

0.16 8.31

7.14 2.07
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.50 0.11

0.11 0.11
k, delay calibration

0.00 14.34

4.45 44.06

44.76 42.75
d1, Uniform Delay [s]
811
1817
2620
321
297
292
c, Capacity [veh/h]
1589
3560
3560
1781
1809
1781
s, saturation flow rate [veh/h]

0.00 0.08

0.14 0.16

0.14 0.10
(v / s)_i Volume / Saturation Flow Rate

0.51 0.51

0.74 0.18

0.16 0.16
g / C, Green / Cycle
56 56
81 20
18 18
g_i, Effective Green Time [s]

4.00 4.00

4.00 3.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

6.00 5.00

5.00 5.00
L, Total Lost Time per Cycle [s]
110
110
110
110
110
110
C, Cycle Length [s]
R
C
C
L
C
L
Lane Group
Lane Group Calculations
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-351
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

44.82 51.90

51.90 0.00

0.00 0.00

52.37 4.61

0.00 0.00

14.52 0.00
Movement LOS
D
D
D
D
A
B
A
d_A, Approach Delay [s/veh]

48.98 0.00

22.24 14.52
Approach LOS
D
A
C
B
d_I, Intersection Delay [s/veh]

28.56 Intersection LOS
C
Intersection V/C

0.427
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

44.57 44.57

0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio

2.091

1.912

0.000

0.000
Crosswalk LOS
B
A
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
563
0 1236
545
d_b, Bicycle Delay [s]

28.39 55.02

8.03 29.11
I_b,int, Bicycle LOS Score for Intersection

2.276

4.132

2.197

1.794
Bicycle LOS
B
D
B
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 -
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-352

0.480
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Vine St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
100.00
100.00

75.00 100.00
100.00
135.00
100.00
100.00
100.00
100.00
100.00
152.00
Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
0 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
54 319
41 194
260
125
76 29
26 51
68 40
Total Analysis Volume [veh/h]
13 80
10 48
65 31
19 7
7 13
17 10
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
51 303
39 184
247
119
72 28
25 48
65 38
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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
51 303
39 184
247
119
72 28
25 48
65 38
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-353
B
Intersection LOS

12.84 Intersection Delay [s/veh]
B
B
B
B
Approach LOS

12.93 13.36

11.88 11.55
Approach Delay [s/veh]

38.55 40.24

6.88 34.46

64.61 24.30

23.82 21.94

6.98 95th-Percentile Queue Length [ft]

1.54 1.61

0.28 1.38

2.58 0.97

0.95 0.88

0.28 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.35 0.36

0.08 0.32

0.48 0.25

0.24 0.23

0.09 Degree of Utilization, x
537
521
486
605
542
503
536
519
468
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-354

0.026
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 5: Commerce St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
100.00
100.00
150.00
220.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
1 1
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]
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Right
Thru
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Northbound
Approach
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
8 311
21 23
193
7 8
23 11
9 11
39 Total Analysis Volume [veh/h]
2 78
5 6
48 2
2 6
3 2
3 10
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
8 295
20 22
183
7 8
22 10
9 10
37 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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
8 295
20 22
183
7 8
22 10
9 10
37 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-355
B
Intersection LOS

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

0.48 0.25

11.59 13.03
d_A, Approach Delay [s/veh]

0.00 0.00

1.18 0.00

0.29 0.29

5.75 5.75

5.75 9.80

9.80 9.80
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.05 0.00

0.01 0.01

0.23 0.23

0.23 0.39

0.39 0.39
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
B
A
B
B
Movement LOS

0.00 0.00

7.71 0.00

0.00 7.92

9.67 12.16

11.80 9.76

14.47 13.38
d_M, Delay for Movement [s/veh]

0.00 0.00

0.02 0.00

0.00 0.01

0.01 0.04

0.02 0.01

0.03 0.08
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
2 0
Number of Storage Spaces in Median
Yes
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-356

0.274
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 6: Park Ave (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
No
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
100.00
100.00
100.00
100.00
100.00

97.00 100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
1 0
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
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
24 122
66 67
104
16 29
61 24
51 97
49 Total Analysis Volume [veh/h]
6 31
17 17
26 4
7 15
6 13
24 12
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
23 116
63 64
99 15
28 58
23 48
92 47
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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
23 116
63 64
99 15
28 58
23 48
92 47
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-357
A
Intersection LOS

9.68 Intersection Delay [s/veh]
A
A
A
A
Approach LOS

9.67 9.79

9.13 9.90
Approach Delay [s/veh]

21.10 9.37

25.16 2.10

14.45 27.87
95th-Percentile Queue Length [ft]

0.84 0.37

1.01 0.08

0.58 1.11
95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.22 0.11

0.25 0.03

0.16 0.27
Degree of Utilization, x
658
591
672
586
701
719
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-358

0.019
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 7: Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 30.00

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
132.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 1
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
3rd St
3rd St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
439
14 20
432
9 7
Total Analysis Volume [veh/h]
110
3 5
108
2 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
417
13 19
410
9 7
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
417
13 19
410
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-359
B
Intersection LOS

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

0.26 0.00

12.02 d_A, Approach Delay [s/veh]

0.00 0.96

0.00 0.00

2.34 2.34
95th-Percentile Queue Length [ft/ln]

0.00 0.04

0.00 0.00

0.09 0.09
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
B
Movement LOS

0.00 8.30

0.00 0.00

9.85 14.82
d_M, Delay for Movement [s/veh]

0.00 0.01

0.00 0.00

0.01 0.02
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-360

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
1 2
39 0
2 16
Total Analysis Volume [veh/h]
0 1
10 0
1 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
1 2
37 0
2 15
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
37 0
2 15
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-361
A
Intersection LOS

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

8.66 0.00

0.00 d_A, Approach Delay [s/veh]

0.23 0.23

0.00 0.00

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

0.01 0.01

0.00 0.00

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

8.40 8.79

0.00 7.25

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
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-362

0.004
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 9: Commerce St (NS) at 6th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
6th Street
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 4
40 1
0 18
Total Analysis Volume [veh/h]
0 1
10 0
0 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 4
38 1
0 17
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 4
38 1
0 17
Base Volume Input [veh/h]
6th Street
Commerce St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-363
A
Intersection LOS

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

8.82 0.18

0.00 d_A, Approach Delay [s/veh]

0.32 0.32

0.04 0.04

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

0.01 0.01

0.00 0.00

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

8.41 8.82

0.00 7.25

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
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-364

0.013
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 10: Project Dwy (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 30.00
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
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
0 332
4 9
205
0 0
0 0
7 0
7 Total Analysis Volume [veh/h]
0 83
1 2
51 0
0 0
0 2
0 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 315
4 9
195
0 0
0 0
7 0
7 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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 315
4 9
195
0 0
0 0
7 0
7 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-365
B
Intersection LOS

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

0.09 0.00

10.79 10.34
d_A, Approach Delay [s/veh]

0.00 0.00

0.22 0.00

0.00 0.00

0.00 1.56

0.00 1.56
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00

0.00 0.00

0.00 0.06

0.00 0.06
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
A
B
Movement LOS

0.00 0.00

7.67 0.00

0.00 7.94

9.24 0.00

12.34 8.99

0.00 11.68
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.00 0.01
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 0
Number of Storage Spaces in Median
No
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-366

PM PEAK HOUR
Apx-367

0.611
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lime St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk
No
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 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
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
185.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00

72.00 Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
1 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Intersection Setup
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-368
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
No
No
Presence of On-Street Parking
189
401
227
143
562
20 32
298
64 135
282
25 Total Analysis Volume [veh/h]
47 100
57 36
141
5 8
74 16
34 71
6 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
180
381
216
136
534
19 30
283
61 128
268
24 Total Hourly Volume [veh/h]
0 0
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
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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
180
381
216
136
534
19 30
283
61 128
268
24 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-369
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
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Maximum Recall
No
No
No
No
No
No
No
No
Minimum Recall

0.0 2.6

2.6 0.0

2.6 2.6

0.0 3.1

3.1 0.0

3.1 3.1
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

2.0 2.0

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 21
0 0
18 0
0 20
0 0
21 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 7
0 0
7 0
Walk [s]

0.0 3.0

3.0 0.0

3.0 3.0

0.0 3.0

3.0 0.0

3.0 3.0
Vehicle Extension [s]
0 42
24 0
29 9
0 30
9 0
30 9
Split [s]

0.0 1.0

1.0 0.0

1.0 1.0

0.0 1.0

1.0 0.0

1.0 1.0
All red [s]

0.0 3.6

3.6 0.0

3.6 3.6

0.0 4.1

4.1 0.0

16.00 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
90 Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-370

94.56 216.69
225.90
243.34
255.25

22.23 139.54
142.33

44.33 120.30
261.77

16.83 95th-Percentile Queue Length [ft/ln]

3.78 8.67

9.04 9.73

10.21 0.89

5.58 5.69

1.77 4.81

10.47 0.67
95th-Percentile Queue Length [veh/ln]

52.53 125.01
131.77
144.70
153.62

12.35 77.52

79.07 24.63

66.83 158.53

9.35 50th-Percentile Queue Length [ft/ln]

2.10 5.00

5.27 5.79

6.14 0.49

3.10 3.16

0.99 2.67

6.34 0.37
50th-Percentile Queue Length [veh/ln]
No
No
Yes
Yes
No
No
No
No
Yes
No
Yes
No
Critical Lane Group
B
B
D
C
C
D
C
C
C
C
D
C
Lane Group LOS

12.91 15.08

44.62 23.26

23.04 46.35

32.23 32.15

24.32 34.50

41.71 22.87
d, Delay for Lane Group [s/veh]

0.23 0.42

0.85 0.50

0.50 0.35

0.44 0.44

0.19 0.48

0.85 0.06
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]

0.67 1.35

7.31 2.58

2.39 3.62

0.83 0.79

0.26 1.24

5.86 0.06
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.11 0.50

0.50 0.11

0.11 0.11

0.11 0.11
k, delay calibration

12.24 13.73

37.31 20.68

20.65 42.73

31.39 31.36

24.06 33.26

35.84 22.81
d1, Uniform Delay [s]
812
956
268
684
734
57 369
382
346
284
334
402
c, Capacity [veh/h]
1589
1870
1781
1741
1870
1781
1807
1870
1235
1589
1870
1226
s, saturation flow rate [veh/h]

0.12 0.21

0.13 0.20

0.19 0.01

0.09 0.09

0.05 0.08

0.15 0.02
(v / s)_i Volume / Saturation Flow Rate

0.51 0.51

0.15 0.39

0.39 0.03

0.20 0.20

0.30 0.18

0.18 0.30
g / C, Green / Cycle
46 46
13 36
36 3
18 18
27 16
16 27
g_i, Effective Green Time [s]

2.60 2.60

3.10 3.10

0.00 3.10

3.10 0.00
l2, Clearance Lost Time [s]

0.00 0.00

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

4.60 4.60

5.10 5.10

5.10 5.10
L, Total Lost Time per Cycle [s]
90 90
90 90
90 90
90 90
90 90
90 90
C, Cycle Length [s]
R
C
L
C
C
L
C
C
L
R
C
L
Lane Group
Lane Group Calculations
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-371
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

22.87 41.71

34.50 24.32

32.18 32.23

46.35 23.12

23.26 44.62

15.08 12.91
Movement LOS
C
D
C
C
C
C
D
C
C
D
B
B
d_A, Approach Delay [s/veh]

38.44 30.91

23.79 22.79
Approach LOS
D
C
C
C
d_I, Intersection Delay [s/veh]

27.35 Intersection LOS
C
Intersection V/C

0.611
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

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

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

34.72 34.72

34.72 34.72
I_p,int, Pedestrian LOS Score for Intersectio

2.552

2.382

2.379

2.677
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
553
553
542
830
d_b, Bicycle Delay [s]

23.59 23.59

23.95 15.41
I_b,int, Bicycle LOS Score for Intersection

2.289

1.885

2.158

2.908
Bicycle LOS
B
A
B
C
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 7
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
4 3
2 1
Ring 1
Sequence
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-372

0.435
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 2: SR-91 SB Off-Ramp (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 Grade [%]

35.00 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
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Intersection Setup
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-373
0 0
0 Bicycle Volume [bicycles/h]
0 0
0 v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 v_co, Outbound Pedestrian Volume crossing
0 0
0 v_di, Inbound Pedestrian Volume crossing m
0 0
0 v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 291
762
0 532
259
Total Analysis Volume [veh/h]
0 73
191
0 133
65 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 276
724
0 505
246
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Right Turn on Red 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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 276
724
0 505
246
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-374
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
Pedestrian Recall
No
No
No
Maximum Recall
No
No
No
Minimum Recall

0.0 4.0

4.0 0.0

0.0 3.0
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 15
10 0
0 10
Pedestrian Clearance [s]
0 7
7 0
0 7
Walk [s]

0.0 3.0

3.0 0.0

0.0 3.0
Vehicle Extension [s]
0 59
59 0
0 51
Split [s]

0.0 1.0

1.0 0.0

0.0 1.0
All red [s]

0.0 5.0

5.0 0.0

8.00 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 Coordinated
Coordination Type
110
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-375

48.97 150.28
287.06
266.60
95th-Percentile Queue Length [ft/ln]

1.96 6.01

11.48 10.66
95th-Percentile Queue Length [veh/ln]

27.21 83.49
177.74
162.17
50th-Percentile Queue Length [ft/ln]

1.09 3.34

7.11 6.49
50th-Percentile Queue Length [veh/ln]
No
Yes
Yes
No
Critical Lane Group
A
A
D
D
Lane Group LOS

6.22 7.49

44.89 41.04
d, Delay for Lane Group [s/veh]

0.12 0.31

0.86 0.66
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]

0.10 0.34

3.66 1.92
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.11 0.11
k, delay calibration

6.12 7.15

41.23 39.12
d1, Uniform Delay [s]
2421
2421
618
391
c, Capacity [veh/h]
3560
3560
2813
1781
s, saturation flow rate [veh/h]

0.08 0.21

0.19 0.15
(v / s)_i Volume / Saturation Flow Rate

0.68 0.68

0.22 0.22
g / C, Green / Cycle
75 75
24 24
g_i, Effective Green Time [s]

4.00 4.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

5.00 5.00
L, Total Lost Time per Cycle [s]
110
110
110
110
C, Cycle Length [s]
C
C
R
L
Lane Group
Lane Group Calculations
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-376
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

41.04 44.89

0.00 7.49

6.22 0.00
Movement LOS
D
D
A
A
d_A, Approach Delay [s/veh]

43.63 7.49

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

22.79 Intersection LOS
C
Intersection V/C

0.435
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 0.0

0.0 M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

0.00 M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

44.51 0.00

0.00 I_p,int, Pedestrian LOS Score for Intersectio

2.366

0.000

0.000
Crosswalk LOS
B
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
837
964
964
d_b, Bicycle Delay [s]

18.59 14.74

14.74 I_b,int, Bicycle LOS Score for Intersection

1.560

2.188

1.800
Bicycle LOS
A
B
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
-
7 6
-
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-377

0.667
Volume to Capacity (v/c):

D
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 3: Mulberry St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Intersection Setup
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-378
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 167
0 0
694
377
0 0
0 127
479
127
Total Analysis Volume [veh/h]
0 42
0 0
173
94 0
0 0
32 120
32 Total 15-Minute Volume [veh/h]

0.0000

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
204
159
0 0
659
358
0 0
0 121
455
121
Total Hourly Volume [veh/h]
0 0
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
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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
204
159
0 0
659
358
0 0
0 121
455
121
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-379
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
No
No
No
Minimum Recall

0.0 4.0

0.0 0.0

4.0 3.0

0.0 0.0

3.0 0.0
l2, Clearance Lost Time [s]

0.0 2.0

0.0 0.0

2.0 2.0

0.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 23
0 0
20 0
0 0
0 0
10 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 0
0 0
7 0
Walk [s]

0.0 3.0

0.0 0.0

3.0 3.0

0.0 0.0

3.0 0.0
Vehicle Extension [s]
0 36
0 0
65 29
0 0
0 0
45 0
Split [s]

0.0 1.0

0.0 0.0

1.0 1.0

0.0 0.0

1.0 0.0
All red [s]

0.0 5.0

0.0 0.0

5.0 4.0

0.0 0.0

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

34.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Coordinated
Coordination Type
110
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-380

0.00 76.12
207.88
468.31
651.84
105.50
95th-Percentile Queue Length [ft/ln]

0.00 3.04

8.32 18.73

26.07 4.22
95th-Percentile Queue Length [veh/ln]

0.00 42.29
118.59
321.32
473.43

58.61 50th-Percentile Queue Length [ft/ln]

0.00 1.69

4.74 12.85

18.94 2.34
50th-Percentile Queue Length [veh/ln]
No
Yes
No
Yes
Yes
No
Critical Lane Group
A
C
B
E
D
C
Lane Group LOS

0.00 29.89

14.45 69.65

54.57 25.07
d, Delay for Lane Group [s/veh]

0.00 0.16

0.36 0.97

0.96 0.20
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]

0.00 0.35

0.51 26.97

19.72 0.16
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.50 0.27

0.32 0.11
k, delay calibration

0.00 29.54

13.94 42.68

34.85 24.92
d1, Uniform Delay [s]
453
1014
1953
389
634
626
c, Capacity [veh/h]
1589
3560
3560
1781
1803
1781
s, saturation flow rate [veh/h]

0.00 0.05

0.19 0.21

0.34 0.07
(v / s)_i Volume / Saturation Flow Rate

0.29 0.29

0.55 0.22

0.35 0.35
g / C, Green / Cycle
31 31
60 24
39 39
g_i, Effective Green Time [s]

4.00 4.00

4.00 3.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

6.00 5.00

5.00 5.00
L, Total Lost Time per Cycle [s]
110
110
110
110
110
110
C, Cycle Length [s]
R
C
C
L
C
L
Lane Group
Lane Group Calculations
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-381
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

25.07 54.57

54.57 0.00

0.00 0.00

69.65 14.45

0.00 0.00

29.89 0.00
Movement LOS
C
D
D
E
B
C
A
d_A, Approach Delay [s/veh]

49.46 0.00

33.88 29.89
Approach LOS
D
A
C
C
d_I, Intersection Delay [s/veh]

39.33 Intersection LOS
D
Intersection V/C

0.667
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

44.57 44.57

0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio

2.188

2.268

0.000

0.000
Crosswalk LOS
B
B
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
727
0 1072
545
d_b, Bicycle Delay [s]

22.29 55.02

11.84 29.11
I_b,int, Bicycle LOS Score for Intersection

2.769

4.132

2.443

1.697
Bicycle LOS
C
D
B
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 -
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-382

1.039
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Vine St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
100.00
100.00

75.00 100.00
100.00
135.00
100.00
100.00
100.00
100.00
100.00
152.00
Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
0 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
79 218
42 173
521
116
116
36 62
28 78
71 Total Analysis Volume [veh/h]
20 54
11 43
130
29 29
9 16
7 19
18 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
75 207
40 164
495
110
110
34 59
27 74
67 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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
75 207
40 164
495
110
110
34 59
27 74
67 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-383
E
Intersection LOS

35.40 Intersection Delay [s/veh]
B
F
C
B
Approach LOS

14.00 54.21

16.43 13.26
Approach Delay [s/veh]

33.54 35.79

8.23 32.95
381.70

24.17 56.64

22.91 15.36
95th-Percentile Queue Length [ft]

1.34 1.43

0.33 1.32

15.27 0.97

2.27 0.92

0.61 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.32 0.33

0.10 0.31

1.04 0.25

0.45 0.24

0.17 Degree of Utilization, x
470
448
422
557
521
469
480
446
412
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-384

0.195
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 5: Commerce St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
11 202
3 73
529
14 15
41 12
7 15
57 Total Analysis Volume [veh/h]
3 51
1 18
132
3 4
10 3
2 4
14 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
10 192
3 69
503
13 14
39 11
7 14
54 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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
10 192
3 69
503
13 14
39 11
7 14
54 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-385
C
Intersection LOS

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

0.12 0.17

13.23 20.24
d_A, Approach Delay [s/veh]

0.00 0.00

0.23 0.00

0.59 0.59

11.56 11.56

11.56 24.35

24.35 24.35
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00

0.02 0.02

0.46 0.46

0.46 0.97

0.97 0.97
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
B
B
C
C
Movement LOS

0.00 0.00

8.72 0.00

0.00 7.67

9.99 14.61

12.55 13.70

20.00 21.10
d_M, Delay for Movement [s/veh]

0.00 0.00

0.01 0.01

0.02 0.10

0.02 0.01

0.05 0.19
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
2 0
Number of Storage Spaces in Median
Yes
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-386

0.688
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 6: Park Ave (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
No
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
100.00
100.00
100.00
100.00
100.00

97.00 100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
1 0
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
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
25 107
88 167
273
19 15
95 15
71 82
51 Total Analysis Volume [veh/h]
6 27
22 42
68 5
4 24
4 18
21 13
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
24 102
84 159
259
18 14
90 14
67 78
48 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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
24 102
84 159
259
18 14
90 14
67 78
48 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-387
B
Intersection LOS

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

10.60 19.37

10.80 11.73
Approach Delay [s/veh]

21.18 14.58
135.83

2.62 20.06

36.20 95th-Percentile Queue Length [ft]

0.85 0.58

5.43 0.10

0.80 1.45
95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.22 0.16

0.69 0.03

0.21 0.33
Degree of Utilization, x
593
536
640
562
586
615
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-388

0.139
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 7: Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 30.00

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
132.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 1
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
3rd St
3rd St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
472
13 46
1187
12 16
Total Analysis Volume [veh/h]
118
3 12
297
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
448
12 44
1128
11 15
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
448
12 44
1128
11 15
Base Volume Input [veh/h]
3rd St
3rd St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-389
E
Intersection LOS

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

0.31 0.00

30.70 d_A, Approach Delay [s/veh]

0.00 1.78

0.00 0.00

14.54 14.54
95th-Percentile Queue Length [ft/ln]

0.00 0.07

0.00 0.00

0.58 0.58
95th-Percentile Queue Length [veh/ln]
A
B
A
A
C
E
Movement LOS

0.00 11.57

0.00 0.00

17.56 40.56
d_M, Delay for Movement [s/veh]

0.00 0.02

0.00 0.01

0.03 0.14
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-390

0.003
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
2 3
49 7
2 22
Total Analysis Volume [veh/h]
1 1
12 2
1 6
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
2 3
47 7
2 21
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
47 7
2 21
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-391
A
Intersection LOS

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

8.76 0.91

0.00 d_A, Approach Delay [s/veh]

0.39 0.39

0.29 0.29

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

0.02 0.02

0.01 0.01

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

8.44 8.97

0.00 7.27

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
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-392

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 9: Commerce St (NS) at 6th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
6th Street
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 2
51 3
0 25
Total Analysis Volume [veh/h]
0 1
13 1
0 6
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 2
48 3
0 24
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 2
48 3
0 24
Base Volume Input [veh/h]
6th Street
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-393
A
Intersection LOS

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

8.93 0.40

0.00 d_A, Approach Delay [s/veh]

0.16 0.16

0.13 0.13

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

0.01 0.01

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

8.43 8.93

0.00 7.27

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
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-394

0.042
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 10: Project Dwy (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 30.00
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
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
0 206
3 19
531
0 0
0 0
6 0
15 Total Analysis Volume [veh/h]
0 52
1 5
133
0 0
0 0
2 0
4 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 196
3 18
504
0 0
0 0
6 0
14 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 0
0 0
0 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 196
3 18
504
0 0
0 0
6 0
14 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-395
C
Intersection LOS

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

0.12 0.00

10.82 14.16
d_A, Approach Delay [s/veh]

0.00 0.00

0.22 0.00

0.00 0.00

0.00 4.00

0.00 4.00
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00

0.00 0.00

0.00 0.16

0.00 0.16
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
B
C
Movement LOS

0.00 0.00

8.55 0.00

0.00 7.64

8.86 0.00

12.77 10.45

0.00 15.65
d_M, Delay for Movement [s/veh]

0.00 0.00

0.01 0.00

0.00 0.00

0.00 0.01

0.00 0.04
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 0
Number of Storage Spaces in Median
No
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-396
BUILDOUT YEAR 2045

WITH PROJECT
Apx-397

AM PEAK HOUR
Apx-398

0.745
Volume to Capacity (v/c):

D
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lime St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk
No
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 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
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
185.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00

72.00 Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
1 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Intersection Setup
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-399
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
No
No
Presence of On-Street Parking
203
640
734
122
340
14 5
285
49 68
146
32 Total Analysis Volume [veh/h]
51 160
183
31 85
3 1
71 12
17 37
8 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
193
608
697
116
323
13 5
271
47 65
139
30 Total Hourly Volume [veh/h]
0 0
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
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 9
14 0
5 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
193
599
683
116
318
13 5
271
47 65
139
30 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-400
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
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Maximum Recall
No
No
No
No
No
No
No
No
Minimum Recall

0.0 2.6

2.6 0.0

2.6 2.6

0.0 3.1

3.1 0.0

3.1 3.1
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

2.0 2.0

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 21
0 0
18 0
0 20
0 0
21 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 7
0 0
7 0
Walk [s]

0.0 3.0

3.0 0.0

3.0 3.0

0.0 3.0

3.0 0.0

3.0 3.0
Vehicle Extension [s]
0 72
54 0
29 9
0 30
9 0
30 9
Split [s]

0.0 1.0

1.0 0.0

1.0 1.0

0.0 1.0

1.0 0.0

1.0 1.0
All red [s]

0.0 3.6

3.6 0.0

3.6 3.6

0.0 4.1

4.1 0.0

16.00 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
120
Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-401

87.05 319.63
896.55
246.11
257.83

21.67 198.81
199.20

55.54 90.09
205.77

35.90 95th-Percentile Queue Length [ft/ln]

3.48 12.79

35.86 9.84

10.31 0.87

7.95 7.97

2.22 3.60

8.23 1.44
95th-Percentile Queue Length [veh/ln]

48.36 202.84
679.78
146.77
155.56

12.04 112.02
112.31

30.86 50.05
117.05

19.94 50th-Percentile Queue Length [ft/ln]

1.93 8.11

27.19 5.87

6.22 0.48

4.48 4.49

1.23 2.00

4.68 0.80
50th-Percentile Queue Length [veh/ln]
No
No
Yes
Yes
No
No
No
No
Yes
No
Yes
No
Critical Lane Group
A
B
F
D
D
E
E
E
D
D
E
D
Lane Group LOS

7.79 11.28

68.44 38.55

38.04 63.27

57.35 57.26

41.52 53.09

61.16 40.99
d, Delay for Lane Group [s/veh]

0.19 0.51

1.00 0.46

0.45 0.36

0.74 0.73

0.19 0.44

0.80 0.13
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]

0.39 1.48

33.06 3.14

2.75 5.42

5.30 5.23

0.34 1.97

8.09 0.22
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.46 0.50

0.50 0.11

0.11 0.11

0.11 0.11
k, delay calibration

7.39 9.81

35.38 35.41

35.29 57.85

52.05 52.04

41.18 51.12

53.07 40.77
d1, Uniform Delay [s]
1068
1257
731
484
531
39 196
198
264
154
181
256
c, Capacity [veh/h]
1589
1870
1781
1705
1870
1781
1859
1870
1407
1589
1870
1327
s, saturation flow rate [veh/h]

0.13 0.34

0.41 0.13

0.13 0.01

0.08 0.08

0.03 0.04

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

0.67 0.67

0.41 0.28

0.28 0.02

0.11 0.11

0.19 0.10

0.10 0.19
g / C, Green / Cycle
81 81
49 34
34 3
13 13
22 12
12 22
g_i, Effective Green Time [s]

2.60 2.60

3.10 3.10

0.00 3.10

3.10 0.00
l2, Clearance Lost Time [s]

0.00 0.00

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

4.60 4.60

5.10 5.10

5.10 5.10
L, Total Lost Time per Cycle [s]
120
120
120
120
120
120
120
120
120
120
120
120
C, Cycle Length [s]
R
C
L
C
C
L
C
C
L
R
C
L
Lane Group
Lane Group Calculations
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-402
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

40.99 61.16

53.09 41.52

57.30 57.35

63.27 38.19

38.55 68.44

11.28 7.79
Movement LOS
D
E
D
D
E
E
E
D
D
F
B
A
d_A, Approach Delay [s/veh]

56.30 55.02

39.02 37.44
Approach LOS
E
E
D
D
d_I, Intersection Delay [s/veh]

41.74 Intersection LOS
D
Intersection V/C

0.745
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

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

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

49.51 49.51

49.51 49.51
I_p,int, Pedestrian LOS Score for Intersectio

2.629

2.344

2.385

2.784
Crosswalk LOS
B
B
B
C
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
415
415
407
1123
d_b, Bicycle Delay [s]

37.69 37.69

38.09 11.53
I_b,int, Bicycle LOS Score for Intersection

1.966

1.839

1.952

4.162
Bicycle LOS
A
A
A
D
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 7
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
4 3
2 1
Ring 1
Sequence
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-403

0.529
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 2: SR-91 SB Off-Ramp (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 Grade [%]

35.00 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
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Intersection Setup
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-404
0 0
0 Bicycle Volume [bicycles/h]
0 0
0 v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 v_co, Outbound Pedestrian Volume crossing
0 0
0 v_di, Inbound Pedestrian Volume crossing m
0 0
0 v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 478
473
0 1008
297
Total Analysis Volume [veh/h]
0 119
118
0 252
74 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 454
449
0 958
282
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Right Turn on Red 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 23
5 0
0 6
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 431
444
0 958
276
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-405
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
Pedestrian Recall
No
No
No
Maximum Recall
No
No
No
Minimum Recall

0.0 4.0

4.0 0.0

0.0 3.0
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 15
10 0
0 10
Pedestrian Clearance [s]
0 7
7 0
0 7
Walk [s]

0.0 3.0

3.0 0.0

0.0 3.0
Vehicle Extension [s]
0 35
35 0
0 80
Split [s]

0.0 1.0

1.0 0.0

0.0 1.0
All red [s]

0.0 5.0

5.0 0.0

8.00 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 Coordinated
Coordination Type
115
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-406
161.30
159.34
476.12
244.35
95th-Percentile Queue Length [ft/ln]

6.45 6.37

19.04 9.77
95th-Percentile Queue Length [veh/ln]

89.61 88.52
327.69
145.46
50th-Percentile Queue Length [ft/ln]

3.58 3.54

13.11 5.82
50th-Percentile Queue Length [veh/ln]
Yes
No
Yes
No
Critical Lane Group
B
B
D
C
Lane Group LOS

16.53 16.49

35.41 25.39
d, Delay for Lane Group [s/veh]

0.27 0.26

0.90 0.42
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]

0.36 0.35

2.95 0.40
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.11 0.11
k, delay calibration

16.17 16.14

32.46 25.00
d1, Uniform Delay [s]
1803
1803
1119
709
c, Capacity [veh/h]
3560
3560
2813
1781
s, saturation flow rate [veh/h]

0.13 0.13

0.36 0.17
(v / s)_i Volume / Saturation Flow Rate

0.51 0.51

0.40 0.40
g / C, Green / Cycle
58 58
46 46
g_i, Effective Green Time [s]

4.00 4.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

5.00 5.00
L, Total Lost Time per Cycle [s]
115
115
115
115
C, Cycle Length [s]
C
C
R
L
Lane Group
Lane Group Calculations
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-407
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

25.39 35.41

0.00 16.49

16.53 0.00
Movement LOS
C
D
B
B
d_A, Approach Delay [s/veh]

33.13 16.49

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

26.12 Intersection LOS
C
Intersection V/C

0.529
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 0.0

0.0 M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

0.00 M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

47.00 0.00

0.00 I_p,int, Pedestrian LOS Score for Intersectio

2.514

0.000

0.000
Crosswalk LOS
B
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
1305
505
505
d_b, Bicycle Delay [s]

6.94 32.13

32.13 I_b,int, Bicycle LOS Score for Intersection

1.560

1.950

1.954
Bicycle LOS
A
A
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
-
7 6
-
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-408

0.439
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 3: Mulberry St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Intersection Setup
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-409
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 308
0 0
499
285
0 0
0 58
206
179
Total Analysis Volume [veh/h]
0 77
0 0
125
71 0
0 0
14 52
45 Total 15-Minute Volume [veh/h]

0.0000

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
140
293
0 0
474
271
0 0
0 55
196
170
Total Hourly Volume [veh/h]
0 0
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
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]
12 23
0 0
11 0
0 0
0 8
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
128
270
0 0
463
271
0 0
0 47
196
170
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-410
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
No
No
No
Minimum Recall

0.0 4.0

0.0 0.0

4.0 3.0

0.0 0.0

3.0 0.0
l2, Clearance Lost Time [s]

0.0 2.0

0.0 0.0

2.0 2.0

0.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 23
0 0
20 0
0 0
0 0
10 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 0
0 0
7 0
Walk [s]

0.0 3.0

0.0 0.0

3.0 3.0

0.0 0.0

3.0 0.0
Vehicle Extension [s]
0 36
0 0
77 41
0 0
0 0
38 0
Split [s]

0.0 1.0

0.0 0.0

1.0 1.0

0.0 0.0

1.0 0.0
All red [s]

0.0 5.0

0.0 0.0

5.0 4.0

0.0 0.0

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

29.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Coordinated
Coordination Type
115
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-411

0.00 96.69

72.28 335.44
314.62
212.22
95th-Percentile Queue Length [ft/ln]

0.00 3.87

2.89 13.42

12.58 8.49
95th-Percentile Queue Length [veh/ln]

0.00 53.72

40.16 215.16
198.96
121.75
50th-Percentile Queue Length [ft/ln]

0.00 2.15

1.61 8.61

7.96 4.87
50th-Percentile Queue Length [veh/ln]
No
Yes
No
Yes
Yes
No
Critical Lane Group
A
B
A
D
D
D
Lane Group LOS

0.00 15.15

4.84 54.72

54.05 46.06
d, Delay for Lane Group [s/veh]

0.00 0.17

0.19 0.89

0.87 0.60
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]

0.00 0.20

0.16 8.59

7.48 1.88
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.50 0.11

0.11 0.11
k, delay calibration

0.00 14.95

4.68 46.14

46.57 44.18
d1, Uniform Delay [s]
815
1826
2619
319
304
301
c, Capacity [veh/h]
1589
3560
3560
1781
1800
1781
s, saturation flow rate [veh/h]

0.00 0.09

0.14 0.16

0.15 0.10
(v / s)_i Volume / Saturation Flow Rate

0.51 0.51

0.74 0.18

0.17 0.17
g / C, Green / Cycle
59 59
85 21
19 19
g_i, Effective Green Time [s]

4.00 4.00

4.00 3.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

6.00 5.00

5.00 5.00
L, Total Lost Time per Cycle [s]
115
115
115
115
115
115
C, Cycle Length [s]
R
C
C
L
C
L
Lane Group
Lane Group Calculations
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-412
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

46.06 54.05

54.05 0.00

0.00 0.00

54.72 4.84

0.00 0.00

15.15 0.00
Movement LOS
D
D
D
D
A
B
A
d_A, Approach Delay [s/veh]

50.82 0.00

22.98 15.15
Approach LOS
D
A
C
B
d_I, Intersection Delay [s/veh]

29.44 Intersection LOS
C
Intersection V/C

0.439
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

47.04 47.04

0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio

2.096

1.914

0.000

0.000
Crosswalk LOS
B
A
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
574
0 1234
522
d_b, Bicycle Delay [s]

29.25 57.52

8.43 31.43
I_b,int, Bicycle LOS Score for Intersection

2.291

4.132

2.206

1.814
Bicycle LOS
B
D
B
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 -
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-413

0.526
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Vine St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
100.00
100.00

75.00 100.00
100.00
135.00
100.00
100.00
100.00
100.00
100.00
152.00
Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
0 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
54 356
41 194
280
125
76 29
26 51
68 40
Total Analysis Volume [veh/h]
13 89
10 48
70 31
19 7
7 13
17 10
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
51 338
39 184
266
119
72 28
25 48
65 38
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 35
0 0
19 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
51 303
39 184
247
119
72 28
25 48
65 38
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-414
B
Intersection LOS

13.52 Intersection Delay [s/veh]
B
B
B
B
Approach LOS

13.69 14.18

12.09 11.77
Approach Delay [s/veh]

45.34 47.21

6.95 35.34

75.89 24.77

24.38 22.51

7.12 95th-Percentile Queue Length [ft]

1.81 1.89

0.28 1.41

3.04 0.99

0.98 0.90

0.28 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.39 0.40

0.09 0.33

0.53 0.25

0.25 0.23

0.09 Degree of Utilization, x
530
516
481
595
532
495
526
508
459
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-415

0.033
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 5: Commerce St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
11 335
21 23
214
7 21
26 14
9 13
39 Total Analysis Volume [veh/h]
3 84
5 6
53 2
5 7
3 2
3 10
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
10 318
20 22
203
7 20
25 13
9 12
37 Total Hourly Volume [veh/h]
0 0
0 0
1 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]
2 23
0 0
19 0
12 3
3 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]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
8 295
20 22
183
7 8
22 10
9 10
37 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-416
C
Intersection LOS

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

0.44 0.23

11.59 13.81
d_A, Approach Delay [s/veh]

0.00 0.00

1.21 0.00

0.29 0.29

8.34 8.34

8.34 11.11

11.11 11.11
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.05 0.00

0.01 0.01

0.33 0.33

0.33 0.44

0.44 0.44
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
B
B
C
B
Movement LOS

0.00 0.00

7.76 0.00

0.00 7.98

9.95 12.57

12.25 10.03

15.25 14.21
d_M, Delay for Movement [s/veh]

0.00 0.00

0.02 0.00

0.00 0.01

0.02 0.05

0.03 0.01

0.03 0.09
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
2 0
Number of Storage Spaces in Median
Yes
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-417

0.277
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 6: Park Ave (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
No
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
100.00
100.00
100.00
100.00
100.00

97.00 100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
1 0
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
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
24 127
66 67
114
16 34
61 24
51 97
49 Total Analysis Volume [veh/h]
6 32
17 17
28 4
8 15
6 13
24 12
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
23 121
63 64
108
15 32
58 23
48 92
47 Total Hourly Volume [veh/h]
0 0
0 0
0 0
4 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 5
0 0
9 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
23 116
63 64
99 15
28 58
23 48
92 47
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-418
A
Intersection LOS

9.81 Intersection Delay [s/veh]
A
B
A
A
Approach LOS

9.78 10.01

9.22 10.00
Approach Delay [s/veh]

22.22 9.43

27.42 2.11

15.30 28.26
95th-Percentile Queue Length [ft]

0.89 0.38

1.10 0.08

0.61 1.13
95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.23 0.11

0.27 0.03

0.17 0.28
Degree of Utilization, x
653
588
667
584
697
711
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-419

0.030
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 7: Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 30.00

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
132.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 1
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
3rd St
3rd St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
439
16 22
432
13 11
Total Analysis Volume [veh/h]
110
4 6
108
3 3
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
417
15 21
410
12 10
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 2
2 0
3 3
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
417
13 19
410
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-420
C
Intersection LOS

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

0.29 0.00

12.30 d_A, Approach Delay [s/veh]

0.00 1.10

0.00 0.00

3.64 3.64
95th-Percentile Queue Length [ft/ln]

0.00 0.04

0.00 0.00

0.15 0.15
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
C
Movement LOS

0.00 8.31

0.00 0.00

9.98 15.04
d_M, Delay for Movement [s/veh]

0.00 0.01

0.00 0.00

0.02 0.03
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-421

0.022
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
7 21
39 4
6 16
Total Analysis Volume [veh/h]
2 5
10 1
2 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
7 20
37 4
6 15
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]
6 18
0 4
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
37 0
2 15
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-422
A
Intersection LOS

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

8.84 0.68

0.00 d_A, Approach Delay [s/veh]

2.24 2.24

0.17 0.17

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

0.09 0.09

0.01 0.01

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

8.51 8.95

0.00 7.26

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

0.01 0.02

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
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-423

0.001
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 9: Commerce St (NS) at 6th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
6th Street
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 0
59 0
0 22
Total Analysis Volume [veh/h]
0 0
15 0
0 6
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 0
56 0
0 21
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 -4
0 -1
0 0
Diverted Trips [veh/h]
0 0
18 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 4
38 1
0 17
Base Volume Input [veh/h]
6th Street
Commerce St
Commerce St
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-424
A
Intersection LOS

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

8.66 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
A
A
A
A
A
Movement LOS

8.41 8.91

0.00 7.26

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
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-425

0.013
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 10: Project Dwy (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 30.00
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
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
3 334
4 9
208
20 24
0 6
7 0
7 Total Analysis Volume [veh/h]
1 83
1 2
52 5
6 0
2 2
0 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
3 317
4 9
198
19 23
0 6
7 0
7 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]
3 2
0 0
3 19
23 0
6 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 315
4 9
195
0 0
0 0
7 0
7 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-426
B
Intersection LOS

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

0.09 0.68

10.23 10.77
d_A, Approach Delay [s/veh]

0.00 0.00

0.22 0.00

0.00 1.25

3.26 0.00

3.26 1.68

0.00 1.68
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00

0.00 0.05

0.13 0.00

0.13 0.07

0.00 0.07
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
A
B
Movement LOS

0.00 0.00

7.67 0.00

0.00 8.00

9.47 0.00

13.25 9.02

0.00 12.52
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.02

0.03 0.00

0.01 0.01

0.00 0.01
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 0
Number of Storage Spaces in Median
No
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-427

0.025
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 11: Project Dwy (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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
5th St
5th St
Project Dwy
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
3 3
8 3
6 25
Total Analysis Volume [veh/h]
1 1
2 1
2 6
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
3 3
8 3
6 24
Total Hourly Volume [veh/h]
0 0
0 1
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 3
8 0
6 24
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
3 0
0 2
0 0
Base Volume Input [veh/h]
5th St
5th St
Project Dwy
Name
Volumes
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-428
A
Intersection LOS

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

3.62 0.00

8.66 d_A, Approach Delay [s/veh]

0.13 0.13

0.00 0.00

2.36 2.36
95th-Percentile Queue Length [ft/ln]

0.01 0.01

0.00 0.00

0.09 0.09
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 7.24

0.00 0.00

8.46 8.71
d_M, Delay for Movement [s/veh]

0.00 0.00

0.01 0.02
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
AM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-429

PM PEAK HOUR
Apx-430

0.619
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 1: Lime St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk
No
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 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
0 0
0 0
0 0
No. of Lanes in Exit Pocket
100.00
100.00
185.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00
100.00

72.00 Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
1 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Intersection Setup
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-431
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
No
No
Presence of On-Street Parking
189
404
235
143
569
20 32
298
64 135
282
25 Total Analysis Volume [veh/h]
47 101
59 36
142
5 8
74 16
34 71
6 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
180
384
223
136
541
19 30
283
61 128
268
24 Total Hourly Volume [veh/h]
0 0
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
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 3
7 0
7 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
180
381
216
136
534
19 30
283
61 128
268
24 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Lime St
Lime St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-432
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
No
No
No
No
Pedestrian Recall
No
No
No
No
No
No
No
No
Maximum Recall
No
No
No
No
No
No
No
No
Minimum Recall

0.0 2.6

2.6 0.0

2.6 2.6

0.0 3.1

3.1 0.0

3.1 3.1
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

2.0 2.0

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 21
0 0
18 0
0 20
0 0
21 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 7
0 0
7 0
Walk [s]

0.0 3.0

3.0 0.0

3.0 3.0

0.0 3.0

3.0 0.0

3.0 3.0
Vehicle Extension [s]
0 42
24 0
29 9
0 30
9 0
30 9
Split [s]

0.0 1.0

1.0 0.0

1.0 1.0

0.0 1.0

1.0 0.0

1.0 1.0
All red [s]

0.0 3.6

3.6 0.0

3.6 3.6

0.0 4.1

4.1 0.0

16.00 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
90 Cycle Length [s]
-
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-433

94.56 218.36
231.98
247.84
259.92

22.23 139.54
142.33

44.33 120.30
261.77

16.83 95th-Percentile Queue Length [ft/ln]

3.78 8.73

9.28 9.91

10.40 0.89

5.58 5.69

1.77 4.81

10.47 0.67
95th-Percentile Queue Length [veh/ln]

52.53 126.23
136.26
148.06
157.13

12.35 77.52

79.07 24.63

66.83 158.53

9.35 50th-Percentile Queue Length [ft/ln]

2.10 5.05

5.45 5.92

6.29 0.49

3.10 3.16

0.99 2.67

6.34 0.37
50th-Percentile Queue Length [veh/ln]
No
No
Yes
Yes
No
No
No
No
Yes
No
Yes
No
Critical Lane Group
B
B
D
C
C
D
C
C
C
C
D
C
Lane Group LOS

12.91 15.13

44.45 23.75

23.52 46.35

32.23 32.15

24.32 34.50

41.71 22.87
d, Delay for Lane Group [s/veh]

0.23 0.42

0.85 0.51

0.51 0.35

0.44 0.44

0.19 0.48

0.85 0.06
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]

0.67 1.37

7.34 2.72

2.52 3.62

0.83 0.79

0.26 1.24

5.86 0.06
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.11 0.50

0.50 0.11

0.11 0.11

0.11 0.11
k, delay calibration

12.24 13.75

37.11 21.03

21.01 42.73

31.39 31.36

24.06 33.26

35.84 22.81
d1, Uniform Delay [s]
812
956
276
676
726
57 369
382
346
284
334
402
c, Capacity [veh/h]
1589
1870
1781
1742
1870
1781
1807
1870
1235
1589
1870
1226
s, saturation flow rate [veh/h]

0.12 0.22

0.13 0.20

0.20 0.01

0.09 0.09

0.05 0.08

0.15 0.02
(v / s)_i Volume / Saturation Flow Rate

0.51 0.51

0.15 0.39

0.39 0.03

0.20 0.20

0.30 0.18

0.18 0.30
g / C, Green / Cycle
46 46
14 35
35 3
18 18
27 16
16 27
g_i, Effective Green Time [s]

2.60 2.60

3.10 3.10

0.00 3.10

3.10 0.00
l2, Clearance Lost Time [s]

0.00 0.00

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

4.60 4.60

5.10 5.10

5.10 5.10
L, Total Lost Time per Cycle [s]
90 90
90 90
90 90
90 90
90 90
90 90
C, Cycle Length [s]
R
C
L
C
C
L
C
C
L
R
C
L
Lane Group
Lane Group Calculations
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-434
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

22.87 41.71

34.50 24.32

32.18 32.23

46.35 23.60

23.75 44.45

15.13 12.91
Movement LOS
C
D
C
C
C
C
D
C
C
D
B
B
d_A, Approach Delay [s/veh]

38.44 30.91

24.25 22.94
Approach LOS
D
C
C
C
d_I, Intersection Delay [s/veh]

27.51 Intersection LOS
C
Intersection V/C

0.619
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

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

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

34.72 34.72

34.72 34.72
I_p,int, Pedestrian LOS Score for Intersectio

2.554

2.382

2.381

2.681
Crosswalk LOS
B
B
B
B
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
553
553
542
830
d_b, Bicycle Delay [s]

23.59 23.59

23.95 15.41
I_b,int, Bicycle LOS Score for Intersection

2.289

1.885

2.164

2.926
Bicycle LOS
B
A
B
C
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 7
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
4 3
2 1
Ring 1
Sequence
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-435

0.437
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 2: SR-91 SB Off-Ramp (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 Grade [%]

35.00 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
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Intersection Setup
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-436
0 0
0 Bicycle Volume [bicycles/h]
0 0
0 v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 v_co, Outbound Pedestrian Volume crossing
0 0
0 v_di, Inbound Pedestrian Volume crossing m
0 0
0 v_do, Outbound Pedestrian Volume crossing
0 0
0 0
0 0
Local Bus Stopping Rate [/h]
0 0
0 0
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 301
769
0 532
269
Total Analysis Volume [veh/h]
0 75
192
0 133
67 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 286
731
0 505
256
Total Hourly Volume [veh/h]
0 0
0 0
0 0
Right Turn on Red 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 10
7 0
0 10
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 276
724
0 505
246
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 SB Off-Ramp
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-437
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
Pedestrian Recall
No
No
No
Maximum Recall
No
No
No
Minimum Recall

0.0 4.0

4.0 0.0

0.0 3.0
l2, Clearance Lost Time [s]

0.0 2.0

2.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 15
10 0
0 10
Pedestrian Clearance [s]
0 7
7 0
0 7
Walk [s]

0.0 3.0

3.0 0.0

0.0 3.0
Vehicle Extension [s]
0 59
59 0
0 51
Split [s]

0.0 1.0

1.0 0.0

0.0 1.0
All red [s]

0.0 5.0

5.0 0.0

8.00 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 Coordinated
Coordination Type
110
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-438

50.86 152.19
286.93
276.75
95th-Percentile Queue Length [ft/ln]

2.03 6.09

11.48 11.07
95th-Percentile Queue Length [veh/ln]

28.26 84.55
177.64
169.87
50th-Percentile Queue Length [ft/ln]

1.13 3.38

7.11 6.79
50th-Percentile Queue Length [veh/ln]
No
Yes
Yes
No
Critical Lane Group
A
A
D
D
Lane Group LOS

6.25 7.53

44.84 41.50
d, Delay for Lane Group [s/veh]

0.12 0.32

0.86 0.69
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]

0.11 0.35

3.64 2.14
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.11 0.11
k, delay calibration

6.15 7.18

41.21 39.36
d1, Uniform Delay [s]
2421
2421
619
392
c, Capacity [veh/h]
3560
3560
2813
1781
s, saturation flow rate [veh/h]

0.08 0.22

0.19 0.15
(v / s)_i Volume / Saturation Flow Rate

0.68 0.68

0.22 0.22
g / C, Green / Cycle
75 75
24 24
g_i, Effective Green Time [s]

4.00 4.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

5.00 5.00
L, Total Lost Time per Cycle [s]
110
110
110
110
C, Cycle Length [s]
C
C
R
L
Lane Group
Lane Group Calculations
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-439
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

41.50 44.84

0.00 7.53

6.25 0.00
Movement LOS
D
D
A
A
d_A, Approach Delay [s/veh]

43.72 7.53

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

22.82 Intersection LOS
C
Intersection V/C

0.437
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 0.0

0.0 M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

0.00 M_CW, Crosswalk Circulation Area [ft²/ped]

0.00 0.00

0.00 d_p, Pedestrian Delay [s]

44.51 0.00

0.00 I_p,int, Pedestrian LOS Score for Intersectio

2.368

0.000

0.000
Crosswalk LOS
B
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
837
964
964
d_b, Bicycle Delay [s]

18.59 14.74

14.74 I_b,int, Bicycle LOS Score for Intersection

1.560

2.194

1.808
Bicycle LOS
A
B
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
-
7 6
-
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-440

0.680
Volume to Capacity (v/c):

D
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Signalized
Control Type:

Intersection 3: Mulberry St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
Yes
Yes
Crosswalk
No
No
No
Curb Present

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Intersection Setup
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-441
0 0
0 0
Bicycle Volume [bicycles/h]
0 0
0 0
v_ab, Corner Pedestrian Volume [ped/h]
0 0
0 0
v_ci, Inbound Pedestrian Volume crossing mi
0 0
0 0
v_co, Outbound Pedestrian Volume crossing
0 0
0 0
v_di, Inbound Pedestrian Volume crossing m
0 0
0 0
v_do, Outbound Pedestrian Volume crossing
0 0
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
0 0
On-Street Parking Maneuver Rate [/h]
No
No
No
No
No
No
Presence of On-Street Parking
0 178
0 0
712
377
0 0
0 140
479
127
Total Analysis Volume [veh/h]
0 44
0 0
178
94 0
0 0
35 120
32 Total 15-Minute Volume [veh/h]

0.0000

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
209
169
0 0
676
358
0 0
0 133
455
121
Total Hourly Volume [veh/h]
0 0
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
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]
5 10
0 0
17 0
0 0
0 12
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

0.00 Proportion of CAVs [%]

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
204
159
0 0
659
358
0 0
0 121
455
121
Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
SR-91 NB On-Ramp
Mulberry St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-442
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
No
No
No
Minimum Recall

0.0 4.0

0.0 0.0

4.0 3.0

0.0 0.0

3.0 0.0
l2, Clearance Lost Time [s]

0.0 2.0

0.0 0.0

2.0 2.0

0.0 0.0

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

0.0 0.0

0.0 0.0
Delayed Vehicle Green [s]
0 23
0 0
20 0
0 0
0 0
10 0
Pedestrian Clearance [s]
0 7
0 0
7 0
0 0
0 0
7 0
Walk [s]

0.0 3.0

0.0 0.0

3.0 3.0

0.0 0.0

3.0 0.0
Vehicle Extension [s]
0 36
0 0
65 29
0 0
0 0
45 0
Split [s]

0.0 1.0

0.0 0.0

1.0 1.0

0.0 0.0

1.0 0.0
All red [s]

0.0 5.0

0.0 0.0

5.0 4.0

0.0 0.0

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

34.0 Offset [s]
Fully actuated
Actuation Type
Time of Day Pattern Coordinated
Coordination Type
110
Cycle Length [s]
1 - Coordination Group
Signal Coordination Group
No
Located in CBD
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-443

0.00 82.34
216.37
468.31
670.24
104.23
95th-Percentile Queue Length [ft/ln]

0.00 3.29

8.65 18.73

26.81 4.17
95th-Percentile Queue Length [veh/ln]

0.00 45.74
124.78
321.32
488.92

57.90 50th-Percentile Queue Length [ft/ln]

0.00 1.83

4.99 12.85

19.56 2.32
50th-Percentile Queue Length [veh/ln]
No
Yes
No
Yes
Yes
No
Critical Lane Group
A
C
B
E
E
C
Lane Group LOS

0.00 30.58

14.99 69.65

55.56 24.56
d, Delay for Lane Group [s/veh]

0.00 0.18

0.37 0.97

0.96 0.20
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]

0.00 0.40

0.54 26.97

20.99 0.15
d2, Incremental Delay [s]

1.00 1.00

1.00 1.00
I, Upstream Filtering Factor

0.50 0.50

0.50 0.27

0.33 0.11
k, delay calibration

0.00 30.19

14.44 42.68

34.57 24.41
d1, Uniform Delay [s]
442
991
1929
389
644
638
c, Capacity [veh/h]
1589
3560
3560
1781
1798
1781
s, saturation flow rate [veh/h]

0.00 0.05

0.20 0.21

0.34 0.07
(v / s)_i Volume / Saturation Flow Rate

0.28 0.28

0.54 0.22

0.36 0.36
g / C, Green / Cycle
31 31
60 24
39 39
g_i, Effective Green Time [s]

4.00 4.00

4.00 3.00

3.00 3.00
l2, Clearance Lost Time [s]

0.00 0.00

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

6.00 6.00

6.00 5.00

5.00 5.00
L, Total Lost Time per Cycle [s]
110
110
110
110
110
110
C, Cycle Length [s]
R
C
C
L
C
L
Lane Group
Lane Group Calculations
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-444
Movement, Approach, & Intersection Results
d_M, Delay for Movement [s/veh]

24.56 55.56

55.56 0.00

0.00 0.00

69.65 14.99

0.00 0.00

30.58 0.00
Movement LOS
C
E
E
E
B
C
A
d_A, Approach Delay [s/veh]

50.28 0.00

33.91 30.58
Approach LOS
D
A
C
C
d_I, Intersection Delay [s/veh]

39.68 Intersection LOS
D
Intersection V/C

0.680
Other Modes
g_Walk,mi, Effective Walk Time [s]

11.0 11.0

0.0 0.0
M_corner, Corner Circulation Area [ft²/ped]

0.00 0.00

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

0.00 0.00

0.00 0.00
d_p, Pedestrian Delay [s]

44.57 44.57

0.00 0.00
I_p,int, Pedestrian LOS Score for Intersectio

2.192

2.268

0.000

0.000
Crosswalk LOS
B
B
F
F
s_b, Saturation Flow Rate of the bicycle lane
2000
2000
2000
2000
c_b, Capacity of the bicycle lane [bicycles/h]
727
0 1072
545
d_b, Bicycle Delay [s]

22.29 55.02

11.84 29.11
I_b,int, Bicycle LOS Score for Intersection

2.791

4.132

2.458

1.706
Bicycle LOS
C
D
B
A
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 4
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Ring 3
-
-
-
-
-
-
-
-
-
-
-
-
8 -
6 5
Ring 2
-
-
-
-
-
-
-
-
-
-
-
-
-
-
2 -
Ring 1
Sequence
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-445

1.109
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

All-way stop
Control Type:

Intersection 4: Vine St (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
Yes
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

30.00 30.00
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
100.00
100.00

75.00 100.00
100.00
135.00
100.00
100.00
100.00
100.00
100.00
152.00
Entry Pocket Length [ft]
0 0
1 0
0 1
0 0
0 0
0 1
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
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
79 234
42 173
552
116
116
36 62
28 78
71 Total Analysis Volume [veh/h]
20 58
11 43
138
29 29
9 16
7 19
18 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
75 222
40 164
524
110
110
34 59
27 74
67 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 15
0 0
29 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
75 207
40 164
495
110
110
34 59
27 74
67 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Vine St
Vine St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-446
E
Intersection LOS

43.71 Intersection Delay [s/veh]
B
F
C
B
Approach LOS

14.31 69.42

16.52 13.33
Approach Delay [s/veh]

36.31 38.66

8.24 33.29
454.02

24.36 56.99

23.06 15.45
95th-Percentile Queue Length [ft]

1.45 1.55

0.33 1.33

18.16 0.97

2.28 0.92

0.62 95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.33 0.35

0.10 0.31

1.11 0.25

0.45 0.24

0.17 Degree of Utilization, x
468
448
422
552
552
465
478
443
410
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-447

0.211
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 5: Commerce St (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
13 213
3 73
563
14 20
42 13
7 17
57 Total Analysis Volume [veh/h]
3 53
1 18
141
3 5
11 3
2 4
14 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
12 202
3 69
535
13 19
40 12
7 16
54 Total Hourly Volume [veh/h]
0 0
0 0
3 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]
2 10
0 0
29 0
5 1
1 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]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
10 192
3 69
503
13 14
39 11
7 14
54 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-448
C
Intersection LOS

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

0.12 0.17

13.39 21.98
d_A, Approach Delay [s/veh]

0.00 0.00

0.24 0.00

0.59 0.59

13.00 13.00

13.00 27.61

27.61 27.61
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00

0.02 0.02

0.52 0.52

0.52 1.10

1.10 1.10
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
B
C
B
B
C
C
Movement LOS

0.00 0.00

8.83 0.00

0.00 7.70

10.17 15.07

12.93 14.69

21.60 22.99
d_M, Delay for Movement [s/veh]

0.00 0.00

0.01 0.01

0.02 0.10

0.02 0.01

0.06 0.21
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
2 0
Number of Storage Spaces in Median
Yes
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-449

0.696
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 6: Park Ave (NS) at Mission Inn Ave (EW)
Intersection Level Of Service Report
Yes
Yes
No
Yes
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 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
100.00
100.00
100.00
100.00
100.00

97.00 100.00
100.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 0
1 0
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
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
25 115
88 167
276
19 17
95 15
71 82
51 Total Analysis Volume [veh/h]
6 29
22 42
69 5
4 24
4 18
21 13
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
24 109
84 159
262
18 16
90 14
67 78
48 Total Hourly Volume [veh/h]
0 0
0 0
0 0
2 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 7
0 0
3 0
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
24 102
84 159
259
18 14
90 14
67 78
48 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Park Ave
Park Ave
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-450
C
Intersection LOS

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

10.72 19.83

10.89 11.82
Approach Delay [s/veh]

22.97 14.64
139.62

2.63 20.59

36.56 95th-Percentile Queue Length [ft]

0.92 0.59

5.58 0.11

0.82 1.46
95th-Percentile Queue Length [veh]
Movement, Approach, & Intersection Results

0.24 0.16

0.70 0.03

0.22 0.33
Degree of Utilization, x
589
534
636
560
583
611
Capacity per Entry Lane [veh/h]
Lanes
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-451

0.150
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 7: Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 30.00

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
132.00
100.00
100.00
100.00
100.00
Entry Pocket Length [ft]
0 1
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
3rd St
3rd St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
472
15 48
1187
13 17
Total Analysis Volume [veh/h]
118
4 12
297
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
448
14 46
1128
12 16
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 2
2 0
1 1
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
448
12 44
1128
11 15
Base Volume Input [veh/h]
3rd St
3rd St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-452
E
Intersection LOS

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

0.36 0.00

31.21 d_A, Approach Delay [s/veh]

0.00 2.06

0.00 0.00

15.83 15.83
95th-Percentile Queue Length [ft/ln]

0.00 0.08

0.00 0.00

0.63 0.63
95th-Percentile Queue Length [veh/ln]
A
B
A
A
C
E
Movement LOS

0.00 11.61

0.00 0.00

17.98 41.33
d_M, Delay for Movement [s/veh]

0.00 0.03

0.00 0.01

0.03 0.15
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-453

0.012
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
4 11
49 12
6 22
Total Analysis Volume [veh/h]
1 3
12 3
2 6
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
4 10
47 11
6 21
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]
2 7
0 4
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
47 7
2 21
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-454
A
Intersection LOS

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

8.93 1.43

0.00 d_A, Approach Delay [s/veh]

1.23 1.23

0.50 0.50

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

0.05 0.05

0.02 0.02

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

8.49 9.09

0.00 7.28

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

0.00 0.01

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
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-455

0.001
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 9: Commerce St (NS) at 6th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
6th Street
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 0
58 0
0 29
Total Analysis Volume [veh/h]
0 0
14 0
0 7
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 0
55 0
0 28
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 -2
0 -3
0 0
Diverted Trips [veh/h]
0 0
7 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 2
48 3
0 24
Base Volume Input [veh/h]
6th Street
Commerce St
Commerce St
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-456
A
Intersection LOS

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

8.69 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
A
A
A
A
A
Movement LOS

8.44 8.94

0.00 7.27

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
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-457

0.049
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 10: Project Dwy (NS) at Mission Inn Ave (EW) Intersection Level Of Service Report
No
No
No
No
Crosswalk

0.00 0.00

0.00 0.00
Grade [%]

35.00 35.00

25.00 30.00
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
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Intersection Setup
0 0
0 0
Pedestrian Volume [ped/h]
5 208
3 19
532
31 11
0 2
6 0
15 Total Analysis Volume [veh/h]
1 52
1 5
133
8 3
0 1
2 0
4 Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
5 198
3 18
505
29 10
0 2
6 0
14 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]
5 2
0 0
1 29
10 0
2 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 196
3 18
504
0 0
0 0
6 0
14 Base Volume Input [veh/h]
Mission Inn Ave
Mission Inn Ave
Project Dwy
Other Dwy
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-458
C
Intersection LOS

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

0.12 0.41

9.73 15.40
d_A, Approach Delay [s/veh]

0.00 0.00

0.22 0.00

0.00 1.76

1.28 0.00

1.28 4.53

0.00 4.53
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.00

0.00 0.07

0.05 0.00

0.05 0.18

0.00 0.18
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
A
B
B
C
Movement LOS

0.00 0.00

8.56 0.00

0.00 7.72

8.96 0.00

13.96 10.58

0.00 17.33
d_M, Delay for Movement [s/veh]

0.00 0.00

0.01 0.02

0.01 0.00

0.00 0.01

0.00 0.05
V/C, Movement V/C Ratio
Movement, Approach, & Intersection Results
0 0
0 0
Number of Storage Spaces in Median
No
No
Two-Stage Gap Acceptance
0 0
0 0
Storage Area [veh]
No
No
Flared Lane
Free
Free
Stop
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-459

0.009
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 11: Project Dwy (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

30.00 25.00

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
5th St
5th St
Project Dwy
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
5 5
11 5
2 9
Total Analysis Volume [veh/h]
1 1
3 1
1 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
5 5
10 5
2 9
Total Hourly Volume [veh/h]
0 0
0 3
0 0
Other Volume [veh/h]
0 0
0 0
0 0
Existing Site Adjustment Volume [veh/h]
0 0
2 0
0 0
Pass-by Trips [veh/h]
0 0
0 0
0 0
Diverted Trips [veh/h]
0 5
8 0
2 9
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
5 0
0 2
0 0
Base Volume Input [veh/h]
5th St
5th St
Project Dwy
Name
Volumes
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-460
A
Intersection LOS

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

3.63 0.00

8.64 d_A, Approach Delay [s/veh]

0.21 0.21

0.00 0.00

0.83 0.83
95th-Percentile Queue Length [ft/ln]

0.01 0.01

0.00 0.00

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

0.00 7.25

0.00 0.00

8.40 8.69
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
4/10/2025
PM Peak Hour
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-461

THIRD STREET GRADE SEPARATION /COMMERCE STREET RELOCATION PROJECT

EXISTING
Apx-462

AM PEAK HOUR
Apx-463

0.001
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 47
1 0
18 1
Total Analysis Volume [veh/h]
0 12
0 0
5 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.7647

0.7647
Peak Hour Factor
0 36
1 0
14 1
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 36
1 0
14 1
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-464
A
Intersection LOS

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

0.00 9.27

0.38 d_A, Approach Delay [s/veh]

0.00 0.00

0.09 0.09

0.92 0.92
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.27 8.84

0.00 7.31
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
Stop
Free
Priority Scheme
Intersection Settings
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-465

0.035
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
1 2
2 14
38 0
Total Analysis Volume [veh/h]
0 1
1 4
10 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
1 2
2 13
35 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]
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
2 13
35 0
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-466
A
Intersection LOS

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

0.00 6.33

8.45 d_A, Approach Delay [s/veh]

0.00 0.00

0.59 0.59

2.73 2.73
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.02 0.02

0.11 0.11
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.24

8.45 8.82
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.04 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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-467

0.022
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
454
14 20
447
11 8
Total Analysis Volume [veh/h]
114
4 5
112
3 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8295

0.8295
Peak Hour Factor
377
12 17
371
9 7
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
377
12 17
371
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-468
C
Intersection LOS

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

0.25 0.00

12.03 d_A, Approach Delay [s/veh]

0.00 0.97

0.00 0.00

1.09 1.69
95th-Percentile Queue Length [ft/ln]

0.00 0.04

0.00 0.00

0.04 0.07
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
C
Movement LOS

0.00 8.34

0.00 0.00

9.75 15.16
d_M, Delay for Movement [s/veh]

0.00 0.01

0.00 0.00

0.01 0.02
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
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-469

PM PEAK HOUR
Apx-470

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 58
2 0
24 2
Total Analysis Volume [veh/h]
0 14
1 0
6 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8333

0.8333
Peak Hour Factor
0 48
2 0
20 2
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 48
2 0
20 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-471
A
Intersection LOS

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

0.00 9.33

0.56 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.28 1.28
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.05 0.05
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.33 8.94

0.00 7.33
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
Stop
Free
Priority Scheme
Intersection Settings
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-472

0.008
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
2 3
2 22
52 8
Total Analysis Volume [veh/h]
1 1
1 5
13 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
2 3
2 20
48 7
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
2 20
48 7
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-473
A
Intersection LOS

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

0.00 6.65

8.60 d_A, Approach Delay [s/veh]

0.00 0.00

0.95 0.95

4.50 4.50
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04

0.18 0.18
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.25

8.54 9.01
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.05 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-474

0.124
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
459
13 46
1163
12 15
Total Analysis Volume [veh/h]
115
3 11
291
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9180

0.9180
Peak Hour Factor
421
12 42
1068
11 14
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
421
12 42
1068
11 14
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-475
E
Intersection LOS

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

0.31 0.00

27.66 d_A, Approach Delay [s/veh]

0.00 1.74

0.00 0.00

2.09 10.34
95th-Percentile Queue Length [ft/ln]

0.00 0.07

0.00 0.00

0.08 0.41
95th-Percentile Queue Length [veh/ln]
A
B
A
A
B
E
Movement LOS

0.00 11.43

0.00 0.00

13.39 39.08
d_M, Delay for Movement [s/veh]

0.00 0.02

0.00 0.01

0.03 0.12
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
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Existing
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-476

THIRD STREET GRADE SEPARATION /COMMERCE STREET RELOCATION PROJECT

EXISTING PLUS PROJECT
Apx-477

AM PEAK HOUR
Apx-478

0.001
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 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 71
1 0
24 1
Total Analysis Volume [veh/h]
0 18
0 0
6 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.7647

0.7647
Peak Hour Factor
0 54
1 0
18 1
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 18
0 0
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 36
1 0
14 1
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-479
A
Intersection LOS

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

0.00 9.40

0.29 d_A, Approach Delay [s/veh]

0.00 0.00

0.09 0.09

1.25 1.25
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.05 0.05
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.40 8.99

0.00 7.36
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
Stop
Free
Priority Scheme
Intersection Settings
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-480

0.005
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
8 22
7 14
38 5
Total Analysis Volume [veh/h]
2 5
2 4
10 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
7 20
6 13
35 5
Total Hourly Volume [veh/h]
0 0
0 0
0 1
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]
6 18
4 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
2 13
35 0
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-481
A
Intersection LOS

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

0.00 4.86

8.63 d_A, Approach Delay [s/veh]

0.00 0.00

0.59 0.59

3.25 3.25
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.02 0.02

0.13 0.13
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.29

8.58 8.99
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.04 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-482

0.034
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
454
17 23
447
14 12
Total Analysis Volume [veh/h]
114
4 6
112
4 3
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8295

0.8295
Peak Hour Factor
377
14 19
371
12 10
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 2
2 0
3 3
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
377
12 17
371
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-483
C
Intersection LOS

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

0.30 0.00

12.39 d_A, Approach Delay [s/veh]

0.00 1.19

0.00 0.00

1.39 2.60
95th-Percentile Queue Length [ft/ln]

0.00 0.05

0.00 0.00

0.06 0.10
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
C
Movement LOS

0.00 8.36

0.00 0.00

9.78 15.42
d_M, Delay for Movement [s/veh]

0.00 0.02

0.00 0.00

0.02 0.03
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
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-484

PM PEAK HOUR
Apx-485

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 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 66
2 0
29 2
Total Analysis Volume [veh/h]
0 17
1 0
7 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8333

0.8333
Peak Hour Factor
0 55
2 0
24 2
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 7
0 0
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 48
2 0
20 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-486
A
Intersection LOS

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

0.00 9.38

0.47 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.54 1.54
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.06 0.06
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.38 9.00

0.00 7.35
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
Stop
Free
Priority Scheme
Intersection Settings
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-487

0.016
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
4 11
7 22
52 15
Total Analysis Volume [veh/h]
1 3
2 5
13 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
4 10
6 20
48 14
Total Hourly Volume [veh/h]
0 0
0 0
0 3
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]
2 7
4 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
2 20
48 7
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-488
A
Intersection LOS

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

0.00 5.52

8.73 d_A, Approach Delay [s/veh]

0.00 0.00

0.93 0.93

5.19 5.19
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04

0.21 0.21
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.27

8.61 9.12
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.05 0.02
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-489

0.134
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
459
15 48
1163
13 16
Total Analysis Volume [veh/h]
115
4 12
291
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9180

0.9180
Peak Hour Factor
421
14 44
1068
12 15
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 2
2 0
1 1
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
421
12 42
1068
11 14
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-490
E
Intersection LOS

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

0.36 0.00

28.00 d_A, Approach Delay [s/veh]

0.00 2.02

0.00 0.00

2.28 11.24
95th-Percentile Queue Length [ft/ln]

0.00 0.08

0.00 0.00

0.09 0.45
95th-Percentile Queue Length [veh/ln]
A
B
A
A
B
E
Movement LOS

0.00 11.47

0.00 0.00

13.42 39.84
d_M, Delay for Movement [s/veh]

0.00 0.03

0.00 0.01

0.03 0.13
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
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Existing Plus Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-491

THIRD STREET GRADE SEPARATION /COMMERCE STREET RELOCATION PROJECT OPENING YEAR (2026)

WITHOUT PROJECT
Apx-492

AM PEAK HOUR
Apx-493

0.001
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 48
1 0
20 1
Total Analysis Volume [veh/h]
0 12
0 0
5 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.7647

0.7647
Peak Hour Factor
0 37
1 0
15 1
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 36
1 0
14 1
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-494
A
Intersection LOS

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

0.00 9.27

0.35 d_A, Approach Delay [s/veh]

0.00 0.00

0.09 0.09

1.02 1.02
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.27 8.85

0.00 7.31
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
Stop
Free
Priority Scheme
Intersection Settings
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-495

0.036
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
1 2
2 15
39 0
Total Analysis Volume [veh/h]
0 1
1 4
10 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
1 2
2 14
36 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]
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
2 13
35 0
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-496
A
Intersection LOS

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

0.00 6.39

8.45 d_A, Approach Delay [s/veh]

0.00 0.00

0.63 0.63

2.80 2.80
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.03 0.03

0.11 0.11
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.24

8.45 8.84
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.04 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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-497

0.023
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
479
14 22
470
11 8
Total Analysis Volume [veh/h]
120
4 5
118
3 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8295

0.8295
Peak Hour Factor
397
12 18
390
9 7
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]
5 0
0 4
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
377
12 17
371
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-498
C
Intersection LOS

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

0.24 0.00

12.32 d_A, Approach Delay [s/veh]

0.00 1.00

0.00 0.00

1.11 1.79
95th-Percentile Queue Length [ft/ln]

0.00 0.04

0.00 0.00

0.04 0.07
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
C
Movement LOS

0.00 8.42

0.00 0.00

9.84 15.74
d_M, Delay for Movement [s/veh]

0.00 0.01

0.00 0.00

0.01 0.02
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
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-499

PM PEAK HOUR
Apx-500

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 60
2 0
25 2
Total Analysis Volume [veh/h]
0 15
1 0
6 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8333

0.8333
Peak Hour Factor
0 50
2 0
21 2
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 48
2 0
20 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-501
A
Intersection LOS

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

0.00 9.34

0.54 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.33 1.33
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.05 0.05
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.34 8.95

0.00 7.34
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
Stop
Free
Priority Scheme
Intersection Settings
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-502

0.008
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
2 3
2 23
54 8
Total Analysis Volume [veh/h]
1 1
1 6
14 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
2 3
2 21
50 7
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
2 20
48 7
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-503
A
Intersection LOS

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

0.00 6.67

8.61 d_A, Approach Delay [s/veh]

0.00 0.00

1.00 1.00

4.65 4.65
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04

0.19 0.19
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.25

8.55 9.03
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.05 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-504

0.147
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
484
13 48
1217
12 16
Total Analysis Volume [veh/h]
121
3 12
304
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9180

0.9180
Peak Hour Factor
444
12 44
1117
11 15
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]
6 0
0 6
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
421
12 42
1068
11 14
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-505
E
Intersection LOS

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

0.31 0.00

30.93 d_A, Approach Delay [s/veh]

0.00 1.83

0.00 0.00

2.19 12.43
95th-Percentile Queue Length [ft/ln]

0.00 0.07

0.00 0.00

0.09 0.50
95th-Percentile Queue Length [veh/ln]
A
B
A
A
B
E
Movement LOS

0.00 11.76

0.00 0.00

13.76 43.80
d_M, Delay for Movement [s/veh]

0.00 0.02

0.00 0.01

0.03 0.15
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
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 3: 3 Opening Year Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-506

THIRD STREET GRADE SEPARATION /COMMERCE STREET RELOCATION PROJECT OPENING YEAR (2026)

WITH PROJECT
Apx-507

AM PEAK HOUR
Apx-508

0.001
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 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 72
1 0
25 1
Total Analysis Volume [veh/h]
0 18
0 0
6 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.7647

0.7647
Peak Hour Factor
0 55
1 0
19 1
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 18
0 0
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 36
1 0
14 1
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-509
A
Intersection LOS

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

0.00 9.40

0.28 d_A, Approach Delay [s/veh]

0.00 0.00

0.09 0.09

1.30 1.30
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.05 0.05
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.40 9.00

0.00 7.36
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
Stop
Free
Priority Scheme
Intersection Settings
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-510

0.005
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
8 22
7 15
39 5
Total Analysis Volume [veh/h]
2 5
2 4
10 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
7 20
6 14
36 5
Total Hourly Volume [veh/h]
0 0
0 0
0 1
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]
6 18
4 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
2 13
35 0
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-511
A
Intersection LOS

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

0.00 4.97

8.63 d_A, Approach Delay [s/veh]

0.00 0.00

0.63 0.63

3.33 3.33
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.03 0.03

0.13 0.13
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.29

8.58 9.01
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.04 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-512

0.035
Volume to Capacity (v/c):

C
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
479
17 24
470
14 12
Total Analysis Volume [veh/h]
120
4 6
118
4 3
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8295

0.8295
Peak Hour Factor
397
14 20
390
12 10
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]
5 2
2 4
3 3
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
377
12 17
371
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-513
C
Intersection LOS

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

0.29 0.00

12.71 d_A, Approach Delay [s/veh]

0.00 1.22

0.00 0.00

1.42 2.75
95th-Percentile Queue Length [ft/ln]

0.00 0.05

0.00 0.00

0.06 0.11
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
C
Movement LOS

0.00 8.43

0.00 0.00

9.87 16.02
d_M, Delay for Movement [s/veh]

0.00 0.02

0.00 0.00

0.02 0.04
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
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-514

PM PEAK HOUR
Apx-515

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 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 68
2 0
30 2
Total Analysis Volume [veh/h]
0 17
1 0
8 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.8333

0.8333
Peak Hour Factor
0 57
2 0
25 2
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 7
0 0
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 48
2 0
20 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-516
A
Intersection LOS

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

0.00 9.39

0.46 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.60 1.60
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.06 0.06
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.39 9.02

0.00 7.35
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
Stop
Free
Priority Scheme
Intersection Settings
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-517

0.016
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
4 11
7 23
54 15
Total Analysis Volume [veh/h]
1 3
2 6
14 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9200

0.9200
Peak Hour Factor
4 10
6 21
50 14
Total Hourly Volume [veh/h]
0 0
0 0
0 3
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]
2 7
4 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
2 20
48 7
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-518
A
Intersection LOS

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

0.00 5.58

8.73 d_A, Approach Delay [s/veh]

0.00 0.00

0.97 0.97

5.36 5.36
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04

0.21 0.21
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.27

8.62 9.14
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.05 0.02
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-519

0.158
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
484
15 50
1217
13 17
Total Analysis Volume [veh/h]
121
4 13
304
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9180

1.0400

1.0400
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
421
12 42
1068
11 14
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-520
E
Intersection LOS

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

0.35 0.00

31.33 d_A, Approach Delay [s/veh]

0.00 2.12

0.00 0.00

2.38 13.47
95th-Percentile Queue Length [ft/ln]

0.00 0.08

0.00 0.00

0.10 0.54
95th-Percentile Queue Length [veh/ln]
A
B
A
A
B
E
Movement LOS

0.00 11.80

0.00 0.00

13.80 44.74
d_M, Delay for Movement [s/veh]

0.00 0.03

0.00 0.01

0.03 0.16
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
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 4: 4 Opening Year With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-521

THIRD STREET GRADE SEPARATION /COMMERCE STREET RELOCATION PROJECT BUILDOUT YEAR 2045

WITHOUT PROJECT
Apx-522

AM PEAK HOUR
Apx-523

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 41
2 0
16 2
Total Analysis Volume [veh/h]
0 10
1 0
4 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 39
2 0
15 2
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 39
2 0
15 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-524
A
Intersection LOS

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

0.00 9.24

0.81 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

0.87 0.87
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

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

0.00 0.00

9.24 8.81

0.00 7.30
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
Stop
Free
Priority Scheme
Intersection Settings
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-525

0.037
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
1 2
2 16
40 0
Total Analysis Volume [veh/h]
0 1
1 4
10 0
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
1 2
2 15
38 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]
0 0
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
2 15
38 0
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-526
A
Intersection LOS

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

0.00 6.44

8.46 d_A, Approach Delay [s/veh]

0.00 0.00

0.67 0.67

2.88 2.88
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.03 0.03

0.12 0.12
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.24

8.46 8.85
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.04 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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-527

0.019
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
439
14 20
432
9 7
Total Analysis Volume [veh/h]
110
3 5
108
2 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
417
13 19
410
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-528
B
Intersection LOS

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

0.26 0.00

11.92 d_A, Approach Delay [s/veh]

0.00 0.96

0.00 0.00

0.88 1.43
95th-Percentile Queue Length [ft/ln]

0.00 0.04

0.00 0.00

0.04 0.06
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
B
Movement LOS

0.00 8.30

0.00 0.00

9.69 14.80
d_M, Delay for Movement [s/veh]

0.00 0.01

0.00 0.00

0.01 0.02
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
12/11/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-529

PM PEAK HOUR
Apx-530

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 53
2 0
22 2
Total Analysis Volume [veh/h]
0 13
1 0
6 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 50
2 0
21 2
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 50
2 0
21 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-531
A
Intersection LOS

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

0.00 9.30

0.61 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.18 1.18
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.05 0.05
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.30 8.90

0.00 7.32
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
Stop
Free
Priority Scheme
Intersection Settings
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-532

0.007
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
2 3
2 22
54 7
Total Analysis Volume [veh/h]
1 1
1 6
13 2
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
2 3
2 21
51 7
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
0 0
0 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
2 21
51 7
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-533
A
Intersection LOS

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

0.00 6.65

8.60 d_A, Approach Delay [s/veh]

0.00 0.00

0.95 0.95

4.56 4.56
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04

0.18 0.18
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.25

8.54 9.01
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.05 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-534

0.139
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
472
13 46
1187
12 16
Total Analysis Volume [veh/h]
118
3 12
297
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
448
12 44
1128
11 15
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-535
E
Intersection LOS

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

0.31 0.00

29.41 d_A, Approach Delay [s/veh]

0.00 1.78

0.00 0.00

2.13 11.68
95th-Percentile Queue Length [ft/ln]

0.00 0.07

0.00 0.00

0.09 0.47
95th-Percentile Queue Length [veh/ln]
A
B
A
A
B
E
Movement LOS

0.00 11.57

0.00 0.00

13.55 41.31
d_M, Delay for Movement [s/veh]

0.00 0.02

0.00 0.01

0.03 0.14
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
12/11/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 1: 1 Year 2045 Without Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-536

THIRD STREET GRADE SEPARATION /COMMERCE STREET RELOCATION PROJECT BUILDOUT YEAR 2045

WITH PROJECT
Apx-537

AM PEAK HOUR
Apx-538

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 60
2 0
20 2
Total Analysis Volume [veh/h]
0 15
1 0
5 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 57
2 0
19 2
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 18
0 0
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 39
2 0
15 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-539
A
Intersection LOS

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

0.00 9.34

0.67 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.08 1.08
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.04 0.04
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.34 8.93

0.00 7.34
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
Stop
Free
Priority Scheme
Intersection Settings
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-540

0.005
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
7 21
6 16
40 5
Total Analysis Volume [veh/h]
2 5
2 4
10 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
7 20
6 15
38 5
Total Hourly Volume [veh/h]
0 0
0 0
0 1
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]
6 18
4 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
1 2
2 15
38 0
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-541
A
Intersection LOS

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

0.00 5.30

8.63 d_A, Approach Delay [s/veh]

0.00 0.00

0.67 0.67

3.40 3.40
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.03 0.03

0.14 0.14
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.29

8.58 9.01
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.04 0.01
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-542

0.030
Volume to Capacity (v/c):

B
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
439
16 22
432
13 11
Total Analysis Volume [veh/h]
110
4 6
108
3 3
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
417
13 19
410
9 7
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-543
B
Intersection LOS

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

0.29 0.00

12.14 d_A, Approach Delay [s/veh]

0.00 1.10

0.00 0.00

1.28 2.29
95th-Percentile Queue Length [ft/ln]

0.00 0.04

0.00 0.00

0.05 0.09
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
B
Movement LOS

0.00 8.31

0.00 0.00

9.72 15.00
d_M, Delay for Movement [s/veh]

0.00 0.01

0.00 0.00

0.02 0.03
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
12/31/2024
AM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-544

PM PEAK HOUR
Apx-545

0.002
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 8: Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Left
Thru
Left
Right
Thru
Turning Movement
Lane Configuration
Westbound
Southbound
Northbound
Approach
5th St
Commerce St
Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
0 60
2 0
26 2
Total Analysis Volume [veh/h]
0 15
1 0
7 1
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
0 57
2 0
25 2
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 7
0 0
4 0
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
0 50
2 0
21 2
Base Volume Input [veh/h]
5th St
Commerce St
Commerce St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-546
A
Intersection LOS

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

0.00 9.34

0.52 d_A, Approach Delay [s/veh]

0.00 0.00

0.18 0.18

1.39 1.39
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.01 0.01

0.06 0.06
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

9.34 8.96

0.00 7.34
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
Stop
Free
Priority Scheme
Intersection Settings
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-547

0.016
Volume to Capacity (v/c):

A
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 12: New Commerce St (NS) at 5th St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

25.00 25.00

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]
Right
Thru
Thru
Left
Right
Left
Turning Movement
Lane Configuration
Westbound
Eastbound
Southbound
Approach
5th St
5th St
New Commerce St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
4 11
6 22
54 15
Total Analysis Volume [veh/h]
1 3
2 6
13 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

0.9500
Peak Hour Factor
4 10
6 21
51 14
Total Hourly Volume [veh/h]
0 0
0 0
0 3
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]
2 7
4 0
0 4
Site-Generated Trips [veh/h]
0 0
0 0
0 0
In-Process Volume [veh/h]

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
2 3
2 21
51 7
Base Volume Input [veh/h]
5th St
5th St
New Commerce St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-548
A
Intersection LOS

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

0.00 5.71

8.73 d_A, Approach Delay [s/veh]

0.00 0.00

0.93 0.93

5.35 5.35
95th-Percentile Queue Length [ft/ln]

0.00 0.00

0.04 0.04

0.21 0.21
95th-Percentile Queue Length [veh/ln]
A
A
A
A
A
A
Movement LOS

0.00 0.00

0.00 7.27

8.62 9.12
d_M, Delay for Movement [s/veh]

0.00 0.00

0.00 0.01

0.05 0.02
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
Free
Free
Stop
Priority Scheme
Intersection Settings
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-549

0.150
Volume to Capacity (v/c):

E
Level Of Service:

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

HCM 7th Edition
Analysis Method:

Two-way stop
Control Type:

Intersection 13: New Commerce St (NS) at 3rd St (EW)
Intersection Level Of Service Report
No
No
No
Crosswalk

0.00 0.00

0.00 Grade [%]

40.00 40.00

25.00 Speed [mph]

0.00 0.00
100.00

0.00 0.00

0.00 Exit Pocket Length [ft]
0 0
1 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 1
0 0
1 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
3rd St
3rd St
Name
Intersection Setup
0 0
0 Pedestrian Volume [ped/h]
472
15 48
1187
13 17
Total Analysis Volume [veh/h]
118
4 12
297
3 4
Total 15-Minute Volume [veh/h]

1.0000

1.0000
Other Adjustment Factor

0.9500

1.0000

1.0000
Growth Factor

2.00 2.00

2.00 2.00
Heavy Vehicles Percentage [%]

1.0000

1.0000
Base Volume Adjustment Factor
448
12 44
1128
11 15
Base Volume Input [veh/h]
3rd St
3rd St
Name
Volumes
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-550
E
Intersection LOS

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

0.36 0.00

29.77 d_A, Approach Delay [s/veh]

0.00 2.06

0.00 0.00

2.32 12.66
95th-Percentile Queue Length [ft/ln]

0.00 0.08

0.00 0.00

0.09 0.51
95th-Percentile Queue Length [veh/ln]
A
B
A
A
B
E
Movement LOS

0.00 11.61

0.00 0.00

13.58 42.16
d_M, Delay for Movement [s/veh]

0.00 0.03

0.00 0.01

0.03 0.15
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
12/31/2024
PM Peak Hour
3rd St Grade Seperation/Commerce Realign
Scenario 2: 2 Year 2045 With Project
Iron Lofts Multifamily Residential
Version 2022 (SP 0-12)
Generated with
Apx-551

APPENDIX E

TRAVEL DEMAND MODEL PLOTS

Apx-552
0 0
0 0
8,667
0 85,959

RIVERSIDEFWY
0 19,920
SR91HOV
0 85,576
010,467
98,734
16 7,8093,723
0 10,467
0 94,243
370
1,139
0 0
19,920
92 91
PARK
AVE
25 36
2,2201,103

MISSION INNAVE
674
734
0 0
47902
9,5589,918
9,164
14,799
292
1,203
0 3,981
0 5,573
0 24
2,487
2,795
VINE
ST
2,659
3,063
06,994
0 24
1,203
0 374
5,895
4,866
3,070
4,008
1,608
591
3,6434,608
3,643
4,608
09,488
7,2054,185
6 11
68 55
608
501
0 9,488
0 73,585
6,174
5,085
0 85,959
1,994
2,073
339208
6,082
4,994
3RD ST
674
734
6,535
335
LIME
ST
0 9,256
7,1694,647
0 9,124
0 23
0 8,426
611
0 10,467
0 103,731
09,256
6 11
1,770
10 6,0824,994
8,867
13,613
0 0
0 151
0 5,268
0 3,263
10,95211,356
08,838
ORANGE
ST
0 9,124
0 0
9,124
05,596
00 JACK
B
CLARKE
W
AY
7,0272,607
0 5,120
013,308
010,866
11,439
7,902
0 2,319
3,013
868
287
25 0
0 1,477
1,4810
8,377

MULBERRYST
5,567
4,208
4,1506,206
2,454
3,020
7,8093,723
6120
3,5925,653
4,1506,206
0 2,549
6,0824,994
0 8,377
1,754
1,658
1,7701,541
6,535
335
2,1484,153
8,8112,607
0 76,850
6 11
5,8178,403
1,0370
1,608
1,591
1,608
1,591
09,464
12,4028,365
09,410
0 3,431
0 2,394
0 7,372
0 4,823
3,9967,280
3,8115,998
4,1506,206
1,464
381
1,464
381
754
1,508
4891,281
337
1,281
2,312
23 1,1390
1,1390
3,0202,454
2,312
0 0
0 5,3961,809
5,7432,910
12,4028,365
6 11
0 0
2,073
1,994
786
0 352
0 4,823
LEMON
ST
0 5,435
1,026
972
4,232
990
3,491
1,049
611
3,9967,280

MARKETST

UNIVERSITYAVE
7TH ST
5TH ST
1STST

EUCALYPTUS
AVE
10THST
9TH ST

TRANSITACCESS
12TH ST
2018 Daily Flow - Auto
Apx-553
0 0
2 30
0 351
0 378
0 8,780

RIVERSIDEFWY
00 SR91HOV
0 0
0 8,362
00 0
9,338
0 0
279109
00 137
118
0 8,740
12 52
0 0
246
132
21 26
8,168
28 30
48 0

MULBERRYST
0 0
9 0 0
6,
6 6
PARK
AVE
4 5
613
7125

MISSION INNAVE
6 11
0 0
014
441365

UNIVERSITYAVE
368
755
194
389
1 13
0 140
0289
0 0
69 91
VINE
ST
75 95
0 0
0296
235
487

MARKETST
0 0
1 13
2 6
0 613
132
117
0 0
15 55
31 91
75 75
39 106
39 106
5 0507
239121
3 3
3 3
0 0
106148
0 0
22 7
6 11
9 0
507
107143
0 8,168
138
119
0 8,780
2015
11 32
2 2
132
113
3RD ST
6 11
218
2 LIME
ST
0 378
237125
237
125
0 558
47 7
0 2
0 549
0 0
24 2
00 6646
198172
0 9,247
0 378
0 0
55 0
06,313
132113
330
688
0 0

TRANSITACCESS
0 10
30 10
19 8497
0 0
00 0
418
0 125
371561
0439
ORANGE
ST
138
097
0 558
9984
0 0
0 558
368 74
091
0143
8497
2128
0 0

JACKBCLARKEWAY
1717
39794
0 194
0 188
0652
0513
214
519298
0 89
LEMON
ST
0 93
38 161
11 6646
24 2
0 0
2525
240
129
235
125
0 351
138
99 54173
114107
279109
130
00 38158
54173
0 151
132113
43 22
43 22
0 351
10 5
65 66
134144
82658
6 218
2 94387
45294
0 8,362
2 2
0 0
116257
150
75 75
75 75
152158
334
605
259
489
0516
438466
0508
0 94
0 79
0 505
0 353
82231
51171
54173
14 8
60 8
60 8
24 47
60 35
65 48
0 0
0 100108
1238
238
98 2
480
480
107114
98 0
0 0
33570
33997
438466
0 0
0 0
15 20
2116 0
8,168
259
489
0 353
259
489
0 366
24 16
326
31 0
00 182
43 134144
8265
0 0
82231
14TH ST
7TH ST

KANSASAVE

W LINDEN ST
5THST
1STST
12TH ST

EUCALYPTUS
AVE
ACCESS
RD
10TH ST
MAIN
ST
9TH ST

VICTORIAAVE
2018 Daily Flow - Truck PCE
Apx-554
0 0
0 05
0 11,490
0 90,918

RIVERSIDEFWY
SR91HOV
0 23,389
0 0
0 84,293
021,599
102,
23,389
8,1434,701
5,269
5,990
0 21,599
0 95,783
0 0
305
582
1,942
2,394
1 2
3,427
1,761
4 0
23,389
0 1
7,440
7,243
584
499
0 0
PARK
AVE
67 3,6781,781

MISSION INNAVE
4231,303
11,70810,324
2,286
3,272
11,
17,9
1,341
2,938
50 66
0 5,511
0 7,33
0 35
0 12,057
VINE
ST
09,673
0 39
1,341
2,938
3,185
4,143
0 13,867
7,399
7,391
424
1,997
2,537
4,410
5,209
3,722
4,381
1,835
1,858
670
733
0 11,692
9,0116,756
55 143
670
733
55 143
4,5596,459
800
830
0 11,692
0 77,051
7,751
7,680
0 90,918
2,8553,073
8,652
1,363
1,137
7,167
7,181
3RD ST
10,960
2,302
LIME
ST
0 10,407
534
434

UNIVERSITYAVE
0 12,057
1,835
1,858
906
745
0 10,890
2,446
696
0 21,599
0 107,475
0 10,407
6,552
3,733
3,970
3,729
21 7,1677,181
15,562
1,884
720

TRANSITACCESS
010,198
512
0 6,186
0 2,950
13,14514,452
06,797
0 4,189
1,7610
ORANGE
ST
0 1,288
JACK
B
CLARKE
WAY
7,1745,038
3,366
13,59510,624
LEMON
ST
0 5,938
2,375
2,224
2,154
2,203
2,203
2,154
,700
804
388
0 3,274
06,928
0 12,379

MULBERRYST
7,902
6,790
6,2867,969
8,1434,701
1,2240
4,
11 13 00
0 3,684
899
871
3,275
3,016
7,1677,181
0 9,105
11 13
3,275
3,016
0 0
3,722
3,958
00 2,508017
10,960
2,302
2,7374,734
10,9025,021
0 84,293
3,733
696
7,69812,342
1,2080
08,628
6,2867,969
0 4,602
14,69611,052
0 5,196
0 8,881
0 3,395
2 5,62011,431
1,3340
08,610
903
1,737
5,1264,274
909
362
1,310
924
14,69611,052
3,733
3,970
5,2805,261
4,8913,438
6,9748,882
0 5,196
0 77,051
3301,569
75 0
6,421
4,679
1,248
835
817
0 0
4,649
1,380
424
0 2,446
696
5,62011,431

MARKETST
7TH ST
KANSAS
AVE
5TH ST

EUCALYPTUS
AVE
10THST
9TH ST

VICTORIAAVE
2045 Daily Flow - Auto
Apx-555
0 0
3,832
1,331
0 551
0 8,876

RIVERSIDEFWY
SR91HOV
0 1,526
0 0
0 8,590
01,331
0 9,607
1,526
279123
70 1280
1,331
0 9,141
41 56
25 62
29 15
67 0

MULBERRY ST
0 1,526
177
181
24 23
0 0
PARK
AVE
12596

MISSION INNAVE
418
480293

UNIVERSITYAVE
49 89
470
820
15 39
7 8
0 185
0406
0 0
0 731
VINE
ST
0 1
0419
329
486
0 0
15 8 13
79 134
0 666
185
203
29 68
59 110
8 15
0626
294157
5 6
8 15
5 6
57134
9 7
615
0626
0 0
193
205
0 8,876
69 70
5236
169
181
3RD ST
349
40 LIME
ST
0 426
17 15
0 731
34 36
25 20
0 593
93 16
27 9
01,331
2552
340
489
0 9,767
0 6
103
103
137
0 05,936
169181
425
718
30 12
130145
0 0
2121
0631
20380
0 20
0 540
20 453
789
0 0
131
426598
0450
0 169
670
0 252
ORANGE
ST2
0 130146
0 11

JACKBCLARKEWAY
365222
083
613267
090
30973
3037
0 227
136
43 2752
2721
21 27
27 7
0 88
0466
0 447
209152
116192
355
495
279123
240
166140
0 189
30 45
53 41
169181
0 360
0 0
00 103
10 258215
9 135163
349
40 131502
502222
0 103
16 168376
160
0481
116192
0 124
171196
476476
0 453
0 642
0 108
23 41
103449
105
126
26 14
250
0472
22 47
160162
290199
42 7
35 55
55 25
476476
103
103
291224
141142
147239
0 453
241
LEMON
ST
0 477
409
42 21
12 0
0 214
49 258215
135163
93 16
103449

MARKETST
7TH ST
KANSAS
AVE
5TH ST
1STST
12TH ST

EUCALYPTUS
AVE
ACCESS
RD
10TH ST
MAIN
ST
9TH ST

TRANSITACCESS
2045 Daily Flow - Truck PCE
Apx-556
0 0
3,008
85 4,621
0 1,732
0 2,259
0 20,762

RIVERSIDEFWY
0 4,372
SR91HOV
0 0
0 19,199
02,538
0 23,194
3,9
2,815644
0 2,538
1,805
878
0 21,458
491
544
0 0
2,783
1,239
23 115
17,608
85 133
374
0 MULBERRYST
0 4,372
0 0
20,706
14 38
PARK
AVE
3 22
570357

MISSION INNAVE
184
209
0 0
8345
2,1842,507

UNIVERSITYAVE
2,813
3,630
178
452
0 827
01,974
0 7
722
649
VINE
ST
634
815
0 14
01,981
2,929
2,908
0 7
178
452
83 100
0 3,154
1,780
929
0 0
495
565
1,474
1,018
07 361
1,6461,089
1,646
1,089
379
817
0 2,256
2,813754
4 21
4 21
1 3
464258
0 0
12 16
151
149
0 2,256
0 17,608
1,865
988
0 20,762
481585
238
327
16923
1,851
950
3RD ST
184
209
2,099
67 LIME
ST
0 2,023
2,6551,107
2,655
1,107
0 2,047
0 4
0 1,906
1 3
33 6
0 2,538
407603
,919446
0 23,714
0 2,023
1 3
841
2 0
20,706
1,851950
2,764
3,247
0 0

TRANSITACCESS
0 30
1,323933
0 0
00 0
692
0 1,180
3,4702,666
02,691
ORANGE
ST
0997
0 2,047
1,4142,537
0 0
0 2,047
2,86
0871
01,231
1,323940
43625
0 0

JACKBCLARKEWAY
430596
1,832476
0 593
0 1,201
03,843
1,191,5
02,722
3,2722,377
0 720
LEMON
ST
0 956
666
103
386
407603
33 6
0 0
337368
2,651
1,107
2,525
1,070
0 1,732
1,781
1,001
1,8641,453
746416
2,815644
3820
00 1,7311,351
1,8641,453
0 265
1,851
950
566
1,092
566
1,092
0 1,732
30 6
463
209
1,4942,556
5296495610
2,099
67 858370
2,679476
0 17,116
1 3
1,9941,908
4040
407
361
407
361
1,083475
3,320
3,064
2,962
2,913
02,767
3,7751,779
02,624
0 829
0 425
0 920
0 655
1,3511,404
1,6951,430
1,8641,453
167
41 299
141
299
141
160
206
19 79
99 54
0 0
17973
140570
110570
63 4
3740
3740
416746
63 0
0 0
1,378379
1,474520
3,7751,779
1 3
0 0
585
481
29155 0
17,608
2,962
2,913
0 655
2,962
2,913
0 1,038
259
117
1,539
80 00
1,210
90 1,4942,556
529649
1 3
1,3511,404
14TH ST

MARKETST
7TH ST
KANSAS
AVE

W LINDEN ST
5THST
1STST
12THST

EUCALYPTUS
AVE
ACCESS
RD
10TH ST
MAIN
ST
9TH ST

VICTORIAAVE
2018 AM Peak Flow - Auto
Apx-557
0 0
627
0 68
0 1,338

RIVERSIDEFWY
00 SR91HOV
0 0
01,341
00 0
1,417
0 0
4213
00 1
2 0
1,409
4 9
6 8
1STST
7 0

MULBERRYST
0 0
1214
847
1 2
PARK
AVE
1 1
1411

MISSION INNAVE
2 2
0 0
0 4
7942

UNIVERSITYAVE
69 174
44 98
0 5
0 16
050
0 0
9 18
VINE
ST
916
0 0
046
53 110

MARKETST
0 0
0 5
1 1
0 114
17 24
9 14
13 1514
15 14
065
3815
1 1
1 1
3 3
19 21
00 1 1
4 2
065
1323
0 224
18 25
0 1,338
3 3
22 10
0 1
17 23
3RD ST
2 2
34 1
LIME
ST
0 46
3720
079
1 1
0 0
0 78
02 0 0
3 0
00 613
0 1,474
0 46
0 0
17 0
0847
1723
63 163
3559
0 0
0 2
8 7
1825
0 0
00 0 64
0 22
6686
063
ORANGE
ST
1319
020
079
1015
0 0
0 79
70 171
019
022
1825
7 7
0 0

JACKBCLARKEWAY
7 6
4915
0 32
0 24
083
066
0 0
4441
9445
0 11
3510
12 4
613
3 0
0 0
44 0 45
2626
1924
1810
4213
50 1722
1924
0 23
1723
0 45
1 1
8 10
1318
17193
1 34 1
1355
6615
0 41
0 1
0 0
2134
3 0
11 11
11 11
2130
70 128
55 111
072
6872
071
0 11
0 8
0 80
0 57
1732
1823
1924
2 1
9 3
9 3
37 3 3
11 13
0 0
0 0
1416
212
112
5 0
7 0
7 0
1018
5 0
0 0
4112
4016
6872
0 0
0 0
2 2
55 111
0 57
LEMON
ST
55 111
0 62
3 2
477
23 6
1318
1719
0 0
1732
7TH ST

KANSAS AVE
5TH ST
12THST
E
LA
CADENA
DR
ACCESS
RD
10TH ST
MAIN
ST
9TH ST

EUCALYPTUS
AVE

TRANSITACCESS
2018 AM Peak Flow - Truck PCE
Apx-558
0 0
5,1
6,109
0 2,301
0 2,259
0 24,459

RIVERSIDEFWY
0 5,706
SR91HOV
0 27,369
03,480
28,533
4,844
2,0722,102
0 3,480
0 29,628
110
96 230
0 MULBERRY ST
0 5,706
0 0
32 19
PARK
AVE
13 4
864278

MISSION INNAVE
265
207
0 0
14101
2,9482,995

UNIVERSITYAVE
2,959
4,930
51 377
0 1,315
0 0 15
656
1,073
VINE
ST
790
954
0 36
01,670
2,559
4,182
0 15
51 377
94 185
0 3,029
1,460
2,296
0 0
721
1,395
464
12 804
1,574
804
1,574
0 3,058
1,8812,209
3 3
352582
0 0
18 16
193
144
0 3,058
0 21,429
1,535
2,429
024,459
657
610
4883
1,503
2,410
3RD ST
265
207
1,347
193
LIME
ST
0 2,393
1,9882,173
1,988
0 3,212
0 7
0 2,543
3 3
74 7
0 3,480
505577
2,4391,784
0 32,686
0 2,393
3 3
305
6 0
27,564
1,5032,410
2,891
4,652
0 0

TRANSITACCESS
0 8
1,0571,853
0 0
00 0
2,433
0 943
2,7363,862
02,451
ORANGE
ST
02,057
0 3,212
2,4052,318
0 0
0 3,212
02,193
02,227
1,874
730340
00 JACKBCLARKEWAY
700305
1,890966
0 1,66
0 1,545
03,290
03,181
3,1952,149
0 693
LEMON
ST
0 604
1,096
184
505577
74 7
0 0
458446
0 2,301
1,4371,914
9541,976
469
1,009
2,0722,102
1000
00 8011,811
9541,976
0 1,128
1,5032,410
0 2,301
35 30
357
610
2,4532,476
7513751824
1,347
193
3741,863
2,205966
0 24,740
3 3
1,5112,662
2280
464
512
464
512
9391,058
2,810
4,596
2,633
4,189
02,071
3,2113,483
02,197
0 1,180
0 952
0 3,353
0 2,225
9692,788
9061,893
9541,976
104
240
379
129
379
129
147
572
158
48 51
69 100228
235478
227478
804
7 2300
2300
1,009469
804
0 0
0 1,662675
1,6281,067
3,2113,483
3 3
0 0
610
657
139227 0
21,198
2,633
4,189
0 2,225
2,633
4,189
0 2,325
200
326
783
559
0 00
597
488
2,4532,476
751375
3 3
9692,788
14TH ST

MARKETST
7TH ST
5TH ST
1STST
12THST

EUCALYPTUS
AVE
ACCESS
RD
10TH ST
MAIN
ST
9TH ST

VICTORIAAVE
2018 PM Peak Flow - Auto
Apx-559
0 0
0 0
68 0
1,654

RIVERSIDEFWY
00 SR91HOV
0 0
0 1,593
00 0
1,729
4938
00 22
24 0
1,661
1 8
0 0
4 4
6 8 0

MULBERRYST
0 0
1 1
PARK
AVE
1 1
104

MISSION INNAVE
2 2
0 0
0 1
4975

UNIVERSITYAVE
81 114
0 3
0 37
027
0 0
13 14
VINE
ST
11 13
0 0
028
42 87
0 0
0 3
1 1
0 74
21 23
2 9
3 14
12 12
415
4 15
069
4436
1 1
1 1
0 0
16 23
00 1
1 069
0 1,580
22 24
01,654
22 00
21 23
3RD ST
2 2
25 1
LIME
ST
0 44
44 37
075
0 0
0 72
0 0
2 0
00 1215
0 1,730
0 44
0 0
5 0
0866
2123
79 104
0 0

TRANSITACCESS
0 0
1423
0 0
00 0 72
0 27
5389
078
ORANGE
ST
022
0 75
16 14
0 0
075
81 113
022
032
1423
00 JACKBCLARKEWAY
3 4
6217
0 45
0 45
0109
087
6241
0 15
LEMON
ST
0 14
19 2
1215
2 0
0 0
44 043
2323
722
1717
4938
30 0 0
519
722
0 24
2123
7 3
7 3
0 43
6 1
10 10
2124
911
1 1
25 1
1459
6717
0 1,593
0 0
1632
3 0
12 12
12 12
2626
57 106
45 88
063
6683
061
0 30
0 27
0 88
0 63
1130
621
722
2 2
5 2
5 2
38 10 5
7 7
0 0
1217
2 14
214
12 0
8 0
8 0
1717
12 0
0 0
5313
5417
6683
0 0
0 0
2 2
3 4 0
1,580
45 88
0 63
45 88
0 66
4 2
537
0 28
7 2124
911
0 0
1130

MARKETST
7TH ST
KANSAS
AVE

W LINDEN ST
5TH ST
1STST
12TH ST

EUCALYPTUS
AVE
ACCESS
RD
10TH ST
MAIN
ST
9TH ST

VICTORIAAVE
2018 PM Peak Flow - Truck PCE
Apx-560
0 0
0 3,369
0 21,363

RIVERSIDEFWY
SR91HOV
0 5,503
0 19,252
05,058
23,613
5,503
2,563943
2,112
1,347
0 5,058
0 22,621
166
527
0 MULBERRY ST
0 5,503
122
171
0 0
PARK
AVE
1,089360

MISSION INNAVE
340
2,6742,245

UNIVERSITYAVE
647
831
3,615
4,202
733
1,265
7 33
0 1,307
0 2,2
0 5
0 2,250
VINE
ST
02,633
0 5
733
1,265
154
192
951
945
0 3,467
1,994
1,428
1,692
1,225
748
1,485
0 207
201
02,910
2,9221,450
207
201
2,0681,427
179
440
0 2,910
0 17,896
2,074
1,513
0 21,363
572833
394129
1,952
1,342
3RD ST
3,572
457
LIME
ST
0 2,039
115
138
0 2,250
450
500
906
3 0
2,063
566
262
600
7 05,058
4,291
3,446
0 25,531
02,039
2,668
750
1,064
2,019
5 22,3
1,9521,342
3,632
3,649
399
301
1,472
1,414
0 0
02,712
0 63
0 876
0 963
3,4872,487
01,742
0 1,525
5270
ORANGE
ST
00 0
184
JACK
B
CLARKE
W
AY
1,768915
0701
3,4892,311
0754
0 1,264
107
1,714
21667
547584
584
547
600
7 0
803
01,209
0 2,726
2,170
1,546
2,5801,678
2,563943
6870
1,335
890
0 356
304
114
1,9521,342
0 1,924
2 4
00 748
1,061
,216649
951792
3,572
457
1,119471
3,787915
0 19,252
750
262
2,7462,596
4240
02,002
2,5801,678
0 1,130
4,0061,906
0 953
0 1,308
0 706
187
685
2,1762,214
72 5700
01,964
360
205
1,068970
63 3
63 906
4,0061,906
750
1,064
1,200947
960835
2,5951,957
0 953
0 123685
LEMON
ST
0 1,639
1,137
96 147
109
0 0
1,620
117
424
0 951792
566
262
2,1762,214

MARKETST
7TH ST
5TH ST
1STST
12TH ST

EUCALYPTUS
AVE
10THST
MAIN
ST
9TH ST

TRANSITACCESS
2045 AM Peak Flow - Auto
Apx-561
0 0
0 80
0 1,459

RIVERSIDEFWY
SR
91HOV
0 173
0 0
0 1,474
0149
1,559
173
3619
2215
0 149
0 1,554
6 14
12 10
11 0

MULBERRY ST
0 173
22 27
4 5
0 0
PARK
AVE
2413
1 3
7931
519
86 165
9 18
1 2
0 23
055
0 0
099
VINE
ST
056
0 0
1 2
12 26
0 113
22 34
13 12
18 14

MISSION INNAVE
2 2
082
3924
1 2
2 2
1 2
2016
1 3
082
0 1,347
23 35
0 1,459
1010
55 19
30 3RD ST
69 10
LIME
ST
0 47
3 3
0 99
5 6
250
0 84
13 7
0 149
0 1,635
0 15
15 46 0
08 1930
5 4
25 28
0 53
0 81
5584
0 45
0 27
110
0 36
01 JACK
B
CLARKE
WAY
3530
92 35
0 25
12 34
33 3
3 0
0 9
034
052
3729
2824
3619
70 2818
0 27
7 7
5 9
1930
0 44
00 15
15 69
10 1974
8130
15 7
3147
3 0
043
2824
0 15
2031
6177
0 75
0 102
0 13
2455
9 0
043
47 2528
4 0
4 25
6177
15 15
2430
1919
3228
0 75
LEMON
ST
0 82
2 2
0 0
26 7
13 7
2455

MARKETST

UNIVERSITYAVE
ORANGE
ST
7TH ST
KANSAS
AVE
5TH ST
1STST

EUCALYPTUS
AVE
10TH ST
9TH ST
2045 AM Peak Flow - Truck PCE
Apx-562
0 0
0 0
88 0 1,794

RIVERSIDEFWY
SR91HOV
0 198
0 0
0 1,805
0177
1,8
198
5033
1623
0177
0 1,893
0 0
6 7
10 11
12 0

MULBERRY ST
0 198
29 29
4 3
0 0
PARK
AVE
1720

MISSION INNAVE
3 3
4370

UNIVERSITYAVE
10 18
111
113
5 12
1 2
0 55
39 0 0
0 105
VINE
ST
041
0 0
5 12
2 17
25 0 102
28 29
11 12
15 21
17 16
3 2
093
4739
1 1
3 2
1 1
824
3 1
093
0 1,692
29 30
0 1,794
11 13
56 25
27 3RD ST
42 30
LIME
ST
0 50
3 1
0 105
6 6
0 19
0 79
15 5
1 8
0 177
84 0
1,986
0 50
4838
17 17
15 0
863
2527
102
91 11 3

TRANSITACCESS
28 0
0 0114
0 3
0 68
0 17
6670
084
0 26
120
ORANGE
ST
20 02

JACKBCLARKEWAY
6242
022
6433
LEMON
ST
0 21
0 52
31 1
6 10
33 3
3 0
19 1
6 0
11 087
058
3830
1732
5033
40 3724
0 0
0 31
8 7
11 7
2527
0 47
0 0
11 7
0 0 17
16 6
36 00
2238
42 30
1860
7742
0 1,805
175
2658
3 0
058
1732
0 47
7481
0 51
082
044
4 10
1573
4 3
150
057
38 5138
5 6
18 0
7481
17 17
5142
2522
2237
051
0 1,692
110
6 4
0 56
72 11
4 2
0 0
35 8
0 0
2238
15 5
1573

MARKETST
7TH ST
KANSAS
AVE
5TH ST
1STST
12TH ST

EUCALYPTUS
AVE
10THST
MAIN
ST
9TH ST

VICTORIAAVE
2045 PM Peak Flow - Truck PCE
Apx-563
0 0
4,408
6,749
0 2,778
0 26,233

RIVERSIDEFWY
SR91HOV0
6,850
0 0
0 26,657
06,749
0 30,143
6,850
2,2352,579
1,546
2,343
0 6,749
0 29,435
127
73 247
113
453
4 MULBERRYST
0 6,850
2 201
68 0 0
PARK
AVE
1,044699

MISSION INNAVE
256306
3,3573,138

UNIVERSITYAVE
779
1,195
3,727
6,024
527
1,147
25 12
0 1,979
01,549
0 26
0 3,910
VINE
ST
56 02,498
0 30
214
328
984
1,547
3,900
1,945
2,758
732
842
1,399
2,033
261
214
03,203
2,3143,305
30 9
261
214
30 9
1,0752,531
347
170
0 3,203
0 22,333
2,043
2,904
0 26,233
985923
231411
1,842
2,835
3RD ST
2,612
1,745
LIME
ST
0 2,729
176
56 0
3,910
640
616
0 731
0 3,622
805
254
83 0
6,749
4,134
5,538
0 32,638
09 1,281
1,094
622
12 0
28,231
1,8422,835
3,677
5,041
883
211
1,5242,382
0 61516
02,465
0 03
0 2,269
0 727
3,5464,680
02,004
0 942
4530
0 2,085
ORANGE
ST1270
1,5242,412
0476

JACKBCLARKE WAY
1,9381,967
01,671
3,4493,067
1,601
0 1,668
1,324
82 58629
668682
682
668
55 356
0 841
02,295
0 3,566
2,263
2,558
1,4963,014
2,2352,579
1660
1,514
1,647
0 1,684
204
352
1,358
834
1,8422,835
0 2,725
0 0 1,276
1,091
,393134
7941,384
2,612
1,745
4431,770
2,5601,950
1,281
254
2,0194,323
2530
02,201
1,4963,014
0 1,751
8881,306
3,9564,832
0 1,582
0 3,267
0 1,499
409
422
1,4154,007
7650
02,302
127
685
1,6241,576
339
348
740
18 3,9564,832
1,281
1,094
1,5212,031
1,670772
1,7803,117
0 1,582
207422
LEMON
ST
0 1,748
1,055
721
210
311
0 0
833
663
7941,384
805
254
1,4154,007

MARKETST
7TH ST
KANSAS
AVE
5TH ST
1STST
12TH ST

EUCALYPTUS
AVE
10THST
MAIN
ST
9TH ST
2045 PM Peak Flow - Auto
Apx-564

APPENDIX F

TRAVEL DEMAND POST PROCESSING

WORKSHEETS

Apx-565

AVERAGE DAILY TRAFFIC

MODEL EXISTING MODEL FUTURE OPENING ADJUSTED
2018 2024 2045 2045 2026 BUILDOUT
ID LEG ADT ADT ADT ADT1
ADT ADT2
1 Lime Street at: North 24 8,900 39 8,900 8,900 9,800
ue Mission Inn Avenue South 1,835 11,100 3,887 12,700 11,300 12,700 East 11,964 13,800 16,647 18,300 14,100 18,300
West 10,125 9,700 12,799 14,100 9,900 14,100
2 SR-91 Off Ramp at: North 9,995 7,800 12,318 13,500 8,000 13,500 ue Mission Inn Avenue South - - - - - -
East 11,562 10,500 17,603 19,400 10,900 19,400
West 11,964 13,700 16,647 18,300 14,000 18,300
3 Mulberry Street at: North 9,682 9,700 12,788 14,100 9,900 14,100 ue Mission Inn Avenue South 8,975 5,500 11,483 12,600 5,700 12,600 East 14,593 8,000 20,584 22,600 8,400 22,600
West 11,589 10,400 17,603 19,400 10,800 19,400
4 Vine Street at: North 5,892 4,800 5,696 6,300 4,800 6,300 ue Mission Inn Avenue South 17 2,800 3,251 3,600 3,000 3,600 East 10,031 5,800 16,242 17,900 6,300 17,900
West 14,593 7,800 20,584 22,600 8,200 22,600
5 Commerce Street at: North - 1,000 - 1,000 1,010 1,110 Mission Inn Ave South - 2,000 - 2,000 2,020 2,220
East 10,583 4,500 14,563 16,000 4,800 16,000
West 10,583 5,900 14,563 16,000 6,200 16,000
6 Park Avenue at: North 5,892 2,400 131 2,400 2,420 2,660 ve Mission Inn Ave South 5,892 4,300 2,646 4,300 4,340 4,770 East 8,396 2,700 11,457 12,600 2,900 12,600
West 9,441 4,200 11,209 12,300 4,300 12,300
7 Commerce Street at: North 9,682 - - - - -
et 3rd Street South 9,682 900 - 900 910 1,000
East 11,321 18,100 14,698 20,700 18,400 20,700
West 11,321 18,500 14,698 21,100 18,800 21,100
8 Commerce Street at: North - 900 - 900 910 1,030
et 5th Street South - 900 - 900 910 1,030
East - 200 - 200 200 230
West - - - - - -
9 Commerce Street at: North - 900 - 900 910 1,030
et 6th Street South - 900 - 900 910 1,030
East - 100 - 100 100 110
West - - - - - -
10 Project Driveway at: North - 0 - - - -
ve Mission Inn Ave South - 400 - 400 400 440
East 10,583 4,300 14,563 16,000 4,600 16,000
West 10,583 4,500 14,563 16,000 4,800 16,000
Notes: .. -

1. Future volumes adjusted for minimum 10% growth over existing average dally traffic volumes.

2. Future volumes adjusted for minimum 5% growth over opening year dally traffic volumes.

INTERSECTION
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-566

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 2 246 42 2024 26 257 51
< v > < v >
10 ^ ^ 167 13 ^ ^ 148
213 > < 506 336 > < 313
78 v v 382 99 v v 190
< ^ > < ^ >
27 126 45 22 244 116
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 290 303 2024 334 405
v ^ v ^
535 < IN = 1844 < 1055 361 < IN = 1815 < 651
301 > OUT = 1844 > 300 448 > OUT = 1815 > 503
v ^ v ^
706 198 546 382
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 0 7 2018 0 15
v ^ v ^
1832 < IN = 3157 < 2679 1890 < IN = 3177 < 2205
476 > OUT = 3156 > 476 966 > OUT = 3176 > 966
v ^ v ^
841 2 305 6
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 0 0 2018 0 0
v ^ v ^
49 < IN = 81 < 66 62 < IN = 84 < 67
15 > OUT = 81 > 15 17 > OUT = 84 > 17
v ^ v ^
17 0 5 0
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 3 PHF FOR CARS: 0.28 0 4
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
712 < IN = 1227 < 1040 545 < IN = 911 < 634
186 > OUT = 1226 > 186 275 > OUT = 910 > 275
v ^ v ^
325 1 87 2
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 0 5 2045 0 30
v ^ v ^
1768 < IN = 4707 < 3787 1938 < IN = 4539 < 2560
915 > OUT = 4707 > 915 1967 > OUT = 4540 > 1950
v ^ v ^
2019 5 622 12
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 0 0 2045 0 0
v ^ v ^
35 < IN = 111 < 81 62 < IN = 119 < 77
30 > OUT = 111 > 30 42 > OUT = 119 > 42
v ^ v ^
46 0 15 0
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 2 PHF FOR CARS: 0.28 0 8
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
683 < IN = 1826 < 1466 558 < IN = 1301 < 736
358 > OUT = 1826 > 358 561 > OUT = 1301 > 557
v ^ v ^
783 2 178 3
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 0 -1 CONVERSION OF TRUCKS TO: 2045 0 4 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
-29 < < 426 13 < < 102
172 > > 172 287 > > 282
v ^ v ^
457 1 91 2
Lime Street (NS) / Mission Inn Avenue (EW) - #1
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-567

MORNING PEAK HOUR EVENING PEAK HOUR
Lime Street (NS) / Mission Inn Avenue (EW) - #1
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 30 30 10 MINIMUM GROWTH % 30 40
v ^ v ^
50 < IN = 630 < 430 40 < IN = 420 < 100
170 > OUT = 710 > 170 290 > OUT = 450 > 280
v ^ v ^
460 0 90 0
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 20 20 21 YEARS 20 30
v ^ v ^
40 < < 330 30 < < 80
130 > > 130 230 > > 220
v ^ v ^
360 0 70 0
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 310 320 350 440
v ^ v ^
580 < < 1390 390 < < 730
430 > > 430 680 > > 720
v ^ v ^
1070 200 620 380
ADT BY LEG: ADT BY LEG:
2045 2045 9,800
N N
W LEG E 14,080 W LEG E 18,310
S S
12,700
9,800
12,700
14,080 18,310
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-568

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 871 0 161 2024 459 0 190
< v > < v >
0 ^ ^ 0 0 ^ ^ 0
308 > < 182 505 > < 179
0 v v 0 0 v v 0
< ^ > < ^ >
0 0 0 0 0 0
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 1032 0 2024 649 0
v ^ v ^
1053 < IN = 1522 < 182 638 < IN = 1333 < 179
308 > OUT = 1522 > 469 505 > OUT = 1333 > 695
v ^ v ^
0 0 0 0
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 2256 0 2018 3058 0
v ^ v ^
2679 < IN = 4083 < 1351 2205 < IN = 4993 < 969
476 > OUT = 4083 > 1404 966 > OUT = 4993 > 2788
v ^ v ^
0 0 0 0
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 65 0 2018 69 0
v ^ v ^
66 < IN = 97 < 17 67 < IN = 97 < 11
15 > OUT = 98 > 32 17 > OUT = 97 > 30
v ^ v ^
0 0 0 0
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 879 0 PHF FOR CARS: 0.28 873 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
1040 < IN = 1584 < 519 634 < IN = 1422 < 274
186 > OUT = 1584 > 544 275 > OUT = 1422 > 788
v ^ v ^
0 0 0 0
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 2910 0 2045 3203 0
v ^ v ^
3787 < IN = 6001 < 2176 2560 < IN = 6568 < 1415
915 > OUT = 6001 > 2214 1950 > OUT = 6567 > 4007
v ^ v ^
0 0 0 0
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 82 0 2045 93 0
v ^ v ^
81 < IN = 136 < 24 77 < IN = 150 < 15
30 > OUT = 136 > 55 42 > OUT = 150 > 73
v ^ v ^
0 0 0 0
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 1133 0 PHF FOR CARS: 0.28 920 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
1466 < IN = 2326 < 835 736 < IN = 1877 < 400
358 > OUT = 2326 > 860 557 > OUT = 1876 > 1140
v ^ v ^
0 0 0 0
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 254 0 CONVERSION OF TRUCKS TO: 2045 47 0 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
426 < < 316 102 < < 126
172 > > 315 282 > > 352
v ^ v ^
0 0 0 0
SR-91 Off Ramp (NS) / Mission Inn Avenue (EW) - #2
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-569

MORNING PEAK HOUR EVENING PEAK HOUR
SR-91 Off Ramp (NS) / Mission Inn Avenue (EW) - #2
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 250 0 10 MINIMUM GROWTH % 60 0
v ^ v ^
430 < IN = 740 < 320 100 < IN = 470 < 130
170 > OUT = 750 > 320 280 > OUT = 450 > 350
v ^ v ^
0 0 0 0
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 190 0 21 YEARS 50 0
v ^ v ^
330 < < 250 80 < < 100
130 > > 250 220 > > 270
v ^ v ^
0 0 0 0
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 1220 0 700 0
v ^ v ^
1380 < < 430 720 < < 280
440 > > 720 730 > > 970
v ^ v ^
0 0 0 0
ADT BY LEG: ADT BY LEG:
2045 2045 13,550
N N
W LEG E 18,310 W LEG E 19,360
S S
0 13,550
0 18,310 19,360
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-570

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 0 0 0 2024 0 0 0
< v > < v >
225 ^ ^ 83 325 ^ ^ 151
265 > < 87 366 > < 101
0 v v 0 0 v v 0
< ^ > < ^ >
99 178 38 76 333 47
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 0 486 2024 0 809
v ^ v ^
186 < IN = 975 < 170 177 < IN = 1399 < 252
490 > OUT = 975 > 303 691 > OUT = 1399 > 413
v ^ v ^
0 315 0 456
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 0 2047 2018 0 3212
v ^ v ^
1351 < IN = 5304 < 1994 969 < IN = 6842 < 1511
1404 > OUT = 5306 > 1908 2788 > OUT = 6843 > 2662
v ^ v ^
0 1906 0 2543
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 0 79 2018 0 75
v ^ v ^
17 < IN = 131 < 21 11 < IN = 118 < 16
32 > OUT = 130 > 34 30 > OUT = 118 > 32
v ^ v ^
0 78 0 72
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 804 PHF FOR CARS: 0.28 0 918
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
519 < IN = 2059 < 765 274 < IN = 1945 < 427
544 > OUT = 2060 > 736 788 > OUT = 1946 > 753
v ^ v ^
0 750 0 730
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 0 2250 2045 0 3910
v ^ v ^
2176 < IN = 7023 < 2746 1415 < IN = 9648 < 2019
2214 > OUT = 7022 > 2596 4007 > OUT = 9648 > 4323
v ^ v ^
0 2063 0 3622
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 0 99 2045 0 105
v ^ v ^
24 < IN = 170 < 31 15 < IN = 178 < 26
55 > OUT = 170 > 47 73 > OUT = 178 > 58
v ^ v ^
0 84 0 79
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 888 PHF FOR CARS: 0.28 0 1121
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
835 < IN = 2725 < 1054 400 < IN = 2746 < 572
860 > OUT = 2725 > 1002 1140 > OUT = 2746 > 1225
v ^ v ^
0 812 0 1034
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 0 84 CONVERSION OF TRUCKS TO: 2045 0 203 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
316 < < 289 126 < < 145
315 > > 266 352 > > 472
v ^ v ^
0 62 0 304
Mulberry Street (NS) / Mission Inn Avenue (EW) - #3
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-571

MORNING PEAK HOUR EVENING PEAK HOUR
Mulberry Street (NS) / Mission Inn Avenue (EW) - #3
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 0 80 10 MINIMUM GROWTH % 0 200
v ^ v ^
320 < IN = 670 < 290 130 < IN = 790 < 140
320 > OUT = 670 > 270 350 > OUT = 800 > 470
v ^ v ^
0 60 0 300
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 0 60 21 YEARS 0 160
v ^ v ^
250 < < 230 100 < < 110
250 > > 210 270 > > 370
v ^ v ^
0 50 0 230
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 0 550 0 970
v ^ v ^
440 < < 400 280 < < 360
740 > > 510 960 > > 780
v ^ v ^
0 370 0 690
ADT BY LEG: ADT BY LEG:
2045 2045 14,070
N N
W LEG E 19,360 W LEG E 22,640
S S
12,630
14,070
12,630
19,360 22,640
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-572

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 65 14 20 2024 100 33 56
< v > < v >
108 ^ ^ 26 100 ^ ^ 41
130 > < 86 259 > < 94
60 v v 5 49 v v 7
< ^ > < ^ >
14 43 13 50 70 26
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 99 177 2024 189 211
v ^ v ^
165 < IN = 584 < 117 244 < IN = 885 < 142
298 > OUT = 584 > 163 408 > OUT = 885 > 341
v ^ v ^
79 70 89 146
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 634 815 2018 790 954
v ^ v ^
1994 < IN = 4240 < 1695 1511 < IN = 4361 < 906
1908 > OUT = 4240 > 1430 2662 > OUT = 4361 > 1893
v ^ v ^
1 3 3 3
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 9 16 2018 11 13
v ^ v ^
21 < IN = 61 < 18 16 < IN = 49 < 6
34 > OUT = 60 > 23 32 > OUT = 50 > 21
v ^ v ^
0 0 0 0
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 244 315 PHF FOR CARS: 0.28 224 270
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
765 < IN = 1632 < 650 427 < IN = 1233 < 255
736 > OUT = 1631 > 551 753 > OUT = 1234 > 535
v ^ v ^
0 1 1 1
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 647 831 2045 779 1195
v ^ v ^
2746 < IN = 6100 < 2595 2019 < IN = 7136 < 1780
2596 > OUT = 6100 > 1957 4323 > OUT = 7136 > 3117
v ^ v ^
566 262 805 254
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 5 19 2045 10 18
v ^ v ^
31 < IN = 91 < 32 26 < IN = 95 < 22
47 > OUT = 91 > 28 58 > OUT = 96 > 37
v ^ v ^
13 7 15 5
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 248 322 PHF FOR CARS: 0.28 221 339
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
1054 < IN = 2348 < 997 572 < IN = 2022 < 504
1002 > OUT = 2348 > 753 1225 > OUT = 2022 > 882
v ^ v ^
219 102 229 72
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 4 7 CONVERSION OF TRUCKS TO: 2045 -3 69 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
289 < < 347 145 < < 249
266 > > 202 472 > > 347
v ^ v ^
219 101 228 72
Vine Street (NS) / Mission Inn Avenue (EW) - #4
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-573

MORNING PEAK HOUR EVENING PEAK HOUR
Vine Street (NS) / Mission Inn Avenue (EW) - #4
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 10 20 10 MINIMUM GROWTH % 20 70
v ^ v ^
290 < IN = 730 < 350 140 < IN = 810 < 250
270 > OUT = 730 > 200 470 > OUT = 790 > 350
v ^ v ^
220 100 230 70
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 10 20 21 YEARS 20 50
v ^ v ^
230 < < 270 110 < < 190
210 > > 160 370 > > 270
v ^ v ^
170 80 180 50
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 110 200 210 260
v ^ v ^
400 < < 390 350 < < 330
510 > > 320 780 > > 610
v ^ v ^
250 150 270 200
ADT BY LEG: ADT BY LEG:
2045 2045 6,270
N N
W LEG E 22,640 W LEG E 17,870
S S
3,580
6,270
3,580
22,640 17,870
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-574

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 5 20 9 2024 10 35 6
< v > < v >
6 ^ ^ 4 12 ^ ^ 7
112 > < 79 278 > < 80
20 v v 13 63 v v 2
< ^ > < ^ >
31 9 8 49 13 5
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 34 19 2024 51 32
v ^ v ^
115 < IN = 316 < 96 139 < IN = 560 < 89
138 > OUT = 316 > 129 353 > OUT = 560 > 289
v ^ v ^
53 48 100 67
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 0 0 2018 0 0
v ^ v ^
1864 < IN = 3317 < 1864 954 < IN = 2930 < 954
1453 > OUT = 3317 > 1453 1976 > OUT = 2930 > 1976
v ^ v ^
0 0 0 0
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 0 0 2018 0 0
v ^ v ^
19 < IN = 43 < 19 7 < IN = 29 < 7
24 > OUT = 43 > 24 22 > OUT = 29 > 22
v ^ v ^
0 0 0 0
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 0 PHF FOR CARS: 0.28 0 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
715 < IN = 1275 < 715 269 < IN = 828 < 269
560 > OUT = 1275 > 560 559 > OUT = 828 > 559
v ^ v ^
0 0 0 0
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 0 0 2045 0 0
v ^ v ^
2580 < IN = 4258 < 2580 1496 < IN = 4510 < 1496
1678 > OUT = 4258 > 1678 3014 > OUT = 4510 > 3014
v ^ v ^
0 0 0 0
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 0 0 2045 0 0
v ^ v ^
28 < IN = 52 < 28 17 < IN = 49 < 17
24 > OUT = 52 > 24 32 > OUT = 49 > 32
v ^ v ^
0 0 0 0
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 0 PHF FOR CARS: 0.28 0 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
990 < IN = 1635 < 990 423 < IN = 1275 < 423
646 > OUT = 1635 > 646 852 > OUT = 1275 > 852
v ^ v ^
0 0 0 0
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 0 0 CONVERSION OF TRUCKS TO: 2045 0 0 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
275 < < 275 154 < < 154
86 > > 86 293 > > 293
v ^ v ^
0 0 0 0
Commerce Street (NS) / Mission Inn Avenue (EW) - #5
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-575

MORNING PEAK HOUR EVENING PEAK HOUR
Commerce Street (NS) / Mission Inn Avenue (EW) - #5
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 0 0 10 MINIMUM GROWTH % 10 0
v ^ v ^
280 < IN = 370 < 280 150 < IN = 450 < 150
90 > OUT = 370 > 90 290 > OUT = 440 > 290
v ^ v ^
0 0 0 0
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 0 0 21 YEARS 10 0
v ^ v ^
220 < < 220 120 < < 120
70 > > 70 230 > > 230
v ^ v ^
0 0 0 0
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 30 20 60 30
v ^ v ^
340 < < 320 260 < < 210
210 > > 200 580 > > 520
v ^ v ^
50 50 100 70
ADT BY LEG: ADT BY LEG:
2045 2045 1,110
N N
W LEG E 16,020 W LEG E 16,020
S S
2,220
16,020 16,020
1,110
2,220
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-576

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 25 53 11 2024 13 82 9
< v > < v >
13 ^ ^ 9 16 ^ ^ 7
58 > < 33 130 > < 30
58 v v 20 119 v v 15
< ^ > < ^ >
33 84 17 44 71 30
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 89 106 2024 104 94
v ^ v ^
91 < IN = 414 < 62 87 < IN = 566 < 52
129 > OUT = 414 > 86 265 > OUT = 566 > 169
v ^ v ^
131 134 216 145
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 3 22 2018 13 4
v ^ v ^
1731 < IN = 3141 < 1646 801 < IN = 2757 < 804
1351 > OUT = 3141 > 1089 1811 > OUT = 2758 > 1574
v ^ v ^
299 141 379 129
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 1 1 2018 1 1
v ^ v ^
17 < IN = 41 < 15 5 < IN = 26 < 4
22 > OUT = 41 > 14 19 > OUT = 26 > 15
v ^ v ^
9 3 5 2
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 1 9 PHF FOR CARS: 0.28 4 1
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
663 < IN = 1207 < 630 226 < IN = 778 < 226
521 > OUT = 1207 > 418 512 > OUT = 779 > 444
v ^ v ^
117 55 107 37
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 7 33 2045 25 12
v ^ v ^
2068 < IN = 3847 < 2112 1075 < IN = 4313 < 1546
1427 > OUT = 3847 > 1347 2531 > OUT = 4313 > 2343
v ^ v ^
399 301 883 211
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 1 2 2045 1 2
v ^ v ^
20 < IN = 44 < 22 8 < IN = 44 < 16
16 > OUT = 41 > 15 24 > OUT = 44 > 23
v ^ v ^
4 5 11 3
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 3 13 PHF FOR CARS: 0.28 7 4
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
793 < IN = 1477 < 810 303 < IN = 1219 < 437
548 > OUT = 1476 > 517 715 > OUT = 1219 > 662
v ^ v ^
153 116 250 60
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 2 5 CONVERSION OF TRUCKS TO: 2045 3 2 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
129 < < 179 77 < < 211
27 > > 98 203 > > 217
v ^ v ^
36 61 143 23
Park Avenue (NS) / Mission Inn Avenue (EW) - #6
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-577

MORNING PEAK HOUR EVENING PEAK HOUR
Park Avenue (NS) / Mission Inn Avenue (EW) - #6
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 10 10 10 MINIMUM GROWTH % 10 10
v ^ v ^
130 < IN = 280 < 180 80 < IN = 440 < 210
30 > OUT = 280 > 100 200 > OUT = 450 > 220
v ^ v ^
40 60 140 20
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 10 10 21 YEARS 10 10
v ^ v ^
100 < < 140 60 < < 160
20 > > 80 160 > > 170
v ^ v ^
30 50 110 20
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 100 120 110 100
v ^ v ^
190 < < 200 150 < < 210
150 > > 170 430 > > 340
v ^ v ^
160 180 330 170
ADT BY LEG: ADT BY LEG:
2045 2045 2,660
N N
W LEG E 12,330 W LEG E 12,600
S S
4,770
12,330 12,600
2,660
4,770
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-578

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 0 0 0 2024 0 0 0
< v > < v >
0 ^ ^ 0 0 ^ ^ 0
371 > < 377 1068 > < 421
17 v v 12 42 v v 12
< ^ > < ^ >
7 0 9 14 0 11
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 0 0 2024 0 0
v ^ v ^
384 < IN = 793 < 389 435 < IN = 1568 < 433
388 > OUT = 793 > 380 1110 > OUT = 1568 > 1079
v ^ v ^
29 16 54 25
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 0 0 2018 0 0
v ^ v ^
1851 < IN = 2801 < 1851 1503 < IN = 3913 < 1503
950 > OUT = 2801 > 950 2410 > OUT = 3913 > 2410
v ^ v ^
0 0 0 0
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 0 0 2018 0 0
v ^ v ^
17 < IN = 40 < 17 21 < IN = 44 < 21
23 > OUT = 40 > 23 23 > OUT = 44 > 23
v ^ v ^
0 0 0 0
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 0 PHF FOR CARS: 0.28 0 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
709 < IN = 1078 < 709 426 < IN = 1107 < 426
369 > OUT = 1078 > 369 681 > OUT = 1107 > 681
v ^ v ^
0 0 0 0
FUTURE PEAK PERIOD MODEL YEAR (AUTO): FUTURE PEAK PERIOD MODEL YEAR (AUTO):
2045 0 0 2045 0 0
v ^ v ^
1952 < IN = 3294 < 1952 1842 < IN = 4677 < 1842
1342 > OUT = 3294 > 1342 2835 > OUT = 4677 > 2835
v ^ v ^
0 0 0 0
FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): FUTURE PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2045 0 0 2045 0 0
v ^ v ^
19 < IN = 49 < 19 25 < IN = 52 < 25
30 > OUT = 49 > 30 27 > OUT = 52 > 27
v ^ v ^
0 0 0 0
FUTURE PEAK HOUR MODEL YEAR (PCEs): FUTURE PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 0 PHF FOR CARS: 0.28 0 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
748 < IN = 1268 < 748 522 < IN = 1323 < 522
520 > OUT = 1268 > 520 801 > OUT = 1323 > 801
v ^ v ^
0 0 0 0
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 0 0 CONVERSION OF TRUCKS TO: 2045 0 0 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
39 < < 39 96 < < 96
151 > > 151 120 > > 120
v ^ v ^
0 0 0 0
Commerce Street (NS) / 3rd Street (EW) - #7
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-579

MORNING PEAK HOUR EVENING PEAK HOUR
Commerce Street (NS) / 3rd Street (EW) - #7
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 0 0 10 MINIMUM GROWTH % 0 0
v ^ v ^
40 < IN = 190 < 40 100 < IN = 220 < 100
150 > OUT = 190 > 150 120 > OUT = 220 > 120
v ^ v ^
0 0 0 0
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 0 0 21 YEARS 0 0
v ^ v ^
30 < < 30 80 < < 80
120 > > 120 90 > > 90
v ^ v ^
0 0 0 0
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 0 0 0 0
v ^ v ^
410 < < 420 520 < < 510
510 > > 500 1200 > > 1170
v ^ v ^
30 20 50 30
ADT BY LEG: ADT BY LEG:
2045 2045 0
N N
W LEG E 21,130 W LEG E 20,730
S S
1,000
21,130 20,730
0 1,000
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-580

MORNING PEAK HOUR EVENING PEAK HOUR
EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS): EXISTING PEAK HOUR TURNING MOVEMENT VOLUMES (AUTOS):
2024 0 0 0 2024 0 0 0
< v > < v >
0 ^ ^ 0 0 ^ ^ 0
121 > < 90 271 > < 78
8 v v 3 16 v v 2
< ^ > < ^ >
6 0 6 11 0 5
EXISTING PEAK HOUR COUNT YEAR (AUTOS): EXISTING PEAK HOUR COUNT YEAR (AUTOS):
2024 0 0 2024 0 0
v ^ v ^
96 < IN = 234 < 93 89 < IN = 383 < 80
129 > OUT = 234 > 127 287 > OUT = 383 > 276
v ^ v ^
11 12 18 16
EXISTING PEAK PERIOD MODEL YEAR (AUTO): EXISTING PEAK PERIOD MODEL YEAR (AUTO):
2018 0 0 2018 0 0
v ^ v ^
1864 < IN = 3317 < 1864 954 < IN = 2930 < 954
1453 > OUT = 3317 > 1453 1976 > OUT = 2930 > 1976
v ^ v ^
0 0 0 0
EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs): EXISTING PEAK PERIOD MODEL YEAR (TRUCKS IN PCEs):
2018 0 0 2018 0 0
v ^ v ^
19 < IN = 43 < 19 7 < IN = 29 < 7
24 > OUT = 43 > 24 22 > OUT = 29 > 22
v ^ v ^
0 0 0 0
EXISTING PEAK HOUR MODEL YEAR (PCEs): EXISTING PEAK HOUR MODEL YEAR (PCEs):

PHF FOR CARS: 0.38 0 0 PHF FOR CARS: 0.28 0 0
PHF FOR TRUCKS: 0.333 v ^ PHF FOR TRUCKS: 0.25 v ^
990 < IN = 1635 < 990 423 < IN = 1275 < 423
646 > OUT = 1635 > 646 852 > OUT = 1275 > 852
v ^ v ^
0 0 0 0
RAW GROWTH (PCEs): 2018 TO 2045 RAW GROWTH (PCEs): 2018 TO 2045 CONVERSION OF TRUCKS TO: 2045 0 0 CONVERSION OF TRUCKS TO: 2045 0 0 FACTOR = 1.00 v ^ FACTOR = 1.00 v ^
275 < < 275 154 < < 154
86 > > 86 293 > > 293
v ^ v ^
0 0 0 0
Project Driveway (NS) / Mission Inn Avenue (EW) - #10
Apple Valley Truck and Trailer Facility
Traffic Impact Analysis
19763
Apx-581

MORNING PEAK HOUR EVENING PEAK HOUR
Project Driveway (NS) / Mission Inn Avenue (EW) - #10
ADJUSTED GROWTH (PCEs): 2018 TO 2045 ADJUSTED GROWTH (PCEs): 2018 TO 2045

10.00 MINIMUM GROWTH % 0 0 10 MINIMUM GROWTH % 0 0
v ^ v ^
280 < IN = 370 < 280 150 < IN = 440 < 150
90 > OUT = 370 > 90 290 > OUT = 440 > 290
v ^ v ^
0 0 0 0
PRORATED GROWTH (PCEs): 2024 TO 2045 PRORATED GROWTH (PCEs): 2024 TO 2045 21 YEARS 0 0 21 YEARS 0 0
v ^ v ^
220 < < 220 120 < < 120
70 > > 70 230 > > 230
v ^ v ^
0 0 0 0
NEW PROJECTED VOLUMES (PCEs): 2045 NEW PROJECTED VOLUMES (PCEs): 2045 0 0 0 0
v ^ v ^
320 < < 310 210 < < 200
200 > > 200 520 > > 510
v ^ v ^
10 10 20 20
ADT BY LEG: ADT BY LEG:
2045 2045 0
N N
W LEG E 16,020 W LEG E 16,020
S S
440
16,020 16,020
0 440
Apple Valley Truck and Trailer Facility
Traffic Impact Analysis
19763
Apx-582

APPENDIX G

3RD STREET GRADE SEPARATION PROJECT

PRELIMINARY LAYOUT PLAN
Apx-583
BIKE
LANE

BIKELANE
BIKE

LANEBIKELANE

BIKELANE
S

MISSION INN AVE

COMMERCE ST

VINE ST
SR-91
5TH STREET
4TH STREET
3RD STREET

REALIGNED

COMMERCE ST

PARK AVE
4TH STREET

PARK AVE
5TH STREET

MISSION INN AVE

VINE ST
SR-91

REALIGNED

COMMERCE ST

COMMERCE ST
3RD STREET
6TH STREET6TH STREET
Third Street Grade Separation at BNSF Railroad
City of Riverside

EXISTING BNSF TRACKS

PROPOSED BNSF TRACKS

PROPOSED STRUCTURE

PROPOSED THIRD STREET REALIGNMENT

MASTER PLANNED DRAINAGE LINE

FUTURE RCTC TRACKS
FUTURE 4TH BNSF TRACK

PROPOSED PUMP STATION

AND DETENTION BASIN

EXISTING RIVERSIDE CANAL

RELOCATED RIVERSIDE CANAL
Apx-584

APPENDIX H

TRAFFIC SIGNAL WARRANT WORKSHEET
Apx-585
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - AM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 998 Number of Approach Lanes on Major Street = 2
Minor Street Name = Vine Street High Volume Approach (VPH) = 151 Number of Approach Lanes On Minor Street = 2

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 998
151
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-586
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - PM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 1134 Number of Approach Lanes on Major Street = 2
Minor Street Name = Vine Street High Volume Approach (VPH) = 203 Number of Approach Lanes On Minor Street = 2

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 1134
203
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-587
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - AM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 579 Number of Approach Lanes on Major Street = 2
Minor Street Name = Commerce Street High Volume Approach (VPH) = 58 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 57958
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-588
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - PM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 829 Number of Approach Lanes on Major Street = 2
Minor Street Name = Commerce Street High Volume Approach (VPH) = 77 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 82977
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-589
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - AM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 385 Number of Approach Lanes on Major Street = 2
Minor Street Name = Park Avenue High Volume Approach (VPH) = 187 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-590
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - PM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 649 Number of Approach Lanes on Major Street = 2
Minor Street Name = Park Avenue High Volume Approach (VPH) = 193 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 649
193
0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-591
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - AM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 545 Number of Approach Lanes on Major Street = 2
Minor Street Name = Project Dwy High Volume Approach (VPH) = 26 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 545
26 0
100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-592
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - PM
Major Street Name = Mission Inn Avenue Total of Both Approaches (VPH) = 752 Number of Approach Lanes on Major Street = 2
Minor Street Name = Project Dwy High Volume Approach (VPH) = 20 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 752
20 0
100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-593
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - AM
Major Street Name = Project Dwy Total of Both Approaches (VPH) = 28 Number of Approach Lanes on Major Street = 1
Minor Street Name = 5th Street High Volume Approach (VPH) = 9 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

Minor Street - Higher-Volume Approach - VPH
* - 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. 0 100
200
300
400
500
600
700
400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 Major Street - Total of Both Approaches - Vehicles Per Hour (VPH) 1 Lane (Major) & 1 Lane (Minor)
2+ Lanes (Major) & 1 Lane (Minor) OR 1 Lane (Major) & 2+ Lanes (Minor) 2+ Lanes (Major) & 2+ Lanes (Minor)
Major Street Approaches
Minor Street Approaches
*150
*100
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Apx-594
California Manual of Uniform Traffic Control Devlces
WARRANT 3, PEAK HOUR
(Urban Areas)
Sect. 4C.06
Traffic Conditions = Buildout 2045 With Project - PM
Major Street Name = 5th Street Total of Both Approaches (VPH) = 19 Number of Approach Lanes on Major Street = 1
Minor Street Name = Project Dwy High Volume Approach (VPH) = 10 Number of Approach Lanes On Minor Street = 1

SIGNAL WARRANT NOT SATISFIED
Note:

Major street approaches with less than 400 vph are low volume and outside the graph boundaries.

APPENDIX I

ROADWAY CONCEPT PLAN
(ADJACENT TO PROJECT)
Apx-596
Figure 1
Conceptual Roadway Plan
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
W11-2A Pedestrian Sign
W16-7p Arrow Plaque
Install solar powered
Rectangular Rapid
Flashing Beacon (RRFB)R10-7
Do Not Block
Intersection Sign
M

ISSION INN AVE

COMMERCE ST
Scale: 1" = 50'
02550
N
Existing Pavement Marking
Legend
Proposed Pavement Marking
3SGS Project by Others
Install Sharrow Pavement Marking
Per CA MUTCD Figure 9C-9. Placed
approximately 250 feet apart.

Apx-597
Figure 2
Conceptual Roadway Plan
Iron Lofts Multifamily Residential
Traffic Impact Analysis
19630
Scale: 1" = 50'
02550
N
Existing Pavement Marking
Legend
Proposed Pavement Marking
3SGS Project by Others
Install Sharrow Pavement Marking
Per CA MUTCD Figure 9C-9. Placed
approximately 250 feet apart.

Apx-598

APPENDIX J

CALIFORNIA MUTCD 3B.18
Apx-599
Apx-600

APPENDIX K

ROADWAY CONCEPT PLAN
(PROJECT VICINITY)
Apx-601

Riverside City CouncilJuly 14, 2026

Riverside City Council
July 14, 2026