Agenda packet — Rancho Cucamonga City Council, May 3, 2023 (part 2 of 2)

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 23 ends

6 CRASH DATA REVIEW
Historical collision data from the five-year time period from January 1, 2017 to September 13th, 2022, was examined to obtain information required for the warrant analysis and to determine evaluate any trends regarding crashes involving pedestrians and/or bicyclists. Collision data for this review was provided by the City. Table 6-1 summarizes the reported crashes at each of the three marked crosswalk focus areas. The full collision reports are contained in Appendix B.

TABLE 6-1: HISTORIC CRASH DATA
Marked Crossing Crash Date Crash Type Severity1 Pedestrian and/or Bicycle Related?
Area 1: Hamilton Street /
Mignonette Street 9/18/2022 Hit Object PDO No
Area 2: Cartilla Avenue
10/2/2019 Hit Object PDO No
10/21/2019 Sideswipe PDO No
11/20/2019 Vehicle-Pedestrian Other Visible Yes
Area 3: Monte Vista Street
10/31/2017 Broadside PDO No
2/1/2018 Hit Object PDO No
11/19/2018 Broadside Other Visible No
1/15/2022 Broadside Other Visible No
Note: 1) PDO = Property Damage Only

As noted above, one of the reported collisions near Cartilla Avenue involved a pedestrian. This collision occurred on November 20, 2019, at 5:15 PM where a passenger vehicle was traveling east and collided with a pedestrian traveling north. The report did not identify any associated factors.

Page 102 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 24 ends

7 WARRANT ANALYSIS
Traffic warrants were conducted to determine if the usage at each location would indicate a need for traffic signalization control.

Specifically, the following CA-MUTCD warrants were evaluated:
 Warrant 4: Pedestrian Volume
 Warrant 5: School Crossing
 Warrant 7: Crash Experience
The analysis results show that none of the warrants are met at any of the three analysis locations. Table 7-1 summarizes the key warrant analysis data and provides the minimum requirements to meet the warrants. Information needed for a crossing guard warrant analysis is also included in this table. The warrant analysis worksheets are contained in Appendix C.

TABLE 7-1: KEY WARRANT ANALYSIS DATA
Marked
Crossing
Focus Area
Warrant 4:

Pedestrian
Volume1
Warrant 5: School Crossing2 Warrant 7: Crash Experience Crossing Guard2 Total
Pedestrian
Crossing
Volume
(Highest Hour)
No. of
School Age
Children
Crossing
No. of Groups of
School Age
Children
Crossing
Number of Crashes (Maximum Within 12-
Month Period) Total Volume
Total
Susceptible to
Correction by Traffic
Control Signal
Bicycle/
Pedestrian
Related
Motor
Vehicles
School
Age
Children
Area 1:

Hamilton
Street /
Mignonette
Street
29 9 4 1 1 0 803 9
Area 2:

Cartilla
Avenue
8 2 2 3 1 1 592 2
Area 3:

Monte Vista
Street
4 0 0 2 2 0 859 0
Minimum
Warrant
Analysis
Threshold
75 20 N/A N/A 5 N/A 300 30
Notes: 1) Based on highest weekday pedestrian hour count 2) Based on highest weekday pedestrian school peak hour count 3) N/A = Data not applicable or not available

Page 103 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 25 ends

8 COMMUNITY INPUT
MBI conducted a community outreach meeting on the evening of September 12, 2022 at Hermosa Park with attendance from key team members and City staff. The meeting was advertised to community members who have shown interest previously in this study by directly contacting these members. Additionally, the meeting was advertised on the City’s “Nextdoor” page. Overall, 36 people signed in via the meeting attendance sheet and 34 formal written comments were received. Appendix D contains the formal written comments received.

At this meeting, MBI staff asked the community when they use the crosswalks and at what time. This information was requested to ensure that the data collection as described under Section 2.0 above was collected at appropriate times to ensure the maximum usage was captured in the analysis. Tables 8-1 and Table 8-2 summarize the community feedback.

TABLE 8-1: COMMUNITY FEEDBACK – QUESTION 1
What Do You Use the Crosswalks for? Count
Walk Children to School 21
Leisure 27
Walk to Bus Stop/Connect to Transit 2
Access the Park 33
Other
Driver 10
Sports Events 3
Not Specified 5

TABLE 8-2: COMMUNITY FEEDBACK – QUESTION 2
When Do You Use the Crosswalks? Count
Early morning (before 7am) 12
Morning (7am-9am) 21
Lunch (11am-1pm) 5
School Pick Up (2pm-3pm) 4
Evening (4pm-7pm) 24
Late Evening (after 7pm) 14
Weekends (Specify times) 16
Other Specify times 5

Page 104 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 26 ends

9 RECOMMENDATIONS

9.1 APPROPRIATENESS OF ACCOMMODATION
The previous sections established the need for marked crosswalks at each of the focus areas. This section documents the appropriateness of the accommodation.

The SRTS Guide (updated July) 2015 states that “marked crosswalks at uncontrolled locations must be carefully selected and designed to ensure that they enhance, rather than reduce, pedestrian safety. In some circumstances marked crosswalks should not be installed unless supplemental measures are taken to reduce traffic speeds, shorten crossing distances, enhance driver awareness, and/or provide an active warning of pedestrian presence.”

The SRTS Guide provides the following guidance:

Marked crosswalks alone (without other substantial treatments) should not be installed across uncontrolled roadways where the speed limit exceeds 40 mph or either:
 The roadway has four or more lanes of travel without a raised median or pedestrian refuge island and an ADT of 12,000 vehicles per day or greater; or
 The roadway has four or more lanes of travel with a raised median or pedestrian refuge island and an ADT of 15,000 vehicles per day or greater.

The 2014 CA-MUTCD Section 3B.18 (Revision 6 March 20, 2021) similarly states:

New marked crosswalks across uncontrolled roadways should include other measures designed to reduce traffic speeds, shorten crossing distances, enhance driver awareness of the crossing, and/or provide active warning of pedestrian presence, where the speed limit exceeds 40 mph and either:
 The roadway has four or more lanes of travel without a raised median or pedestrian refuge island and an ADT of 12,000 vehicles per day or greater; or
 The roadway has four or more lanes of travel with a raised median or pedestrian refuge island and an ADT of 15,000 vehicles per day or greater.

Additionally, for existing crosswalks, it states, “If a marked crosswalk exists across an uncontrolled roadway where the speed limit exceeds 40 mph and the roadway has four or more lanes of travel and an ADT of 12,000 vehicles per day or greater, advanced yield lines with associated Yield Here to Pedestrians (R1-5, R1-5a) signs should be placed 20 to 50 ft in advance of the crosswalk, adequate visibility should be provided by parking prohibitions, pedestrian crossing (W11-2) warning signs with diagonal downward pointing arrow (W16-7p) plaques should be installed at the crosswalk, and a high-visibility crosswalk marking pattern should be used”.

Each of the three marked crosswalks being studied in this evaluation are along roadways with posted speed limits of greater than 40 mph, have four or more lanes of travel and do not have pedestrian refuge islands. This indicates that enhancements such as raised median islands, traffic and/or pedestrian signals, and lighting may be appropriate to enhance pedestrian comfort using the marked crosswalks.

Page 105 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 27 ends

9.2 ENHANCEMENTS FOR CONSIDERATION
Table 9-1 provides an overview of which enhancements could be appropriate at each of the focus areas. Although Table 9-1 discusses potential enhancements at each focus area, each enhancement is not recommended at each focus area. The table is simply meant to present different options, some of which can be combined with each other or some of which could be considered in a phased approach. If the City elects to do a phased approach, these enhancements should be considered on the network level as it may impact enhancements at adjacent crossings. The reasons behind each enhancement and reasons why they may or may not be appropriate at each of the focus areas are explained in detail below. These recommendations are taken from the CA-MUTCD, the Federal Highway Administration (FHWA) “Guide for Improving Pedestrian Safety at Uncontrolled Crossing Locations”, and the NCHRP Report 562 “Improving Pedestrian Safety at Unsignalized Crossings”. MBI recognizes that each enhancement listed below has a wide range of associated costs, some of which funding may not be readily available at this time, however the City should consider these recommendations in future grant funding opportunities.

TABLE 9-1: ENHANCEMENTS FOR CONSIDERATION
Enhancements
Area 1: Hamilton
Street / Mignonette
Street
Area 2: Cartilla
Avenue
Area 3: Monte Vista
Street
Visibility Enhancements 1 1 1
Raised Crosswalk 4 4 4
Advanced Yield Signs and Line Markings 2 2 2
Curb Extensions 3 4 3
Pedestrian Refuge Island 2 4 3
Lower Speed Limit 2 4 4
Rectangular Rapid Flashing Beacon (RRFB) 4 4 4
Pedestrian Hybrid Beacon (PHB) 2 4 4
Roadway Reconfiguration 2 2 2
Notes: 1) Appropriate enhancement, already installed at area in question 2) Appropriate enhancement, City should consider implementation 3) Appropriate enhancement but requires other modifications 4) Inappropriate enhancement for area in question

Visibility Enhancements
Visibility enhancements include high visibility crosswalk markings, parking restrictions on approaches to crosswalks, crossing warning signs, and street lighting. All three of the focus areas already have all of the aforementioned visibility enhancements in place.

Raised Crosswalk
Raised crosswalks allow pedestrians to cross the street at a constant grade and provide a vertical obstruction to vehicles creating a traffic calming effect. Raised crosswalks are not recommended on arterial streets with ADTs greater than 9,000 and with speeds

Page 106 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 28 ends

greater than 30 mph. Raised crosswalks perform similarly to speed humps which are often not recommended in or in close proximity to residential areas due to noise disturbance to nearby residences. For these reasons, raised crosswalks are not recommended as an enhancement for any of the focus areas.

Advanced Yield Signs and Line Markings
Advanced yield lines and advanced “Yield Here to Pedestrian Signs” (R1-5) are typically placed 30 to 50 feet in advance of a marked crosswalk to warn drivers that pedestrians are expected to cross in this location and to serve as a reminder that drivers are required by law to yield to pedestrians in the crosswalk. The FHWA “Guide for Improving Pedestrian Safety at Uncontrolled Crossings” strongly recommends that they are considered for crossings on roads with four or more lane and with posted speed limits of 35 mph or greater. MBI recommends advanced yield signs and line markings are considered at all three of the focus areas.

EXHIBIT 9-1: R1-5 SIGN

Curb Extensions
Curb extensions extend the sidewalk or curb return into the parking lane or in this case the roadway. They are typically used in combination with a narrowing of the vehicle lanes to create a physical pinch point where drivers feel constrained and therefore create a traffic calming effect. Curb extensions also reduce the pedestrian crossing distance and improve the visibility of pedestrians waiting to cross the street by placing them more clearly in front of the driver’s visibility.

At focus areas 1 and 3, the width of Hermosa Avenue from curb face to curb face is approximately 64 feet which includes five 12- foot vehicle lanes and two feet of curb and gutter on both sides of the road. The City’s General Plan includes future Class II bike lanes along Hermosa Avenue. Therefore, curb extensions should only be considered along Hermosa Avenue in conjunction with a roadway reconfiguration which is discussed in detail below.

At focus areas 2, the width of 19th Street from curb face to curb face is approximately 64 feet which includes four 11-foot vehicle lanes, a 10-foot left turn pocket, and 5-foot Class II Bike facilities in both directions. A reduction in lane widths in this location to the minimum of 10-foot would only result in 4-foot of width to be used for the curb extension for both sides of 19th Street. This width is too small to have a noticeable impact on the cross section and is therefore not a viable enhancement in this location.

Careful consideration should also be given to introducing curb extensions where bike lanes exist and given the bike lanes are already at a minimum desirable width, they should not be reduced any further.

Pedestrian Refuge Island
With multiple lanes per direction, pedestrians feel more exposed and less safe entering the marked crosswalk. The pedestrian refuge island offers pedestrians a dedicated space to wait and gauge for gaps in traffic, one direction at a time, thereby reducing their exposure during the crossing. Additionally, refuge islands create a traffic calming effect for vehicles by physically narrowing the road. Given that Hermosa Avenue and 19th Street are four-lane facilities and vehicles operate in excess of 45 mph, the City should consider installing pedestrian refuge islands where appropriate along these corridors. Potential applications at the three focus areas are discussed below.

In all locations, vehicle tracking should be checked to ensure the refuge islands do not interfere with the turning movements at the intersections. If there is a conflict, a modified Island layout as shown in Exhibit 9-2, taken from the NACTO Urban Bikeway Design Guide could be used to minimize the impacts to vehicle tracking and potentially remove the need to relocate any of the marked crosswalks.

Page 107 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 29 ends

At focus area 1, a pedestrian refuge island should be considered given the location of the existing marked crosswalk along Hermosa Avenue in between Mignonette Street and Hamilton Street.

A pedestrian refuge island is not recommended at focus area 2 because this would require the removal of one of the existing left turn lanes. This is not recommended since the removal of a left turn could lead to rear end collisions when turning vehicles stop in the through lane to yield to oncoming traffic to make the left turn.

At focus area 3, a pedestrian refuge island should be considered to facilitate a two-stage crossing; however, there are two left turn lanes along Hermosa Avenue at the intersection similar to focus area 2. If a refuge island is being considered in this location, it is recommended to relocate the crossing approximately 250’ north to create a mid-block crossing. This relocation would allow for the implementation of a pedestrian refuge island and would also make the crossing easier for pedestrians because they would no longer have to check for vehicles turning from Monte Vista Street and would only need to check for vehicles travelling on Hermosa Avenue. Advanced warning signage, curb ramps and adequate lighting levels should be provided at the new crossing location.

Lower Speed Limit
Table 3-1 indicates that the posted speeds of 45 mph for both 19th Street and Hermosa Avenue are appropriate based on the standard practice for setting speed limits based on the 85th percentile speed. However, as described under Section 4.1 of this study, per the CVC Section 22357.1, the speed limit for Area 1 could be lowered to 25 mph based on the proximity to Hermosa Park if a City ordinance or resolution were in place. At this time, the City does not have either in place that could be used to lower the speed limit.

It should be noted that when considering lowering speed limits, often times lowering the speed limit alone is not enough to actually lead to a change in driver behavior. Lowering the speed limit changes the threshold that can be legally enforceable but this depends on an enforcement based behavioral shift. The City should consider this change in conjunction with physical changes to the geometry as discussed under the other sections to ensure that drivers will adhere to the new speed limit.

Rectangular Rapid Flashing Beacon
RRFBs are devices used to enhance the visibility of a crossing warning sign at an uncontrolled marked crosswalk. RRFBs consists of rectangular-shaped indicators that flash yellow when activated by the pedestrian. Research indicates that RRFBs are highly effective at increasing motorist yield rates to pedestrians at crosswalks however, they are most effective with speeds lower than 40 mph. The FHWA “Guide for Improving Safety at Uncontrolled Crossing Locations” recommends that PHBs should be used instead of RRFBs for locations with speeds in excess of 40 mph. Given that all three focus areas within this study have speeds greater than 40mph, other enhancements are considered a more appropriate application at this time.

Pedestrian Hybrid Beacon
PHBs are comprised of two red lights positioned over a yellow light and pedestrian signal heads positioned at the curbs. PHBs rest in a dark position until a pedestrian uses the push button to indicate they want to cross, which activates the red light to stop vehicles while pedestrians are crossing. Exhibit 9-2, taken from the Massachusetts Department of Transportation, demonstrates how PHBs operate. According to the FHWA “Guide for Improving Pedestrian Safety at Uncontrolled Crossings”, PPBs should be EXHIBIT 9-2: PEDESTRIAN REFUGE ISLAND EXAMPLE

Page 108 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 30 ends

considered for all midblock crossings where the roadway speed limits are equal to or greater than 40 mph, where there are three or more lanes and ADTs greater than 9,000.

The CA-MUTCD states that “a pedestrian hybrid beacon may be considered for installation to facilitate pedestrian crossings at a location that does not meet traffic signal warrants”. This situation applies for all three of the focus areas where the warrants for signalization are not met. However, the NCHRP 562 guidance for “Improving Pedestrian Safety at Unsignalized Crossings”, recommends that signals are only considered at locations where pedestrian volumes are greater than 20 pedestrians in the peak hour. With this in mind, a PHB is a viable enhancement at focus Area 1 but not focus Areas 2 and 3. At focus Areas 2 and 3, other physical enhancements should be considered instead.

EXHIBIT 9-2: PHB GUIDE FROM MASSACHUSETTS DEPARTMENT OF TRANSPORTATION

However, MBI would recommend
additional analysis to check for gaps
in traffic. Per the CA-MUTCD Section
4F.01 05, “if gaps in traffic are not
adequate to permit pedestrians to
cross, or if the speed for vehicles
approaching on the major street is too
high to permit pedestrians to cross, or
if pedestrian delay is excessive, the
need for a pedestrian hybrid beacon
should be considered on the basis of
an engineering study that considers
major-street volumes, speeds, widths
and gaps in conjunction with pedestrian volumes, walking speeds, and delay.” This analysis should be undertaken before recommending the installation of PHBs at focus Area 1.

Roadway Reconfiguration
Table 9-2 below is taken from the City’s General Plan, updated in 2021, which shows the Roadway Level of Service Criteria.

TABLE 9-2: ROADWAY LEVEL OF SERVICE CRITERIA
Roadway Type LOS C LOS D LOS E
2-Lane Collector 10,000 13,000 15,000
4-Lane Collector 18,000 20,200 23,200
2-Lane Arterial 9,700 17,600 18,700
4-Lane Arterial, Undivided 17,500 27,400 28,900
4-Lane Arterial Divided 19,200 35,400 37,400
Note: 1) LOS = Level of Service

Based on this guidance, both Hermosa Avenue (approximately 11,000 ADT) and 19th Street (approximately 9,000 ADT) are viable candidates for a roadway reconfiguration project to reduce the facility to a two-lane roadway. Reducing the number of vehicle lanes would greatly enhance the safety of the crossings as the crossing distances could be reduced by up to 25 feet. Additionally,

Page 109 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 31 ends

this would eliminate the visibility issue that can occur when there are two lanes approaching a crossing location when a vehicle yielding to a pedestrian in the crosswalk potentially blocks the sight triangle of another vehicle approaching the crossing. A narrower cross section would also create a traffic calming effect for vehicles potentially reducing the observed speeds. Bicycle facilities along Hermosa Avenue and 19th Street should be considered with the implementation of a roadway reconfiguration project.

Additional traffic analysis should be conducted to evaluate the impacts of a roadway reconfiguration along Hermosa Avenue and at any major cross street intersections.

Page 110 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 32 ends

10 CONCLUSIONS
In conclusion, MBI’s analysis results for the study of the three existing marked pedestrian crosswalks indicate that there is a demand for these crosswalks and that the crosswalks do not meet the current best-practice guidelines for uncontrolled marked pedestrian crossings. The historical crash data review does not indicate a trend of collisions involving pedestrians or bicyclists related to existing geometric deficiencies. Various enhancements are included in the recommendations section that should be considered by the City to improve pedestrian comfort using the marked crosswalks, it should be noted however that these recommendations are not all intended for use simultaneously or in the same focus area. Table 10-1 summarizes the recommended implementation plan of enhancements discussed in Section 9.2 While implementation is often governed by available funding, this table provides a potential roadmap for consideration. In the short term, Advanced Yield Signs and Line Markings are recommended for implementation at all three crossings given the existing usage levels. Additional physical improvements including Pedestrian Refuge Islands are shown as potential medium term improvements and Roadway Reconfiguration projects are shown as potential long term improvements.

TABLE 10-1: RECOMMENDED IMPLEMENTATION PLAN

In addition to the physical improvements listed in the implementation plan above, it is recommended that the City develop and adopt a policy for evaluating uncontrolled marked crosswalk locations. Exhibit 10-1, taken from the FHWA “Guide for Improving Pedestrian Safety at Unsignalized Crossing Locations“ demonstrates a procedure the City could implement which will ensure that all locations within the City are reviewed from an objective perspective. This would also result in a comprehensive list of opportunities that the City could pursue with future grant funding applications.

Location
Enhancement Implementation Plan
Short Term Medium Term Long Term
Area 1:

Hamilton
Street /
Mignonette
Street
S1.1 – Implement Advanced Yield
Signs and Line Markings

S1.2 – Explore
Ordinance/Resolution to Lower
Speed Limit per CVC
M1.1 – Construct Pedestrian
Refuge Island

M1.2 – Install a Pedestrian Hybrid
Beacon
L1.1 – Construct Curb Extensions

L1.2 – Further Study / Implement
Roadway Reconfiguration
Area 2:

Cartilla
Avenue
S2.1 – Implement Advanced Yield
Signs and Line Markings None Identified L2.1 – Further Study / Implement Roadway Reconfiguration
Area 3:

Monte Vista
Street
S3.1 – Implement Advanced Yield
Signs and Line Markings
M3.1 – Relocate Crossing and
Construct Pedestrian Refuge Island
L3.1 – Construct Curb Extensions

L3.2 – Further Study / Implement
Roadway Reconfiguration

Page 111 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Page 33 ends

EXHIBIT 10-1: PROCEDURE FOR EVALUATING UNCONTROLLED PEDESTRIAN CROSSING LOCATIONS

Page 112 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Appendix A:

Traffic Count Data

Page 113 ends

Location: Date: 9/27/2022
N/S: Day: Tuesday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
1 1 0 0 1 1
0 0 1 1 1 1
2 1 0 0 2 1
0 0 1 1 1 1
6 2 1 1 7 3
9 4 8 3 17 7
0 0 4 3 4 3
1 1 0 0 1 1
0 0 0 0 0 0
2 1 0 0 2 1
0 0 0 0 0 0
0 0 0 0 0 0
3 2 1 1 4 3
0 0 0 0 0 0
2 2 1 1 3 3
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
5 2 0 0 5 2
1 1 8 4 9 5
0 0 2 1 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 1 0 0 2 1
2 1 3 1 5 2
3 3 1 1 4 4
0 0 2 1 2 1
0 0 2 1 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
39 22 36 21 75 43
6:45 PM
6:00 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Crosswalk - North Leg
Eastbound Westbound TOTAL

PEDESTRIANS
6:15 AM
6:30 AM
6:45 AM
3:00 PM
3:15 PM
7:45 AM
7:00 AM
7:15 AM
7:30 AM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
11:15 AM
11:30 AM
11:00 AM
11:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
9:00 PM
9:15 PM
9:30 PM
9:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
8:30 PM
8:45 PM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
12:15 PM
1:15 PM
12:30 PM
12:45 PM
1:00 PM
12:00 PM
3:30 PM
3:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 114 ends

Location: Date: 9/27/2022
N/S: Day: Tuesday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
6:30 PM
6:45 PM
7:00 PM
9:30 PM
9:45 PM
TOTAL VOLUMES:
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
11:45 AM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM

BICYCLES
Crosswalk - North Leg
Eastbound Westbound TOTAL
6:00 AM
6:15 AM
6:30 AM
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 115 ends

Location: Date: 9/29/2022
N/S: Day: Thursday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
3 2 1 1 4 3
5 2 0 0 5 2
10 2 1 1 11 3
0 0 1 1 1 1
0 0 0 0 0 0
0 0 3 2 3 2
0 0 0 0 0 0
2 1 0 0 2 1
0 0 1 1 1 1
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 2 0 0 2 2
0 0 2 1 2 1
0 0 0 0 0 0
5 5 0 0 5 5
1 1 13 5 14 6
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 1 1 1 1
2 1 0 0 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 3 2 3 2
5 2 0 0 5 2
0 0 0 0 0 0
1 1 2 1 3 2
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
40 23 31 19 71 42
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM

PEDESTRIANS
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound Westbound TOTAL
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 116 ends

Location: Date: 9/29/2022
N/S: Day: Thursday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM
Westbound TOTAL

BICYCLES
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 117 ends

Location: Date: 9/24/2022
N/S: Day: Saturday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
2 1 0 0 2 1
0 0 2 1 2 1
3 1 0 0 3 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 1 0 0 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 1 0 0 2 1
0 0 2 1 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
4 2 0 0 4 2
0 0 0 0 0 0
0 0 4 2 4 2
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
4 1 0 0 4 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 4 1 5 2
0 0 0 0 0 0
5 3 0 0 5 3
0 0 5 2 5 2
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
26 14 19 9 45 23
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM

PEDESTRIANS
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound Westbound TOTAL
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 118 ends

Location: Date: 9/24/2022
N/S: Day: Saturday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM
Westbound TOTAL

BICYCLES
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 119 ends

Location: Date: 9/27/2022
N/S: Day: Tuesday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
3 1 0 0 3 1
0 0 0 0 0 0
0 0 2 1 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
5 3 3 2 8 5
6:45 PM
6:00 AM
Rancho Cucamonga
Hermosa Avenue
Monte Vista Street
Crosswalk - North Leg
Eastbound Westbound TOTAL

PO Box 1178
Corona, CA 92878
951-268-6268

Page 120 ends

Location: Date: 9/27/2022
N/S: Day: Tuesday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 2 2 2 2
6:30 PM
6:45 PM
7:00 PM
9:30 PM
9:45 PM
TOTAL VOLUMES:
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
11:45 AM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM

BICYCLES
Crosswalk - North Leg
Eastbound Westbound TOTAL
6:00 AM
6:15 AM
6:30 AM
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Monte Vista Street
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 121 ends

Location: Date: 9/29/2022
N/S: Day: Thursday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
1 1 0 0 1 1
0 0 2 1 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 2 0 0 2 2
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
8 8 6 5 14 13
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM

PEDESTRIANS
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Monte Vista Street
Eastbound Westbound TOTAL
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 122 ends

Location: Date: 9/29/2022
N/S: Day: Thursday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 2 2 3 3
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM
Westbound TOTAL

BICYCLES
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Monte Vista Street
Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 123 ends

Location: Date: 9/24/2022
N/S: Day: Saturday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 1 1 2 2
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 1 1 2 2
0 0 0 0 0 0
0 0 3 2 3 2
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 1 0 0 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
7 6 6 5 13 11
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM

PEDESTRIANS
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Monte Vista Street
Eastbound Westbound TOTAL
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 124 ends

Location: Date: 9/24/2022
N/S: Day: Saturday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 2 2 2 2
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM
Westbound TOTAL

BICYCLES
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Monte Vista Street
Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 125 ends

Location: Date: 9/27/2022
N/S: Day: Tuesday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 3 2 3 2
0 0 2 1 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
2 1 0 0 2 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 1 1 2 2
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
5 4 10 8 15 12
8:30 PM
8:45 PM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
12:15 PM
1:15 PM
12:30 PM
12:45 PM
1:00 PM
12:00 PM
3:30 PM
3:45 PM
7:00 PM
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
TOTAL VOLUMES:
8:00 AM
8:15 AM
8:30 AM
8:45 AM
11:15 AM
11:30 AM
11:00 AM
11:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
9:00 PM
9:15 PM
9:30 PM
9:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
6:15 AM
6:30 AM
6:45 AM
3:00 PM
3:15 PM
7:45 AM
7:00 AM
7:15 AM
7:30 AM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
6:00 AM
Rancho Cucamonga
Cartilla Avenue
19th Street
Crosswalk - West Leg
Northbound Southbound TOTAL

PEDESTRIANS
6:45 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 126 ends

Location: Date: 9/27/2022
N/S: Day: Tuesday
E/W: Weather: Clear
Individual Bikes Groups of Bikes Individual Bikes Group of Bikes Individual Bikes Group of Bikes 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 2 2 3 3
Rancho Cucamonga
Cartilla Avenue
19th Street
7:00 AM
7:15 AM
7:30 AM
7:45 AM
8:00 AM
8:15 AM
8:30 AM
8:45 AM
9:00 AM
9:15 AM
9:30 AM
9:45 AM
10:00 AM
10:15 AM
10:30 AM
10:45 AM
11:00 AM
11:15 AM
11:30 AM

BICYCLES
Crosswalk - West Leg
Northbound Southbound TOTAL
6:00 AM
6:15 AM
6:30 AM
6:45 AM
11:45 AM
12:00 PM
12:15 PM
12:30 PM
12:45 PM
1:00 PM
1:15 PM
1:30 PM
1:45 PM
2:00 PM
2:15 PM
2:30 PM
2:45 PM
3:00 PM
3:15 PM
3:30 PM
3:45 PM
4:00 PM
4:15 PM
4:30 PM
4:45 PM
5:00 PM
5:15 PM
5:30 PM
5:45 PM
6:00 PM
6:15 PM
6:30 PM
6:45 PM
7:00 PM
9:30 PM
9:45 PM
TOTAL VOLUMES:
7:15 PM
7:30 PM
7:45 PM
8:00 PM
8:15 PM
8:30 PM
8:45 PM
9:00 PM
9:15 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 127 ends

Location: Date: 9/29/2022
N/S: Day: Thursday
E/W: Weather: Clear
Individual Peds Groups of Peds Individual Peds Group of Peds Individual Peds Group of Peds 0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
2 1 0 0 2 1
0 0 3 2 3 2
0 0 0 0 0 0
1 1 2 1 3 2
1 1 1 1 2 2
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 1 1 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 2 2 2 2
3 2 0 0 3 2
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
1 1 0 0 1 1
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
0 0 0 0 0 0
8 6 11 9 19 15
Rancho Cucamonga
Cartilla Avenue
19th Street
Northbound Southbound TOTAL

PEDESTRIANS
Crosswalk - West Leg
6:45 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 128 ends

BICYCLES
Crosswalk - West Leg
6:45 AM
7:00 AM
7:15 AM
6:00 AM
6:15 AM
6:30 AM
8:15 AM
8:30 AM
8:45 AM
7:30 AM
7:45 AM
8:00 AM
9:45 AM
10:00 AM
10:15 AM
9:00 AM
9:15 AM
9:30 AM
11:15 AM
11:30 AM
11:45 AM
10:30 AM
10:45 AM
11:00 AM
12:45 PM
1:00 PM
1:15 PM
12:00 PM
12:15 PM
12:30 PM
2:15 PM
2:30 PM
2:45 PM
1:30 PM
1:45 PM
2:00 PM
3:45 PM
4:00 PM
4:15 PM
3:00 PM
3:15 PM
3:30 PM
5:15 PM
5:30 PM
5:45 PM
4:30 PM
4:45 PM
5:00 PM
6:45 PM
7:00 PM
7:15 PM
6:00 PM
6:15 PM
6:30 PM
8:15 PM
8:30 PM
8:45 PM
7:30 PM
7:45 PM
8:00 PM
9:45 PM
TOTAL VOLUMES:
9:00 PM
9:15 PM
9:30 PM
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 129 ends

PO Box 1178
Corona, CA 92878
951-268-6268

Page 130 ends

PO Box 1178
Corona, CA 92878
951-268-6268

Page 131 ends

PO Box 1178
Corona, CA 92878
951-268-6268

Page 132 ends

PO Box 1178
Corona, CA 92878
951-268-6268

Page 133 ends

PEDESTRIANS
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound Westbound TOTAL
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 134 ends

BICYCLES
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 135 ends

PEDESTRIANS
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound Westbound TOTAL
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 136 ends

BICYCLES
Crosswalk - North Leg
6:45 AM
Rancho Cucamonga
Hermosa Avenue
Mignonette Street
Eastbound
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
951-268-6268

Page 137 ends

Page 1 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Eastbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 0 0 1 3 7 5 4 0 1 0 0 0 0 21
01:00 0 0 0 0 1 2 2 0 2 0 0 0 0 0 7
02:00 0 0 0 2 0 0 2 1 1 0 0 0 0 0 6
03:00 0 0 0 0 2 3 6 1 1 1 0 0 0 0 14
04:00 0 0 0 2 3 7 7 7 3 1 0 0 0 0 30
05:00 0 0 0 2 2 7 10 8 3 0 0 0 0 0 32
06:00 1 0 1 3 7 12 41 25 5 2 0 0 0 0 97
07:00 0 4 3 10 23 51 84 53 17 1 0 0 0 0 246
08:00 3 8 3 7 23 79 116 70 15 5 0 0 0 0 329
09:00 0 0 1 6 20 49 66 29 6 3 1 0 0 0 181
10:00 0 1 0 1 13 47 78 36 10 1 0 0 0 0 187
11:00 0 0 1 4 20 41 61 35 9 2 0 0 0 1 174
12 PM 1 0 2 6 17 63 67 46 9 0 0 0 0 0 211
13:00 2 1 2 5 12 71 81 53 14 4 0 0 1 0 246
14:00 1 0 1 5 19 77 121 38 11 2 1 0 0 0 276
15:00 1 1 0 7 48 111 165 78 16 4 0 1 0 0 432
16:00 8 0 1 6 31 128 189 70 27 5 3 0 0 0 468
17:00 3 1 3 7 49 168 187 90 19 4 6 0 0 0 537
18:00 5 0 2 3 40 140 154 48 15 2 1 0 0 0 410
19:00 2 0 3 10 42 66 65 25 2 1 1 0 0 0 217
20:00 0 0 2 6 22 43 61 17 0 1 0 0 0 0 152
21:00 0 1 0 9 11 26 35 11 2 0 0 0 1 1 97
22:00 0 0 0 1 10 16 12 8 1 1 0 0 0 0 49
23:00 0 0 0 0 6 7 10 4 5 0 0 0 0 0 32
Total 27 17 25 103 424 1221 1625 757 193 41 13 1 2 2 4451

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 47 MPH
95th Percentile : 50 MPH

Statistics Mean Speed(Average) : 41 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 2846
Percent in Pace : 63.9%
Number of Vehicles > 55 MPH : 59
Percent of Vehicles > 55 MPH : 1.3%

Page 138 ends

Page 2 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Eastbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 1 7 5 4 0 0 0 0 0 0 17
01:00 0 0 1 0 1 2 3 0 0 0 0 0 0 0 7
02:00 0 0 0 0 0 2 4 3 1 0 0 0 0 0 10
03:00 0 0 0 0 2 1 2 4 0 0 0 0 0 0 9
04:00 0 0 0 1 1 10 8 7 2 0 0 0 0 0 29
05:00 0 0 0 1 7 6 19 9 6 3 0 0 1 0 52
06:00 2 0 3 6 2 23 32 21 9 2 0 1 0 0 101
07:00 1 2 0 7 19 63 76 52 19 1 2 0 0 0 242
08:00 2 1 0 7 21 73 117 56 23 6 0 0 0 0 306
09:00 0 1 2 8 20 37 59 30 9 1 0 0 0 0 167
10:00 0 0 2 6 22 54 70 40 7 2 2 0 0 0 205
11:00 0 2 3 3 18 36 62 33 10 0 1 0 0 0 168
12 PM 9 0 0 5 14 54 89 57 19 1 0 0 0 0 248
13:00 1 0 0 9 35 101 120 51 16 0 0 0 0 0 333
14:00 3 0 0 5 16 66 122 49 16 3 1 0 0 0 281
15:00 2 0 1 2 20 123 158 81 27 6 1 0 0 0 421
16:00 5 0 2 4 39 139 199 89 25 6 3 0 0 0 511
17:00 12 0 0 21 50 213 215 90 19 2 1 0 0 0 623
18:00 5 0 3 12 44 147 184 62 19 3 0 0 0 0 479
19:00 1 0 1 8 21 65 84 27 10 3 0 0 0 0 220
20:00 1 1 0 7 21 45 37 14 6 2 0 0 0 0 134
21:00 0 0 3 2 7 20 33 14 5 1 0 0 0 0 85
22:00 0 0 0 2 15 14 19 9 3 0 0 0 0 0 62
23:00 0 1 1 3 4 7 8 9 2 0 0 0 0 0 35
Total 44 8 22 119 400 1308 1725 811 253 42 11 1 1 0 4745

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 47 MPH
95th Percentile : 51 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3033
Percent in Pace : 63.9%
Number of Vehicles > 55 MPH : 55
Percent of Vehicles > 55 MPH : 1.2%

Page 139 ends

Page 3 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Eastbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 0 4 3 6 7 4 3 1 0 0 0 0 28
01:00 1 0 1 0 2 5 3 1 0 0 0 0 0 0 13
02:00 0 0 0 1 2 2 2 1 0 1 0 0 0 0 9
03:00 0 0 1 0 3 2 6 2 1 0 0 0 0 0 15
04:00 0 0 0 0 0 2 10 7 2 0 0 0 0 0 21
05:00 0 0 0 3 5 9 10 13 7 0 0 0 0 0 47
06:00 0 0 2 0 7 26 39 17 10 1 1 0 0 0 103
07:00 0 1 1 5 16 42 91 57 20 2 0 0 0 0 235
08:00 3 15 2 14 26 78 116 61 15 3 2 0 0 0 335
09:00 0 2 0 4 14 32 75 30 9 2 2 0 0 0 170
10:00 1 0 1 5 16 50 66 31 16 1 0 0 0 0 187
11:00 1 0 0 7 24 51 60 41 17 1 1 0 0 0 203
12 PM 0 0 1 5 25 52 68 49 11 2 0 0 0 0 213
13:00 2 0 2 8 9 78 75 46 16 5 3 0 0 0 244
14:00 2 0 4 3 25 74 104 71 16 3 0 0 0 0 302
15:00 2 1 1 6 33 131 184 77 23 5 0 1 0 0 464
16:00 5 0 0 6 54 148 189 87 30 3 0 1 1 1 525
17:00 13 1 1 4 50 176 215 77 15 3 0 0 0 0 555
18:00 8 7 3 10 54 171 159 57 14 1 0 0 0 0 484
19:00 1 0 4 6 40 111 96 33 15 1 0 0 0 0 307
20:00 0 0 1 6 19 58 46 19 7 0 0 0 0 0 156
21:00 0 0 0 2 11 26 29 14 6 0 1 0 0 0 89
22:00 0 0 0 2 19 12 25 9 3 0 0 0 0 0 70
23:00 0 0 0 0 3 8 11 8 2 1 1 0 0 0 34
Total 39 27 25 101 460 1350 1686 812 258 36 11 2 1 1 4809

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 47 MPH
95th Percentile : 51 MPH

Statistics Mean Speed(Average) : 41 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3036
Percent in Pace : 63.1%
Number of Vehicles > 55 MPH : 51
Percent of Vehicles > 55 MPH : 1.1%

Page 140 ends

Page 4 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 0 1 0 2 3 2 3 3 0 0 0 0 0 14
01:00 1 0 0 1 3 3 3 2 3 0 0 0 0 0 16
02:00 0 0 0 1 1 2 5 1 2 0 0 0 0 0 12
03:00 1 0 0 1 0 2 0 3 1 1 0 0 0 0 9
04:00 0 0 1 2 1 6 3 3 1 0 0 0 0 0 17
05:00 0 0 1 5 7 9 13 14 5 2 0 0 0 0 56
06:00 2 0 0 6 11 30 40 31 10 2 0 0 0 0 132
07:00 1 1 0 4 23 44 110 83 38 8 0 0 0 0 312
08:00 3 0 1 4 35 54 144 117 34 9 2 0 0 0 403
09:00 3 1 1 10 29 72 133 88 33 5 1 1 0 0 377
10:00 3 0 0 2 18 44 120 77 29 5 2 0 0 0 300
11:00 6 1 1 2 22 79 137 103 21 4 1 1 0 0 378
12 PM 0 1 2 8 28 95 153 90 24 4 0 0 0 0 405
13:00 3 0 0 4 19 65 148 87 20 9 2 0 1 0 358
14:00 0 0 0 5 23 45 110 60 20 4 1 0 0 0 268
15:00 2 0 1 5 25 56 95 57 16 9 0 1 0 0 267
16:00 2 0 0 6 17 36 103 84 31 2 1 0 0 0 282
17:00 1 0 1 6 20 50 107 79 20 8 2 0 0 0 294
18:00 2 1 0 8 18 38 69 40 21 2 1 0 1 0 201
19:00 2 0 1 8 17 48 52 21 8 1 1 1 0 0 160
20:00 0 0 1 6 12 41 51 25 3 1 2 0 0 0 142
21:00 1 0 0 8 15 23 26 11 1 6 0 0 0 0 91
22:00 0 0 1 2 6 7 13 12 6 1 0 0 0 0 48
23:00 0 0 0 0 3 11 10 9 1 0 1 0 0 0 35
Total 33 5 13 104 355 863 1647 1100 351 83 17 4 2 0 4577

Daily 15th Percentile : 36 MPH
50th Percentile : 42 MPH
85th Percentile : 48 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 43 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 2747
Percent in Pace : 60.0%
Number of Vehicles > 55 MPH : 106
Percent of Vehicles > 55 MPH : 2.3%

Page 141 ends

Page 5 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 3 1 2 3 2 1 0 0 0 0 12
01:00 0 0 2 1 1 4 2 0 1 0 0 0 0 0 11
02:00 0 0 0 0 2 0 4 1 2 1 0 0 0 0 10
03:00 0 0 0 2 2 2 4 2 0 0 0 0 0 0 12
04:00 0 0 1 1 1 3 3 3 2 0 0 1 0 0 15
05:00 1 0 1 7 6 16 14 15 7 1 0 0 0 0 68
06:00 3 0 0 7 7 31 53 29 24 2 0 0 0 0 156
07:00 2 0 1 7 23 41 101 90 28 5 2 0 0 0 300
08:00 6 0 0 6 35 61 126 73 34 4 0 1 0 0 346
09:00 0 2 2 2 12 28 61 40 13 0 1 0 0 0 161
10:00 2 0 1 6 14 44 53 26 7 0 1 0 0 0 154
11:00 5 1 1 3 10 37 71 50 10 1 0 0 0 0 189
12 PM 4 1 2 7 22 50 61 52 8 4 0 0 0 0 211
13:00 1 0 1 12 24 52 97 59 15 3 1 1 0 0 266
14:00 0 0 1 5 21 46 81 53 13 5 2 1 0 0 228
15:00 1 1 0 7 19 38 86 75 18 6 0 2 0 0 253
16:00 3 1 0 3 18 34 111 80 22 3 0 0 0 0 275
17:00 2 0 0 5 23 46 89 73 15 5 0 1 0 0 259
18:00 3 0 0 7 17 50 97 39 12 1 0 0 0 0 226
19:00 2 0 3 8 12 31 66 16 9 1 1 0 0 0 149
20:00 2 0 0 9 17 42 50 28 10 3 0 0 0 0 161
21:00 0 0 2 5 9 19 33 15 6 1 1 1 0 0 92
22:00 0 0 0 2 6 9 19 7 5 3 0 1 0 0 52
23:00 0 0 0 1 5 11 8 13 3 0 0 0 0 0 41
Total 37 6 18 113 309 696 1292 842 266 50 9 9 0 0 3647

Daily 15th Percentile : 35 MPH
50th Percentile : 42 MPH
85th Percentile : 48 MPH
95th Percentile : 52 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 2134
Percent in Pace : 58.5%
Number of Vehicles > 55 MPH : 68
Percent of Vehicles > 55 MPH : 1.9%

Page 142 ends

Page 6 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 0 3 3 4 4 4 3 0 0 0 0 0 21
01:00 0 0 0 2 2 2 0 2 0 0 0 0 0 0 8
02:00 0 0 0 1 1 5 5 1 1 0 0 0 0 0 14
03:00 0 0 0 1 0 3 3 3 2 0 0 0 0 0 12
04:00 0 0 1 3 0 1 7 6 2 0 0 0 0 0 20
05:00 0 0 1 5 8 16 16 12 3 1 0 0 0 0 62
06:00 0 0 3 4 17 21 29 24 6 2 0 1 0 0 107
07:00 1 3 1 5 25 58 103 75 19 4 0 0 0 0 294
08:00 4 0 0 11 21 61 91 72 20 3 0 0 0 0 283
09:00 0 0 0 6 14 32 71 45 10 6 1 0 0 0 185
10:00 2 0 1 5 17 40 73 36 10 2 0 0 0 0 186
11:00 3 0 0 6 16 39 64 38 4 3 0 0 0 0 173
12 PM 2 1 1 11 16 37 77 48 16 4 1 0 0 1 215
13:00 0 1 0 8 15 34 75 41 20 2 0 0 0 0 196
14:00 2 0 1 2 19 40 79 63 21 6 0 0 0 0 233
15:00 3 2 0 10 27 42 85 71 17 4 2 1 0 0 264
16:00 0 0 0 2 21 38 75 62 27 10 1 1 0 0 237
17:00 8 1 0 7 16 42 97 73 28 3 2 0 0 0 277
18:00 3 1 0 3 34 51 64 35 16 1 0 0 0 0 208
19:00 3 0 1 3 19 34 46 20 9 1 1 0 0 1 138
20:00 1 0 1 2 9 51 44 31 8 0 1 0 0 0 148
21:00 1 0 0 4 9 19 32 17 5 0 1 0 0 0 88
22:00 0 0 1 4 3 12 24 9 3 2 1 0 0 0 59
23:00 0 0 0 0 4 6 8 4 6 0 0 0 0 0 28
Total 33 9 12 108 316 688 1172 792 256 54 11 3 0 2 3456

Daily 15th Percentile : 35 MPH
50th Percentile : 42 MPH
85th Percentile : 48 MPH
95th Percentile : 52 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 1964
Percent in Pace : 56.8%
Number of Vehicles > 55 MPH : 70
Percent of Vehicles > 55 MPH : 2.0%

Page 143 ends

Page 7 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Eastbound, Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 0 1 1 5 10 7 7 3 1 0 0 0 0 35
01:00 1 0 0 1 4 5 5 2 5 0 0 0 0 0 23
02:00 0 0 0 3 1 2 7 2 3 0 0 0 0 0 18
03:00 1 0 0 1 2 5 6 4 2 2 0 0 0 0 23
04:00 0 0 1 4 4 13 10 10 4 1 0 0 0 0 47
05:00 0 0 1 7 9 16 23 22 8 2 0 0 0 0 88
06:00 3 0 1 9 18 42 81 56 15 4 0 0 0 0 229
07:00 1 5 3 14 46 95 194 136 55 9 0 0 0 0 558
08:00 6 8 4 11 58 133 260 187 49 14 2 0 0 0 732
09:00 3 1 2 16 49 121 199 117 39 8 2 1 0 0 558
10:00 3 1 0 3 31 91 198 113 39 6 2 0 0 0 487
11:00 6 1 2 6 42 120 198 138 30 6 1 1 0 1 552
12 PM 1 1 4 14 45 158 220 136 33 4 0 0 0 0 616
13:00 5 1 2 9 31 136 229 140 34 13 2 0 2 0 604
14:00 1 0 1 10 42 122 231 98 31 6 2 0 0 0 544
15:00 3 1 1 12 73 167 260 135 32 13 0 2 0 0 699
16:00 10 0 1 12 48 164 292 154 58 7 4 0 0 0 750
17:00 4 1 4 13 69 218 294 169 39 12 8 0 0 0 831
18:00 7 1 2 11 58 178 223 88 36 4 2 0 1 0 611
19:00 4 0 4 18 59 114 117 46 10 2 2 1 0 0 377
20:00 0 0 3 12 34 84 112 42 3 2 2 0 0 0 294
21:00 1 1 0 17 26 49 61 22 3 6 0 0 1 1 188
22:00 0 0 1 3 16 23 25 20 7 2 0 0 0 0 97
23:00 0 0 0 0 9 18 20 13 6 0 1 0 0 0 67
Total 60 22 38 207 779 2084 3272 1857 544 124 30 5 4 2 9028

Daily 15th Percentile : 35 MPH
50th Percentile : 42 MPH
85th Percentile : 48 MPH
95th Percentile : 52 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 5356
Percent in Pace : 59.3%
Number of Vehicles > 55 MPH : 165
Percent of Vehicles > 55 MPH : 1.8%

Page 144 ends

Page 8 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Eastbound, Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 4 8 7 7 2 1 0 0 0 0 29
01:00 0 0 3 1 2 6 5 0 1 0 0 0 0 0 18
02:00 0 0 0 0 2 2 8 4 3 1 0 0 0 0 20
03:00 0 0 0 2 4 3 6 6 0 0 0 0 0 0 21
04:00 0 0 1 2 2 13 11 10 4 0 0 1 0 0 44
05:00 1 0 1 8 13 22 33 24 13 4 0 0 1 0 120
06:00 5 0 3 13 9 54 85 50 33 4 0 1 0 0 257
07:00 3 2 1 14 42 104 177 142 47 6 4 0 0 0 542
08:00 8 1 0 13 56 134 243 129 57 10 0 1 0 0 652
09:00 0 3 4 10 32 65 120 70 22 1 1 0 0 0 328
10:00 2 0 3 12 36 98 123 66 14 2 3 0 0 0 359
11:00 5 3 4 6 28 73 133 83 20 1 1 0 0 0 357
12 PM 13 1 2 12 36 104 150 109 27 5 0 0 0 0 459
13:00 2 0 1 21 59 153 217 110 31 3 1 1 0 0 599
14:00 3 0 1 10 37 112 203 102 29 8 3 1 0 0 509
15:00 3 1 1 9 39 161 244 156 45 12 1 2 0 0 674
16:00 8 1 2 7 57 173 310 169 47 9 3 0 0 0 786
17:00 14 0 0 26 73 259 304 163 34 7 1 1 0 0 882
18:00 8 0 3 19 61 197 281 101 31 4 0 0 0 0 705
19:00 3 0 4 16 33 96 150 43 19 4 1 0 0 0 369
20:00 3 1 0 16 38 87 87 42 16 5 0 0 0 0 295
21:00 0 0 5 7 16 39 66 29 11 2 1 1 0 0 177
22:00 0 0 0 4 21 23 38 16 8 3 0 1 0 0 114
23:00 0 1 1 4 9 18 16 22 5 0 0 0 0 0 76
Total 81 14 40 232 709 2004 3017 1653 519 92 20 10 1 0 8392

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 48 MPH
95th Percentile : 52 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 5021
Percent in Pace : 59.8%
Number of Vehicles > 55 MPH : 123
Percent of Vehicles > 55 MPH : 1.5%

Page 145 ends

Page 9 ends

City of Rancho Cucamonga
19th Street
B/ Cartilla Avenue - Mayberry Avenue
24 Hour Directional Speed Survey

RNC004
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Eastbound, Westbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 0 7 6 10 11 8 6 1 0 0 0 0 49
01:00 1 0 1 2 4 7 3 3 0 0 0 0 0 0 21
02:00 0 0 0 2 3 7 7 2 1 1 0 0 0 0 23
03:00 0 0 1 1 3 5 9 5 3 0 0 0 0 0 27
04:00 0 0 1 3 0 3 17 13 4 0 0 0 0 0 41
05:00 0 0 1 8 13 25 26 25 10 1 0 0 0 0 109
06:00 0 0 5 4 24 47 68 41 16 3 1 1 0 0 210
07:00 1 4 2 10 41 100 194 132 39 6 0 0 0 0 529
08:00 7 15 2 25 47 139 207 133 35 6 2 0 0 0 618
09:00 0 2 0 10 28 64 146 75 19 8 3 0 0 0 355
10:00 3 0 2 10 33 90 139 67 26 3 0 0 0 0 373
11:00 4 0 0 13 40 90 124 79 21 4 1 0 0 0 376
12 PM 2 1 2 16 41 89 145 97 27 6 1 0 0 1 428
13:00 2 1 2 16 24 112 150 87 36 7 3 0 0 0 440
14:00 4 0 5 5 44 114 183 134 37 9 0 0 0 0 535
15:00 5 3 1 16 60 173 269 148 40 9 2 2 0 0 728
16:00 5 0 0 8 75 186 264 149 57 13 1 2 1 1 762
17:00 21 2 1 11 66 218 312 150 43 6 2 0 0 0 832
18:00 11 8 3 13 88 222 223 92 30 2 0 0 0 0 692
19:00 4 0 5 9 59 145 142 53 24 2 1 0 0 1 445
20:00 1 0 2 8 28 109 90 50 15 0 1 0 0 0 304
21:00 1 0 0 6 20 45 61 31 11 0 2 0 0 0 177
22:00 0 0 1 6 22 24 49 18 6 2 1 0 0 0 129
23:00 0 0 0 0 7 14 19 12 8 1 1 0 0 0 62
Total 72 36 37 209 776 2038 2858 1604 514 90 22 5 1 3 8265

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 48 MPH
95th Percentile : 52 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 4896
Percent in Pace : 59.2%
Number of Vehicles > 55 MPH : 121
Percent of Vehicles > 55 MPH : 1.5%

Page 146 ends

Page 1 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 3 2 0 1 7 9 2 0 0 0 0 0 0 0 24
01:00 1 1 0 2 5 5 1 1 0 0 0 0 0 0 16
02:00 1 1 0 3 4 4 2 0 0 0 0 0 0 0 15
03:00 1 0 0 0 1 5 1 2 0 0 0 0 0 0 10
04:00 4 1 0 0 9 22 13 10 0 1 0 0 0 0 60
05:00 6 4 0 0 15 46 22 8 2 1 0 0 0 0 104
06:00 19 4 1 6 31 59 44 20 4 1 0 0 0 0 189
07:00 47 31 16 48 93 109 88 25 6 1 0 0 0 0 464
08:00 61 59 18 40 84 99 53 17 3 0 0 0 0 0 434
09:00 22 7 7 16 44 93 76 23 5 3 1 0 0 0 297
10:00 22 10 8 13 38 92 57 18 7 1 1 0 0 0 267
11:00 13 9 4 15 51 83 64 20 5 1 0 1 0 0 266
12 PM 16 23 7 11 75 114 65 32 5 0 1 0 0 0 349
13:00 23 14 4 25 55 98 91 32 10 1 1 0 0 0 354
14:00 30 52 20 26 81 122 73 31 7 1 0 0 0 0 443
15:00 55 25 23 28 95 125 92 30 5 1 0 0 0 0 479
16:00 30 18 17 58 108 147 117 35 17 0 0 0 0 0 547
17:00 28 17 14 47 152 160 115 46 9 0 0 0 0 0 588
18:00 25 18 4 33 92 138 86 20 9 0 0 0 0 0 425
19:00 7 3 3 31 84 91 31 5 2 0 0 0 0 0 257
20:00 4 4 5 21 43 72 37 4 2 0 0 0 0 0 192
21:00 8 2 3 12 31 42 23 4 0 0 0 0 0 0 125
22:00 2 0 1 4 16 21 11 2 1 1 0 0 0 0 59
23:00 3 2 1 1 10 13 8 2 1 0 0 0 0 0 41
Total 431 307 156 441 1224 1769 1172 387 100 13 4 1 0 0 6005

Daily 15th Percentile : 25 MPH
50th Percentile : 36 MPH
85th Percentile : 43 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 35 MPH
10 MPH Pace Speed : 31-40 MPH
Number in Pace : 2993
Percent in Pace : 49.8%
Number of Vehicles > 55 MPH : 18
Percent of Vehicles > 55 MPH : 0.3%

Page 147 ends

Page 2 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 1 0 0 7 8 6 1 1 0 0 0 0 0 24
01:00 3 3 1 3 2 5 2 0 1 0 0 0 0 0 20
02:00 0 0 0 2 0 5 6 2 0 0 0 0 0 0 15
03:00 0 0 0 0 2 6 3 0 0 0 0 0 0 0 11
04:00 3 0 0 0 5 18 21 3 2 0 0 0 0 0 52
05:00 8 1 2 6 13 29 25 10 3 0 0 0 0 0 97
06:00 16 8 1 3 33 64 46 13 6 0 2 0 0 0 192
07:00 42 33 11 41 91 118 82 21 5 1 0 0 0 0 445
08:00 52 46 18 27 85 99 62 11 6 0 0 0 0 0 406
09:00 31 13 1 11 49 99 56 24 10 0 0 0 0 0 294
10:00 25 16 3 11 36 88 57 20 9 1 1 0 0 0 267
11:00 19 8 0 15 48 88 72 19 1 0 0 0 0 0 270
12 PM 35 33 9 18 72 118 96 18 5 0 0 0 0 0 404
13:00 66 47 19 30 70 80 58 15 2 1 0 0 0 0 388
14:00 17 13 6 13 64 117 87 34 2 1 0 0 0 0 354
15:00 18 12 9 31 87 147 108 34 8 1 0 0 0 0 455
16:00 34 12 7 26 116 164 124 44 7 2 0 0 0 0 536
17:00 35 19 21 72 131 165 124 38 14 4 1 0 0 0 624
18:00 16 12 3 35 97 148 89 29 3 3 0 0 0 0 435
19:00 9 5 6 18 72 94 43 9 0 2 1 1 0 0 260
20:00 11 3 5 13 50 60 38 8 4 0 0 0 0 0 192
21:00 1 2 3 12 30 41 23 3 0 2 0 0 0 0 117
22:00 3 1 1 4 19 29 11 3 0 0 0 0 0 0 71
23:00 2 0 1 3 16 8 15 1 0 0 0 0 0 0 46
Total 446 288 127 394 1195 1798 1254 360 89 18 5 1 0 0 5975

Daily 15th Percentile : 25 MPH
50th Percentile : 36 MPH
85th Percentile : 43 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 35 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3052
Percent in Pace : 51.1%
Number of Vehicles > 55 MPH : 24
Percent of Vehicles > 55 MPH : 0.4%

Page 148 ends

Page 3 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 2 0 1 0 10 9 4 0 1 0 0 0 0 0 27
01:00 1 1 0 3 9 8 3 0 0 0 0 0 0 0 25
02:00 1 0 0 1 3 4 3 0 1 0 0 0 0 0 13
03:00 0 0 0 0 1 6 10 1 0 0 0 0 0 0 18
04:00 1 1 0 1 8 13 15 4 2 0 0 0 0 0 45
05:00 9 4 0 4 15 32 27 10 4 0 0 0 0 0 105
06:00 13 6 0 4 21 84 40 19 4 2 0 0 0 0 193
07:00 42 27 9 34 100 121 85 27 8 3 2 0 0 0 458
08:00 45 66 12 26 76 95 54 13 6 1 0 0 0 0 394
09:00 24 7 4 8 50 80 71 23 6 0 0 0 0 0 273
10:00 27 9 3 6 50 89 66 15 7 1 1 0 0 0 274
11:00 28 15 4 12 43 85 78 32 3 1 1 0 0 0 302
12 PM 25 30 8 20 56 91 81 27 9 1 0 0 0 0 348
13:00 27 18 6 18 43 101 83 27 9 3 0 0 0 0 335
14:00 49 48 22 39 76 99 55 31 4 1 0 0 0 0 424
15:00 59 32 22 34 81 121 70 26 11 2 0 0 0 0 458
16:00 36 20 7 28 103 171 131 41 10 0 1 0 0 0 548
17:00 33 15 15 54 124 183 131 46 6 1 0 0 0 0 608
18:00 30 15 5 37 135 131 73 18 7 0 0 0 0 0 451
19:00 17 3 8 38 89 75 50 10 3 2 1 0 0 0 296
20:00 4 6 4 16 54 54 31 4 2 0 0 0 0 0 175
21:00 8 5 2 13 32 31 20 6 1 1 0 0 0 0 119
22:00 6 2 1 7 7 22 15 4 1 0 0 0 0 0 65
23:00 1 0 0 2 14 17 11 3 0 1 0 0 0 0 49
Total 488 330 133 405 1200 1722 1207 387 105 20 6 0 0 0 6003

Daily 15th Percentile : 23 MPH
50th Percentile : 36 MPH
85th Percentile : 43 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 34 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 2929
Percent in Pace : 48.8%
Number of Vehicles > 55 MPH : 26
Percent of Vehicles > 55 MPH : 0.4%

Page 149 ends

Page 4 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 2 1 0 1 4 7 6 3 0 0 0 0 0 0 24
01:00 1 1 0 0 4 5 4 0 0 0 0 0 0 0 15
02:00 2 0 0 0 2 3 2 1 1 0 0 0 0 0 11
03:00 0 0 0 0 2 3 6 2 0 0 1 0 0 0 14
04:00 1 1 0 1 3 13 12 6 1 0 0 1 0 0 39
05:00 0 1 0 1 5 19 20 13 2 0 0 1 0 0 62
06:00 7 9 4 3 14 33 54 19 5 1 0 0 0 0 149
07:00 26 6 4 8 43 137 146 39 4 2 0 0 0 0 415
08:00 28 19 19 11 49 119 102 35 5 2 0 0 0 0 389
09:00 7 6 2 2 39 93 100 26 10 0 0 0 0 0 285
10:00 11 8 4 14 27 95 58 19 9 3 0 0 0 0 248
11:00 16 5 5 9 26 109 76 18 5 0 0 0 0 0 269
12 PM 9 8 5 8 31 137 84 40 3 0 1 0 0 0 326
13:00 10 8 5 6 29 92 91 32 4 2 1 0 0 0 280
14:00 21 11 6 13 29 112 100 25 8 1 1 0 0 0 327
15:00 25 20 10 10 43 143 121 31 8 1 1 0 0 0 413
16:00 17 7 2 10 40 138 120 45 5 1 0 0 0 0 385
17:00 20 6 2 5 50 157 109 26 3 0 0 0 0 0 378
18:00 18 4 6 9 60 136 92 16 2 2 0 0 0 0 345
19:00 12 6 5 13 42 110 36 8 3 0 0 0 0 0 235
20:00 9 0 4 5 37 64 46 12 4 0 0 0 0 0 181
21:00 10 2 1 5 17 53 21 7 2 0 0 0 0 0 118
22:00 2 0 3 2 13 21 22 4 1 0 0 0 0 0 68
23:00 1 0 0 0 6 11 3 2 0 0 0 0 0 0 23
Total 255 129 87 136 615 1810 1431 429 85 15 5 2 0 0 4999

Daily 15th Percentile : 31 MPH
50th Percentile : 38 MPH
85th Percentile : 44 MPH
95th Percentile : 48 MPH

Statistics Mean Speed(Average) : 37 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3241
Percent in Pace : 64.8%
Number of Vehicles > 55 MPH : 22
Percent of Vehicles > 55 MPH : 0.4%

Page 150 ends

Page 5 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 1 0 0 4 13 8 2 0 0 0 0 0 0 28
01:00 2 1 0 1 4 6 4 0 0 0 0 0 0 0 18
02:00 0 0 0 1 2 5 2 2 0 0 0 0 0 0 12
03:00 0 0 1 1 4 6 4 0 0 0 0 0 0 0 16
04:00 0 0 0 2 2 10 9 2 0 0 0 0 0 0 25
05:00 4 0 0 1 5 21 22 12 3 1 1 0 0 0 70
06:00 16 4 4 1 24 44 47 21 2 1 0 0 0 0 164
07:00 18 7 9 9 44 133 99 38 4 1 0 0 0 0 362
08:00 40 23 13 14 57 158 101 20 4 1 0 0 0 0 431
09:00 11 9 3 4 27 85 104 21 11 2 1 0 0 0 278
10:00 12 11 4 5 35 70 85 20 4 0 0 0 0 0 246
11:00 10 6 1 4 27 78 64 24 2 2 0 0 0 0 218
12 PM 10 14 6 6 50 131 69 25 2 2 1 0 0 0 316
13:00 33 29 10 14 73 107 73 19 7 0 1 0 0 0 366
14:00 13 10 3 1 26 107 121 28 6 1 2 0 0 0 318
15:00 13 3 4 9 20 127 133 36 7 0 1 0 0 0 353
16:00 18 8 3 4 24 159 119 41 8 1 0 0 0 0 385
17:00 11 8 5 9 53 142 99 25 4 2 0 0 0 0 358
18:00 22 10 2 7 69 173 87 20 7 2 0 0 0 0 399
19:00 15 5 0 9 29 93 72 9 1 1 0 0 0 0 234
20:00 17 2 3 6 36 72 50 11 3 0 0 0 0 0 200
21:00 1 2 0 1 15 58 26 9 2 0 0 0 0 0 114
22:00 7 1 0 1 12 37 10 7 1 0 0 0 0 0 76
23:00 0 2 0 3 9 10 9 3 0 0 0 0 0 0 36
Total 273 156 71 113 651 1845 1417 395 78 17 7 0 0 0 5023

Daily 15th Percentile : 31 MPH
50th Percentile : 38 MPH
85th Percentile : 44 MPH
95th Percentile : 48 MPH

Statistics Mean Speed(Average) : 37 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3262
Percent in Pace : 64.9%
Number of Vehicles > 55 MPH : 24
Percent of Vehicles > 55 MPH : 0.5%

Page 151 ends

Page 6 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 0 1 5 8 10 0 0 0 0 0 0 0 24
01:00 3 0 1 0 3 7 6 0 0 0 0 0 0 0 20
02:00 0 0 0 1 4 6 2 2 1 0 0 0 0 0 16
03:00 0 0 0 0 1 5 6 0 0 0 0 0 0 0 12
04:00 0 0 0 1 4 16 6 2 0 0 0 0 0 0 29
05:00 0 1 1 0 4 24 23 18 3 0 0 0 0 0 74
06:00 6 4 4 1 14 50 58 14 4 0 0 0 0 0 155
07:00 23 7 5 3 39 128 122 35 9 1 1 0 0 0 373
08:00 26 27 14 15 49 142 103 37 5 3 0 0 0 0 421
09:00 8 6 2 2 20 89 116 37 4 1 0 0 0 0 285
10:00 8 5 2 3 22 76 76 24 3 1 0 0 0 0 220
11:00 10 5 1 9 59 93 71 22 5 1 0 0 0 0 276
12 PM 11 24 8 4 33 115 85 21 4 0 0 0 0 0 305
13:00 21 12 5 11 35 107 89 22 3 0 0 0 0 0 305
14:00 23 14 10 14 67 127 76 15 4 1 0 0 0 0 351
15:00 28 31 20 11 48 141 119 39 4 0 0 0 0 0 441
16:00 9 9 5 4 33 117 111 37 13 2 1 0 0 0 341
17:00 15 8 3 7 41 151 125 17 6 2 0 0 1 0 376
18:00 17 3 6 7 50 130 97 19 4 1 0 0 0 0 334
19:00 9 8 6 5 45 100 41 12 1 1 1 0 0 0 229
20:00 14 2 1 6 37 66 52 3 0 1 0 0 0 0 182
21:00 8 1 1 4 29 42 33 7 0 0 0 0 0 0 125
22:00 1 0 0 5 10 45 23 5 1 0 1 0 0 0 91
23:00 3 0 0 0 10 10 12 4 0 0 0 0 0 0 39
Total 243 167 95 114 662 1795 1462 392 74 15 4 0 1 0 5024

Daily 15th Percentile : 31 MPH
50th Percentile : 38 MPH
85th Percentile : 44 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 37 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3257
Percent in Pace : 64.8%
Number of Vehicles > 55 MPH : 20
Percent of Vehicles > 55 MPH : 0.4%

Page 152 ends

Page 7 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 5 3 0 2 11 16 8 3 0 0 0 0 0 0 48
01:00 2 2 0 2 9 10 5 1 0 0 0 0 0 0 31
02:00 3 1 0 3 6 7 4 1 1 0 0 0 0 0 26
03:00 1 0 0 0 3 8 7 4 0 0 1 0 0 0 24
04:00 5 2 0 1 12 35 25 16 1 1 0 1 0 0 99
05:00 6 5 0 1 20 65 42 21 4 1 0 1 0 0 166
06:00 26 13 5 9 45 92 98 39 9 2 0 0 0 0 338
07:00 73 37 20 56 136 246 234 64 10 3 0 0 0 0 879
08:00 89 78 37 51 133 218 155 52 8 2 0 0 0 0 823
09:00 29 13 9 18 83 186 176 49 15 3 1 0 0 0 582
10:00 33 18 12 27 65 187 115 37 16 4 1 0 0 0 515
11:00 29 14 9 24 77 192 140 38 10 1 0 1 0 0 535
12 PM 25 31 12 19 106 251 149 72 8 0 2 0 0 0 675
13:00 33 22 9 31 84 190 182 64 14 3 2 0 0 0 634
14:00 51 63 26 39 110 234 173 56 15 2 1 0 0 0 770
15:00 80 45 33 38 138 268 213 61 13 2 1 0 0 0 892
16:00 47 25 19 68 148 285 237 80 22 1 0 0 0 0 932
17:00 48 23 16 52 202 317 224 72 12 0 0 0 0 0 966
18:00 43 22 10 42 152 274 178 36 11 2 0 0 0 0 770
19:00 19 9 8 44 126 201 67 13 5 0 0 0 0 0 492
20:00 13 4 9 26 80 136 83 16 6 0 0 0 0 0 373
21:00 18 4 4 17 48 95 44 11 2 0 0 0 0 0 243
22:00 4 0 4 6 29 42 33 6 2 1 0 0 0 0 127
23:00 4 2 1 1 16 24 11 4 1 0 0 0 0 0 64
Total 686 436 243 577 1839 3579 2603 816 185 28 9 3 0 0 11004

Daily 15th Percentile : 27 MPH
50th Percentile : 37 MPH
85th Percentile : 43 MPH
95th Percentile : 48 MPH

Statistics Mean Speed(Average) : 36 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 6182
Percent in Pace : 56.2%
Number of Vehicles > 55 MPH : 40
Percent of Vehicles > 55 MPH : 0.4%

Page 153 ends

Page 8 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 2 0 0 11 21 14 3 1 0 0 0 0 0 52
01:00 5 4 1 4 6 11 6 0 1 0 0 0 0 0 38
02:00 0 0 0 3 2 10 8 4 0 0 0 0 0 0 27
03:00 0 0 1 1 6 12 7 0 0 0 0 0 0 0 27
04:00 3 0 0 2 7 28 30 5 2 0 0 0 0 0 77
05:00 12 1 2 7 18 50 47 22 6 1 1 0 0 0 167
06:00 32 12 5 4 57 108 93 34 8 1 2 0 0 0 356
07:00 60 40 20 50 135 251 181 59 9 2 0 0 0 0 807
08:00 92 69 31 41 142 257 163 31 10 1 0 0 0 0 837
09:00 42 22 4 15 76 184 160 45 21 2 1 0 0 0 572
10:00 37 27 7 16 71 158 142 40 13 1 1 0 0 0 513
11:00 29 14 1 19 75 166 136 43 3 2 0 0 0 0 488
12 PM 45 47 15 24 122 249 165 43 7 2 1 0 0 0 720
13:00 99 76 29 44 143 187 131 34 9 1 1 0 0 0 754
14:00 30 23 9 14 90 224 208 62 8 2 2 0 0 0 672
15:00 31 15 13 40 107 274 241 70 15 1 1 0 0 0 808
16:00 52 20 10 30 140 323 243 85 15 3 0 0 0 0 921
17:00 46 27 26 81 184 307 223 63 18 6 1 0 0 0 982
18:00 38 22 5 42 166 321 176 49 10 5 0 0 0 0 834
19:00 24 10 6 27 101 187 115 18 1 3 1 1 0 0 494
20:00 28 5 8 19 86 132 88 19 7 0 0 0 0 0 392
21:00 2 4 3 13 45 99 49 12 2 2 0 0 0 0 231
22:00 10 2 1 5 31 66 21 10 1 0 0 0 0 0 147
23:00 2 2 1 6 25 18 24 4 0 0 0 0 0 0 82
Total 719 444 198 507 1846 3643 2671 755 167 35 12 1 0 0 10998

Daily 15th Percentile : 27 MPH
50th Percentile : 37 MPH
85th Percentile : 43 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 36 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 6314
Percent in Pace : 57.4%
Number of Vehicles > 55 MPH : 48
Percent of Vehicles > 55 MPH : 0.4%

Page 154 ends

Page 9 ends

City of Rancho Cucamonga
Hermosa Avenue
100' N/ Crosswalk at Mignoett
72 Hour Directional Speed Survey

RNC001
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 2 0 1 1 15 17 14 0 1 0 0 0 0 0 51
01:00 4 1 1 3 12 15 9 0 0 0 0 0 0 0 45
02:00 1 0 0 2 7 10 5 2 2 0 0 0 0 0 29
03:00 0 0 0 0 2 11 16 1 0 0 0 0 0 0 30
04:00 1 1 0 2 12 29 21 6 2 0 0 0 0 0 74
05:00 9 5 1 4 19 56 50 28 7 0 0 0 0 0 179
06:00 19 10 4 5 35 134 98 33 8 2 0 0 0 0 348
07:00 65 34 14 37 139 249 207 62 17 4 3 0 0 0 831
08:00 71 93 26 41 125 237 157 50 11 4 0 0 0 0 815
09:00 32 13 6 10 70 169 187 60 10 1 0 0 0 0 558
10:00 35 14 5 9 72 165 142 39 10 2 1 0 0 0 494
11:00 38 20 5 21 102 178 149 54 8 2 1 0 0 0 578
12 PM 36 54 16 24 89 206 166 48 13 1 0 0 0 0 653
13:00 48 30 11 29 78 208 172 49 12 3 0 0 0 0 640
14:00 72 62 32 53 143 226 131 46 8 2 0 0 0 0 775
15:00 87 63 42 45 129 262 189 65 15 2 0 0 0 0 899
16:00 45 29 12 32 136 288 242 78 23 2 2 0 0 0 889
17:00 48 23 18 61 165 334 256 63 12 3 0 0 1 0 984
18:00 47 18 11 44 185 261 170 37 11 1 0 0 0 0 785
19:00 26 11 14 43 134 175 91 22 4 3 2 0 0 0 525
20:00 18 8 5 22 91 120 83 7 2 1 0 0 0 0 357
21:00 16 6 3 17 61 73 53 13 1 1 0 0 0 0 244
22:00 7 2 1 12 17 67 38 9 2 0 1 0 0 0 156
23:00 4 0 0 2 24 27 23 7 0 1 0 0 0 0 88
Total 731 497 228 519 1862 3517 2669 779 179 35 10 0 1 0 11027

Daily 15th Percentile : 26 MPH
50th Percentile : 37 MPH
85th Percentile : 43 MPH
95th Percentile : 47 MPH

Statistics Mean Speed(Average) : 36 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 6186
Percent in Pace : 56.1%
Number of Vehicles > 55 MPH : 46
Percent of Vehicles > 55 MPH : 0.4%

Page 155 ends

Page 1 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 1 0 2 2 1 8 8 1 1 0 0 0 0 0 24
01:00 0 0 0 0 2 8 5 1 0 0 0 0 0 0 16
02:00 0 0 1 2 2 4 6 0 0 0 0 0 0 0 15
03:00 0 0 1 0 1 1 3 2 0 2 0 0 0 0 10
04:00 0 2 3 0 1 11 20 9 11 0 0 0 0 1 58
05:00 0 0 4 2 3 22 36 20 12 2 1 0 0 0 102
06:00 0 2 4 3 12 40 65 39 13 4 1 0 0 0 183
07:00 1 3 13 5 31 112 175 67 23 4 0 0 0 0 434
08:00 3 4 19 20 36 153 123 52 27 1 0 0 0 0 438
09:00 3 1 1 12 10 63 114 61 17 4 3 0 0 0 289
10:00 1 3 8 3 21 60 91 55 18 2 3 0 0 0 265
11:00 1 4 7 5 16 62 101 53 16 1 1 0 1 0 268
12 PM 2 1 17 10 9 76 140 67 15 3 0 1 0 0 341
13:00 1 1 9 2 29 66 139 65 35 5 0 0 0 1 353
14:00 3 1 9 19 15 102 158 100 18 4 2 1 0 0 432
15:00 3 1 20 15 21 97 203 87 21 5 4 0 1 0 478
16:00 1 1 11 7 32 134 202 109 35 6 3 0 0 0 541
17:00 8 0 11 12 21 178 218 100 45 5 1 1 0 0 600
18:00 5 1 9 7 26 118 162 64 21 1 0 0 0 0 414
19:00 0 2 4 6 41 85 91 18 5 3 0 0 0 0 255
20:00 0 0 7 3 25 61 68 25 2 1 0 0 0 0 192
21:00 1 1 4 4 13 44 36 17 3 0 0 0 0 0 123
22:00 0 0 1 0 5 19 25 5 3 0 1 0 0 0 59
23:00 0 0 0 1 3 12 14 8 2 2 0 0 0 0 42
Total 34 28 165 140 376 1536 2203 1025 343 55 20 3 2 2 5932

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 47 MPH
95th Percentile : 51 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3739
Percent in Pace : 63.0%
Number of Vehicles > 55 MPH : 82
Percent of Vehicles > 55 MPH : 1.4%

Page 156 ends

Page 2 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 2 6 8 5 2 0 1 0 0 0 24
01:00 0 1 0 0 5 5 6 0 0 1 0 0 0 0 18
02:00 0 0 0 0 2 3 1 4 3 2 0 0 0 0 15
03:00 0 0 1 0 0 5 2 2 1 0 0 0 0 0 11
04:00 0 1 1 1 3 9 18 12 3 2 0 0 0 0 50
05:00 0 0 4 1 3 29 31 13 9 4 0 1 0 0 95
06:00 1 0 4 4 13 48 59 33 15 6 1 0 0 0 184
07:00 2 2 6 9 32 105 166 77 21 5 0 0 0 0 425
08:00 1 2 12 17 40 130 143 53 14 4 0 0 0 0 416
09:00 4 1 3 8 16 75 103 54 20 1 0 1 0 0 286
10:00 0 0 3 11 14 47 106 49 18 3 3 0 0 0 254
11:00 1 2 3 9 21 55 112 52 13 2 0 0 0 0 270
12 PM 3 0 10 12 17 91 159 86 16 2 1 0 0 0 397
13:00 3 8 24 16 39 81 148 60 17 2 0 0 0 0 398
14:00 6 0 5 9 11 75 142 78 22 5 0 0 0 0 353
15:00 0 0 8 8 16 89 194 96 38 5 5 1 0 0 460
16:00 1 1 12 8 14 121 197 127 33 7 2 1 0 0 524
17:00 2 0 8 15 34 177 240 117 38 8 2 0 0 0 641
18:00 2 2 6 9 24 125 178 61 15 5 0 0 0 0 427
19:00 0 2 4 4 20 78 116 23 12 0 0 1 1 0 261
20:00 0 0 4 8 27 59 46 33 13 1 0 0 0 0 191
21:00 1 0 5 6 9 33 43 10 7 1 0 1 0 1 117
22:00 1 0 1 2 7 10 27 17 5 0 0 0 0 0 70
23:00 1 0 1 1 4 9 20 10 1 0 0 0 0 0 47
Total 29 22 125 158 373 1465 2265 1072 336 66 15 6 1 1 5934

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 47 MPH
95th Percentile : 51 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3730
Percent in Pace : 62.9%
Number of Vehicles > 55 MPH : 89
Percent of Vehicles > 55 MPH : 1.5%

Page 157 ends

Page 3 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 0 4 1 6 12 3 2 0 0 0 0 0 28
01:00 0 0 1 0 3 9 7 4 0 0 0 0 0 0 24
02:00 1 0 1 0 1 2 5 2 1 0 0 0 0 0 13
03:00 0 0 1 0 0 4 4 7 1 1 0 0 0 0 18
04:00 0 1 1 2 3 8 17 7 3 1 0 0 0 0 43
05:00 0 0 5 1 10 17 33 21 12 1 1 0 0 0 101
06:00 0 0 4 6 8 40 75 37 13 5 1 0 0 0 189
07:00 5 2 14 13 20 104 166 77 31 10 2 0 0 0 444
08:00 2 2 14 15 27 115 147 51 17 4 0 0 0 0 394
09:00 0 1 3 5 6 58 103 64 17 4 1 0 0 0 262
10:00 3 0 8 8 13 55 120 51 10 4 0 1 0 0 273
11:00 4 1 6 3 19 66 105 65 17 4 2 0 1 0 293
12 PM 3 1 11 14 25 61 123 87 21 3 2 0 0 0 351
13:00 2 1 6 7 12 71 130 72 22 9 2 0 0 0 334
14:00 15 6 26 26 42 81 146 66 30 5 1 0 0 1 445
15:00 5 5 16 16 49 131 149 75 28 3 6 0 0 0 483
16:00 3 3 14 8 13 125 203 131 30 6 0 1 0 0 537
17:00 6 0 15 11 27 159 233 107 36 7 2 0 0 1 604
18:00 5 3 12 6 40 113 162 68 28 4 1 0 0 0 442
19:00 1 1 8 5 34 92 99 41 8 3 0 0 1 0 293
20:00 0 3 2 2 25 55 54 25 9 1 0 0 0 0 176
21:00 0 1 4 1 10 38 38 16 7 1 1 0 0 0 117
22:00 0 0 2 5 4 10 32 7 3 1 0 1 0 0 65
23:00 0 0 0 0 3 13 23 6 2 1 0 0 0 0 48
Total 55 31 174 158 395 1433 2186 1090 348 78 22 3 2 2 5977

Daily 15th Percentile : 35 MPH
50th Percentile : 41 MPH
85th Percentile : 47 MPH
95th Percentile : 52 MPH

Statistics Mean Speed(Average) : 41 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3619
Percent in Pace : 60.5%
Number of Vehicles > 55 MPH : 107
Percent of Vehicles > 55 MPH : 1.8%

Page 158 ends

Page 4 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 1 0 1 3 3 2 6 5 2 0 1 0 0 24
01:00 0 0 0 0 2 4 4 2 3 0 0 0 0 0 15
02:00 0 0 0 0 0 1 1 4 2 1 0 0 0 0 9
03:00 0 0 0 0 0 2 2 5 4 3 0 0 0 0 16
04:00 0 0 0 2 0 6 11 9 9 1 1 1 0 0 40
05:00 0 0 0 0 3 5 15 24 13 3 0 2 0 0 65
06:00 2 0 1 0 6 20 39 53 24 9 1 0 0 0 155
07:00 5 1 2 7 16 36 119 145 69 10 4 0 0 0 414
08:00 8 0 2 6 13 39 122 133 56 11 3 1 0 0 394
09:00 2 0 5 2 15 26 94 94 36 8 0 0 0 0 282
10:00 1 0 3 3 11 44 82 61 25 4 4 1 0 1 240
11:00 1 2 2 2 8 33 93 76 34 6 3 1 1 0 262
12 PM 4 0 2 8 16 44 97 104 42 9 1 0 0 0 327
13:00 2 0 1 11 8 21 95 88 49 9 2 0 1 0 287
14:00 6 0 2 9 7 47 80 81 62 12 1 1 0 1 309
15:00 9 0 6 5 15 40 141 123 42 14 7 0 0 0 402
16:00 2 0 1 10 10 30 102 132 81 11 3 0 0 0 382
17:00 1 0 3 11 14 52 124 101 50 12 1 0 0 0 369
18:00 6 0 0 9 16 45 118 80 34 8 0 2 0 0 318
19:00 0 1 3 7 15 49 83 46 17 3 0 0 0 0 224
20:00 1 0 3 6 11 50 51 39 13 5 0 0 1 0 180
21:00 0 1 2 7 4 20 39 25 10 1 0 0 0 0 109
22:00 0 0 0 2 2 10 17 21 10 2 1 0 0 0 65
23:00 0 0 1 1 0 5 7 4 4 0 0 0 0 0 22
Total 50 6 39 109 195 632 1538 1456 694 144 32 10 3 2 4910

Daily 15th Percentile : 37 MPH
50th Percentile : 44 MPH
85th Percentile : 51 MPH
95th Percentile : 54 MPH

Statistics Mean Speed(Average) : 45 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 2994
Percent in Pace : 61.0%
Number of Vehicles > 55 MPH : 191
Percent of Vehicles > 55 MPH : 3.9%

Page 159 ends

Page 5 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 0 4 10 7 3 1 1 0 0 0 26
01:00 0 0 1 1 0 4 5 3 1 0 0 0 0 0 15
02:00 0 0 0 0 2 1 4 1 3 0 1 0 0 0 12
03:00 0 0 1 1 1 3 5 3 3 0 0 0 0 0 17
04:00 0 0 0 0 0 6 9 7 5 1 0 0 0 0 28
05:00 0 0 0 3 3 8 14 21 12 8 3 0 0 0 72
06:00 3 0 2 1 4 19 44 49 28 9 3 0 0 0 162
07:00 4 0 2 9 11 39 114 135 56 9 3 1 0 0 383
08:00 3 2 2 5 7 45 154 138 55 7 3 2 0 0 423
09:00 3 1 1 7 8 19 93 83 49 14 2 0 0 0 280
10:00 1 2 2 6 7 33 68 74 33 9 0 1 0 0 236
11:00 2 0 2 8 8 32 59 71 27 9 2 0 0 0 220
12 PM 4 1 1 10 10 42 126 75 39 3 1 0 1 0 313
13:00 2 1 3 13 13 57 129 93 39 10 2 0 0 0 362
14:00 3 0 3 8 8 20 80 95 62 14 2 2 0 0 297
15:00 2 0 2 7 7 26 91 127 60 19 3 1 0 0 345
16:00 0 0 1 3 14 26 120 142 57 15 2 0 0 0 380
17:00 4 0 2 10 12 36 134 101 46 9 2 0 0 0 356
18:00 2 0 3 3 14 70 154 86 38 15 2 0 0 0 387
19:00 1 0 2 4 18 39 78 47 26 4 3 0 0 0 222
20:00 4 1 2 6 11 29 68 40 14 8 0 0 0 0 183
21:00 1 0 1 7 3 14 48 20 16 2 0 1 0 0 113
22:00 2 1 1 2 2 14 25 12 9 2 0 0 0 0 70
23:00 0 0 0 2 2 4 12 9 2 1 0 0 0 0 32
Total 41 9 34 116 165 590 1644 1439 683 169 35 8 1 0 4934

Daily 15th Percentile : 38 MPH
50th Percentile : 44 MPH
85th Percentile : 51 MPH
95th Percentile : 54 MPH

Statistics Mean Speed(Average) : 45 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 3083
Percent in Pace : 62.5%
Number of Vehicles > 55 MPH : 213
Percent of Vehicles > 55 MPH : 4.3%

Page 160 ends

Page 6 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 1 1 3 5 7 6 3 1 0 0 0 0 27
01:00 0 0 0 2 1 0 6 4 2 0 0 0 0 0 15
02:00 0 0 0 0 0 1 7 4 2 2 0 0 0 0 16
03:00 0 0 0 0 0 2 3 5 1 1 0 0 0 0 12
04:00 0 0 0 1 2 3 8 10 5 2 1 0 0 0 32
05:00 0 0 0 1 2 2 17 27 19 3 3 0 0 0 74
06:00 1 0 0 0 7 17 48 59 20 4 1 0 0 0 157
07:00 4 0 1 8 7 27 111 140 53 13 3 2 0 0 369
08:00 6 1 3 10 5 39 114 149 70 14 2 0 0 0 413
09:00 0 2 1 5 1 23 81 107 47 18 4 1 0 0 290
10:00 2 0 0 1 2 20 81 79 25 6 3 0 0 0 219
11:00 0 1 1 6 12 43 88 68 44 12 1 0 0 0 276
12 PM 0 2 4 10 12 31 95 101 44 4 0 0 0 0 303
13:00 3 0 5 8 12 46 91 85 32 7 1 0 0 0 290
14:00 3 0 7 7 14 55 112 81 44 5 1 0 0 0 329
15:00 2 1 6 13 14 38 151 118 71 14 1 0 0 0 429
16:00 2 0 2 12 7 21 77 122 58 13 5 2 0 0 321
17:00 5 1 4 12 12 48 127 113 36 14 4 1 1 0 378
18:00 2 0 2 7 14 46 106 93 38 10 3 0 0 0 321
19:00 1 0 3 4 12 48 79 52 13 5 1 1 0 0 219
20:00 0 0 1 3 10 29 58 47 15 2 2 0 0 0 167
21:00 0 0 0 2 5 17 33 40 15 2 2 0 0 0 116
22:00 0 0 1 2 4 10 34 21 7 4 0 1 0 0 84
23:00 0 0 0 0 1 8 11 9 4 2 0 0 0 0 35
Total 31 8 42 115 159 579 1545 1540 668 158 38 8 1 0 4892

Daily 15th Percentile : 38 MPH
50th Percentile : 44 MPH
85th Percentile : 51 MPH
95th Percentile : 54 MPH

Statistics Mean Speed(Average) : 45 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 3085
Percent in Pace : 63.1%
Number of Vehicles > 55 MPH : 205
Percent of Vehicles > 55 MPH : 4.2%

Page 161 ends

Page 7 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 1 1 2 3 4 11 10 7 6 2 0 1 0 0 48
01:00 0 0 0 0 4 12 9 3 3 0 0 0 0 0 31
02:00 0 0 1 2 2 5 7 4 2 1 0 0 0 0 24
03:00 0 0 1 0 1 3 5 7 4 5 0 0 0 0 26
04:00 0 2 3 2 1 17 31 18 20 1 1 1 0 1 98
05:00 0 0 4 2 6 27 51 44 25 5 1 2 0 0 167
06:00 2 2 5 3 18 60 104 92 37 13 2 0 0 0 338
07:00 6 4 15 12 47 148 294 212 92 14 4 0 0 0 848
08:00 11 4 21 26 49 192 245 185 83 12 3 1 0 0 832
09:00 5 1 6 14 25 89 208 155 53 12 3 0 0 0 571
10:00 2 3 11 6 32 104 173 116 43 6 7 1 0 1 505
11:00 2 6 9 7 24 95 194 129 50 7 4 1 2 0 530
12 PM 6 1 19 18 25 120 237 171 57 12 1 1 0 0 668
13:00 3 1 10 13 37 87 234 153 84 14 2 0 1 1 640
14:00 9 1 11 28 22 149 238 181 80 16 3 2 0 1 741
15:00 12 1 26 20 36 137 344 210 63 19 11 0 1 0 880
16:00 3 1 12 17 42 164 304 241 116 17 6 0 0 0 923
17:00 9 0 14 23 35 230 342 201 95 17 2 1 0 0 969
18:00 11 1 9 16 42 163 280 144 55 9 0 2 0 0 732
19:00 0 3 7 13 56 134 174 64 22 6 0 0 0 0 479
20:00 1 0 10 9 36 111 119 64 15 6 0 0 1 0 372
21:00 1 2 6 11 17 64 75 42 13 1 0 0 0 0 232
22:00 0 0 1 2 7 29 42 26 13 2 2 0 0 0 124
23:00 0 0 1 2 3 17 21 12 6 2 0 0 0 0 64
Total 84 34 204 249 571 2168 3741 2481 1037 199 52 13 5 4 10842

Daily 15th Percentile : 36 MPH
50th Percentile : 42 MPH
85th Percentile : 49 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 43 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 6222
Percent in Pace : 57.4%
Number of Vehicles > 55 MPH : 273
Percent of Vehicles > 55 MPH : 2.5%

Page 162 ends

Page 8 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 2 10 18 12 5 1 2 0 0 0 50
01:00 0 1 1 1 5 9 11 3 1 1 0 0 0 0 33
02:00 0 0 0 0 4 4 5 5 6 2 1 0 0 0 27
03:00 0 0 2 1 1 8 7 5 4 0 0 0 0 0 28
04:00 0 1 1 1 3 15 27 19 8 3 0 0 0 0 78
05:00 0 0 4 4 6 37 45 34 21 12 3 1 0 0 167
06:00 4 0 6 5 17 67 103 82 43 15 4 0 0 0 346
07:00 6 2 8 18 43 144 280 212 77 14 3 1 0 0 808
08:00 4 4 14 22 47 175 297 191 69 11 3 2 0 0 839
09:00 7 2 4 15 24 94 196 137 69 15 2 1 0 0 566
10:00 1 2 5 17 21 80 174 123 51 12 3 1 0 0 490
11:00 3 2 5 17 29 87 171 123 40 11 2 0 0 0 490
12 PM 7 1 11 22 27 133 285 161 55 5 2 0 1 0 710
13:00 5 9 27 29 52 138 277 153 56 12 2 0 0 0 760
14:00 9 0 8 17 19 95 222 173 84 19 2 2 0 0 650
15:00 2 0 10 15 23 115 285 223 98 24 8 2 0 0 805
16:00 1 1 13 11 28 147 317 269 90 22 4 1 0 0 904
17:00 6 0 10 25 46 213 374 218 84 17 4 0 0 0 997
18:00 4 2 9 12 38 195 332 147 53 20 2 0 0 0 814
19:00 1 2 6 8 38 117 194 70 38 4 3 1 1 0 483
20:00 4 1 6 14 38 88 114 73 27 9 0 0 0 0 374
21:00 2 0 6 13 12 47 91 30 23 3 0 2 0 1 230
22:00 3 1 2 4 9 24 52 29 14 2 0 0 0 0 140
23:00 1 0 1 3 6 13 32 19 3 1 0 0 0 0 79
Total 70 31 159 274 538 2055 3909 2511 1019 235 50 14 2 1 10868

Daily 15th Percentile : 36 MPH
50th Percentile : 42 MPH
85th Percentile : 49 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 43 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 6420
Percent in Pace : 59.1%
Number of Vehicles > 55 MPH : 302
Percent of Vehicles > 55 MPH : 2.8%

Page 163 ends

Page 9 ends

City of Rancho Cucamonga
Hermosa Avenue
Just N/ Victoria Street
24 Hour Directional Speed Survey

RNC002
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 1 5 4 11 19 9 5 1 0 0 0 0 55
01:00 0 0 1 2 4 9 13 8 2 0 0 0 0 0 39
02:00 1 0 1 0 1 3 12 6 3 2 0 0 0 0 29
03:00 0 0 1 0 0 6 7 12 2 2 0 0 0 0 30
04:00 0 1 1 3 5 11 25 17 8 3 1 0 0 0 75
05:00 0 0 5 2 12 19 50 48 31 4 4 0 0 0 175
06:00 1 0 4 6 15 57 123 96 33 9 2 0 0 0 346
07:00 9 2 15 21 27 131 277 217 84 23 5 2 0 0 813
08:00 8 3 17 25 32 154 261 200 87 18 2 0 0 0 807
09:00 0 3 4 10 7 81 184 171 64 22 5 1 0 0 552
10:00 5 0 8 9 15 75 201 130 35 10 3 1 0 0 492
11:00 4 2 7 9 31 109 193 133 61 16 3 0 1 0 569
12 PM 3 3 15 24 37 92 218 188 65 7 2 0 0 0 654
13:00 5 1 11 15 24 117 221 157 54 16 3 0 0 0 624
14:00 18 6 33 33 56 136 258 147 74 10 2 0 0 1 774
15:00 7 6 22 29 63 169 300 193 99 17 7 0 0 0 912
16:00 5 3 16 20 20 146 280 253 88 19 5 3 0 0 858
17:00 11 1 19 23 39 207 360 220 72 21 6 1 1 1 982
18:00 7 3 14 13 54 159 268 161 66 14 4 0 0 0 763
19:00 2 1 11 9 46 140 178 93 21 8 1 1 1 0 512
20:00 0 3 3 5 35 84 112 72 24 3 2 0 0 0 343
21:00 0 1 4 3 15 55 71 56 22 3 3 0 0 0 233
22:00 0 0 3 7 8 20 66 28 10 5 0 2 0 0 149
23:00 0 0 0 0 4 21 34 15 6 3 0 0 0 0 83
Total 86 39 216 273 554 2012 3731 2630 1016 236 60 11 3 2 10869

Daily 15th Percentile : 36 MPH
50th Percentile : 43 MPH
85th Percentile : 49 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 43 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 6361
Percent in Pace : 58.5%
Number of Vehicles > 55 MPH : 312
Percent of Vehicles > 55 MPH : 2.9%

Page 164 ends

Page 1 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 1 0 1 6 13 13 5 1 1 0 0 0 0 41
01:00 0 0 0 1 3 3 6 2 0 0 0 0 0 0 15
02:00 1 0 0 2 1 6 5 0 1 0 0 0 0 0 16
03:00 0 0 0 1 0 0 3 2 2 0 0 0 0 0 8
04:00 0 2 0 0 2 3 15 7 9 0 0 0 0 1 39
05:00 1 0 0 2 3 11 31 13 12 2 1 0 0 0 76
06:00 2 4 0 2 7 30 47 37 13 0 0 0 0 0 142
07:00 3 8 1 6 37 82 114 46 11 8 2 1 0 0 319
08:00 2 11 4 16 56 130 131 58 22 3 1 1 0 0 435
09:00 1 1 0 7 30 94 106 47 5 4 2 0 0 0 297
10:00 0 1 0 5 31 70 84 46 13 3 0 0 0 0 253
11:00 2 2 1 5 37 79 99 50 8 4 0 0 0 0 287
12 PM 4 4 3 4 31 94 93 66 15 4 0 0 0 0 318
13:00 2 4 4 12 29 63 134 57 26 6 1 2 0 1 341
14:00 5 8 1 10 37 90 130 74 23 5 2 2 0 0 387
15:00 1 8 2 13 53 113 164 88 28 7 4 0 0 0 481
16:00 6 4 4 10 68 163 194 80 26 3 1 2 0 0 561
17:00 6 3 3 15 91 132 182 111 33 9 0 0 0 0 585
18:00 3 3 4 10 76 163 141 54 13 2 1 0 0 0 470
19:00 8 2 3 18 55 100 77 31 9 3 1 1 0 0 308
20:00 2 5 3 17 34 63 65 19 4 1 0 0 0 0 213
21:00 0 2 2 6 18 36 59 16 5 1 0 0 0 0 145
22:00 0 2 1 2 5 28 25 10 2 1 1 0 1 0 78
23:00 1 1 0 1 4 8 20 5 4 1 0 0 0 0 45
Total 50 76 36 166 714 1574 1938 924 285 68 17 9 1 2 5860

Daily 15th Percentile : 33 MPH
50th Percentile : 40 MPH
85th Percentile : 47 MPH
95th Percentile : 51 MPH

Statistics Mean Speed(Average) : 41 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3512
Percent in Pace : 59.9%
Number of Vehicles > 55 MPH : 97
Percent of Vehicles > 55 MPH : 1.7%

Page 165 ends

Page 2 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 1 4 4 17 3 1 1 1 0 0 0 32
01:00 0 0 0 1 2 7 8 1 0 0 1 0 0 0 20
02:00 0 0 0 1 3 3 2 4 3 0 0 0 0 0 16
03:00 0 0 0 1 0 3 2 3 1 1 0 0 0 0 11
04:00 0 1 0 0 3 8 12 10 2 0 0 0 0 0 36
05:00 1 0 0 2 2 12 31 10 6 5 0 0 0 0 69
06:00 1 3 1 3 11 38 33 27 8 2 1 0 0 0 128
07:00 8 7 1 12 37 86 80 49 30 3 0 0 0 0 313
08:00 3 11 4 15 52 130 149 58 15 3 0 0 0 0 440
09:00 1 1 0 15 26 96 87 43 8 4 0 0 0 0 281
10:00 2 3 2 11 44 61 84 35 14 2 0 0 0 0 258
11:00 6 2 0 8 24 58 95 53 11 1 1 0 0 0 259
12 PM 4 4 1 13 27 107 141 62 18 2 0 0 0 0 379
13:00 12 10 2 8 32 99 145 71 15 4 0 1 0 0 399
14:00 3 6 2 8 19 88 115 59 21 4 1 0 0 0 326
15:00 6 6 3 8 21 113 174 84 34 4 2 1 0 0 456
16:00 7 4 1 11 39 153 173 104 25 5 2 0 0 0 524
17:00 8 3 5 16 68 205 221 120 24 10 1 0 0 0 681
18:00 3 8 1 22 64 143 166 69 18 5 1 0 0 0 500
19:00 3 2 4 26 70 99 74 25 9 4 0 0 0 0 316
20:00 0 0 2 13 24 59 60 32 8 5 0 0 0 0 203
21:00 0 2 4 9 22 39 47 13 10 2 1 1 2 0 152
22:00 0 1 0 6 10 19 39 10 3 1 1 0 0 0 90
23:00 0 1 0 2 7 15 20 11 2 0 0 0 0 0 58
Total 68 75 33 212 611 1645 1975 956 286 68 13 3 2 0 5947

Daily 15th Percentile : 34 MPH
50th Percentile : 40 MPH
85th Percentile : 47 MPH
95th Percentile : 51 MPH

Statistics Mean Speed(Average) : 41 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3620
Percent in Pace : 60.9%
Number of Vehicles > 55 MPH : 86
Percent of Vehicles > 55 MPH : 1.4%

Page 166 ends

Page 3 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 1 1 0 2 3 11 7 2 0 0 0 0 0 27
01:00 0 0 0 1 1 8 6 4 1 0 1 0 0 0 22
02:00 0 0 0 1 2 2 8 1 2 0 0 0 0 0 16
03:00 0 0 0 0 1 3 6 2 2 2 0 0 0 0 16
04:00 0 1 0 1 2 4 13 6 6 1 0 0 0 0 34
05:00 3 0 1 0 5 9 28 12 11 3 0 0 0 0 72
06:00 3 5 1 1 10 31 51 21 11 2 0 0 0 0 136
07:00 8 5 2 2 32 87 90 51 17 6 1 1 0 0 302
08:00 3 13 5 14 53 154 131 46 18 1 0 0 0 0 438
09:00 4 2 1 12 33 99 72 23 7 3 0 0 0 0 256
10:00 2 0 3 4 41 97 84 32 4 1 1 0 0 0 269
11:00 2 3 4 9 42 92 100 25 9 2 1 0 1 0 290
12 PM 3 6 2 17 52 73 113 50 14 1 2 1 0 0 334
13:00 4 1 2 7 41 109 117 45 12 5 1 0 0 0 344
14:00 1 9 2 4 47 128 128 58 11 3 3 0 0 1 395
15:00 9 3 4 21 63 180 128 50 22 3 2 1 0 0 486
16:00 4 9 2 10 61 161 190 71 23 2 1 0 0 0 534
17:00 12 2 1 22 102 217 202 68 13 2 2 0 0 0 643
18:00 7 5 8 30 92 180 129 41 11 1 1 0 0 0 505
19:00 6 3 2 16 63 124 81 30 2 1 0 1 0 0 329
20:00 1 4 1 10 47 79 58 17 5 1 0 0 0 0 223
21:00 2 2 3 19 28 44 36 18 4 0 0 1 0 0 157
22:00 1 0 2 3 9 22 22 14 3 0 2 0 0 0 78
23:00 0 0 0 3 4 21 15 6 2 2 0 0 0 0 53
Total 75 74 47 207 833 1927 1819 698 212 42 18 5 1 1 5959

Daily 15th Percentile : 32 MPH
50th Percentile : 39 MPH
85th Percentile : 45 MPH
95th Percentile : 49 MPH

Statistics Mean Speed(Average) : 40 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 3746
Percent in Pace : 62.9%
Number of Vehicles > 55 MPH : 67
Percent of Vehicles > 55 MPH : 1.1%

Page 167 ends

Page 4 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 1 0 1 0 1 5 4 4 2 1 0 1 0 20
01:00 0 0 0 0 0 0 1 2 2 2 0 0 0 0 7
02:00 1 0 0 0 0 1 1 4 1 2 1 0 0 0 11
03:00 0 0 0 0 1 1 6 3 4 2 1 0 0 0 18
04:00 0 0 0 3 3 5 14 9 8 3 1 1 0 1 48
05:00 0 0 0 3 11 8 13 29 12 3 2 0 1 0 82
06:00 1 1 1 8 8 25 48 49 24 8 3 0 0 0 176
07:00 3 4 8 5 32 54 141 136 51 6 4 0 0 0 444
08:00 6 8 2 21 32 62 120 113 44 8 5 1 0 0 422
09:00 3 2 2 7 16 47 99 80 28 7 1 0 0 0 292
10:00 1 0 1 7 26 48 78 55 31 7 4 2 1 0 261
11:00 5 1 2 14 13 31 114 66 37 8 1 2 0 0 294
12 PM 4 5 0 11 21 47 103 84 37 11 1 0 0 0 324
13:00 5 5 4 3 12 28 82 88 37 11 5 0 1 0 281
14:00 3 4 1 6 18 51 70 82 61 16 3 1 0 1 317
15:00 7 7 4 8 28 49 127 113 47 16 6 2 0 0 414
16:00 5 5 4 8 12 43 95 113 72 20 1 1 0 0 379
17:00 2 4 3 9 20 55 127 84 41 13 1 0 0 0 359
18:00 7 2 3 8 29 66 88 69 30 9 2 0 1 0 314
19:00 1 1 1 9 21 60 71 42 15 2 0 0 0 0 223
20:00 1 4 1 3 19 46 43 38 15 5 2 0 0 0 177
21:00 1 3 1 5 2 9 38 26 14 0 0 0 0 0 99
22:00 0 0 0 1 5 8 13 25 8 2 0 1 0 0 63
23:00 0 0 0 1 3 6 7 6 2 1 0 0 0 0 26
Total 56 57 38 141 332 751 1504 1320 625 164 45 11 5 2 5051

Daily 15th Percentile : 35 MPH
50th Percentile : 43 MPH
85th Percentile : 50 MPH
95th Percentile : 54 MPH

Statistics Mean Speed(Average) : 44 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 2824
Percent in Pace : 55.9%
Number of Vehicles > 55 MPH : 227
Percent of Vehicles > 55 MPH : 4.5%

Page 168 ends

Page 5 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 0 0 2 8 8 3 1 0 1 0 0 23
01:00 0 0 0 0 1 3 5 3 1 0 0 0 0 0 13
02:00 0 0 0 0 1 2 2 4 1 1 0 1 0 0 12
03:00 0 1 0 0 2 5 4 5 2 1 0 0 0 0 20
04:00 0 0 0 4 3 7 11 6 4 0 1 1 0 0 37
05:00 1 0 1 4 4 12 18 19 18 4 5 1 0 0 87
06:00 0 0 2 9 16 24 56 44 29 9 1 1 0 0 191
07:00 2 4 2 19 25 63 100 126 54 10 1 2 0 0 408
08:00 11 11 2 8 37 66 146 113 55 16 1 1 1 0 468
09:00 2 0 3 7 30 44 72 78 36 13 1 2 0 1 289
10:00 4 4 2 10 22 41 79 58 32 13 2 0 0 0 267
11:00 3 5 0 9 15 33 76 52 34 6 5 0 0 0 238
12 PM 4 1 1 5 30 49 91 77 36 5 0 0 1 0 300
13:00 9 11 2 9 23 59 101 99 45 12 4 0 0 0 374
14:00 2 3 2 8 12 30 74 97 54 16 4 3 0 0 305
15:00 3 5 1 5 13 34 106 116 57 11 8 1 0 0 360
16:00 4 5 1 9 20 40 100 120 64 14 3 0 0 0 380
17:00 7 6 2 9 35 40 123 100 37 16 4 0 2 0 381
18:00 2 6 1 11 34 90 128 86 25 8 2 2 0 0 395
19:00 1 3 0 9 28 53 55 44 17 7 0 0 0 0 217
20:00 2 4 1 11 14 32 53 46 14 5 2 0 0 0 184
21:00 0 4 0 2 7 11 35 38 8 1 0 1 0 0 107
22:00 1 1 1 3 4 11 21 14 10 3 0 0 0 0 69
23:00 1 0 1 0 1 4 11 7 4 2 0 0 0 0 31
Total 59 74 25 151 377 755 1475 1360 640 174 44 17 4 1 5156

Daily 15th Percentile : 35 MPH
50th Percentile : 43 MPH
85th Percentile : 50 MPH
95th Percentile : 54 MPH

Statistics Mean Speed(Average) : 44 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 2835
Percent in Pace : 55.0%
Number of Vehicles > 55 MPH : 240
Percent of Vehicles > 55 MPH : 4.7%

Page 169 ends

Page 6 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 0 0 3 0 3 6 7 3 2 0 0 0 0 24
01:00 0 0 0 2 1 4 2 4 2 0 0 0 0 0 15
02:00 0 0 0 0 0 2 5 4 2 1 1 0 0 0 15
03:00 1 0 0 1 1 1 5 5 1 2 0 0 0 0 17
04:00 0 0 0 3 3 4 6 14 4 4 0 0 0 0 38
05:00 0 0 0 9 2 3 24 23 21 7 3 0 0 0 92
06:00 4 0 3 8 7 23 51 56 22 5 2 0 0 0 181
07:00 4 5 3 12 34 55 103 124 49 7 4 1 0 0 401
08:00 9 7 3 10 43 82 144 102 33 14 3 0 0 1 451
09:00 4 4 7 7 25 48 89 80 32 12 3 0 0 0 311
10:00 3 2 1 9 17 37 75 65 18 8 2 0 0 0 237
11:00 4 2 3 11 21 59 91 66 33 6 1 0 0 0 297
12 PM 0 3 4 8 17 48 77 87 42 9 1 0 0 0 296
13:00 6 5 1 6 19 36 88 84 31 6 3 0 0 0 285
14:00 6 4 3 7 25 56 97 90 41 10 3 0 0 0 342
15:00 5 14 3 9 18 58 122 105 70 17 4 0 0 0 425
16:00 3 5 1 8 18 43 77 114 64 10 4 4 0 1 352
17:00 3 4 3 10 26 50 116 109 32 17 3 2 0 0 375
18:00 3 6 2 8 30 58 92 72 36 12 2 0 0 0 321
19:00 2 4 0 4 22 51 74 49 9 4 0 0 0 2 221
20:00 0 1 0 3 15 36 50 44 15 6 1 0 0 0 171
21:00 1 1 2 4 11 16 30 35 15 2 0 0 0 0 117
22:00 0 1 0 1 3 10 16 31 13 2 1 1 0 0 79
23:00 1 0 0 0 1 7 9 9 5 2 0 0 0 0 34
Total 59 68 39 143 359 790 1449 1379 593 165 41 8 0 4 5097

Daily 15th Percentile : 35 MPH
50th Percentile : 43 MPH
85th Percentile : 50 MPH
95th Percentile : 54 MPH

Statistics Mean Speed(Average) : 43 MPH
10 MPH Pace Speed : 41-50 MPH
Number in Pace : 2828
Percent in Pace : 55.5%
Number of Vehicles > 55 MPH : 218
Percent of Vehicles > 55 MPH : 4.3%

Page 170 ends

Page 7 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/27/22 0 2 0 2 6 14 18 9 5 3 1 0 1 0 61
01:00 0 0 0 1 3 3 7 4 2 2 0 0 0 0 22
02:00 2 0 0 2 1 7 6 4 2 2 1 0 0 0 27
03:00 0 0 0 1 1 1 9 5 6 2 1 0 0 0 26
04:00 0 2 0 3 5 8 29 16 17 3 1 1 0 2 87
05:00 1 0 0 5 14 19 44 42 24 5 3 0 1 0 158
06:00 3 5 1 10 15 55 95 86 37 8 3 0 0 0 318
07:00 6 12 9 11 69 136 255 182 62 14 6 1 0 0 763
08:00 8 19 6 37 88 192 251 171 66 11 6 2 0 0 857
09:00 4 3 2 14 46 141 205 127 33 11 3 0 0 0 589
10:00 1 1 1 12 57 118 162 101 44 10 4 2 1 0 514
11:00 7 3 3 19 50 110 213 116 45 12 1 2 0 0 581
12 PM 8 9 3 15 52 141 196 150 52 15 1 0 0 0 642
13:00 7 9 8 15 41 91 216 145 63 17 6 2 1 1 622
14:00 8 12 2 16 55 141 200 156 84 21 5 3 0 1 704
15:00 8 15 6 21 81 162 291 201 75 23 10 2 0 0 895
16:00 11 9 8 18 80 206 289 193 98 23 2 3 0 0 940
17:00 8 7 6 24 111 187 309 195 74 22 1 0 0 0 944
18:00 10 5 7 18 105 229 229 123 43 11 3 0 1 0 784
19:00 9 3 4 27 76 160 148 73 24 5 1 1 0 0 531
20:00 3 9 4 20 53 109 108 57 19 6 2 0 0 0 390
21:00 1 5 3 11 20 45 97 42 19 1 0 0 0 0 244
22:00 0 2 1 3 10 36 38 35 10 3 1 1 1 0 141
23:00 1 1 0 2 7 14 27 11 6 2 0 0 0 0 71
Total 106 133 74 307 1046 2325 3442 2244 910 232 62 20 6 4 10911

Daily 15th Percentile : 34 MPH
50th Percentile : 42 MPH
85th Percentile : 49 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 5767
Percent in Pace : 52.9%
Number of Vehicles > 55 MPH : 324
Percent of Vehicles > 55 MPH : 3.0%

Page 171 ends

Page 8 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/28/22 0 0 0 1 4 6 25 11 4 2 1 1 0 0 55
01:00 0 0 0 1 3 10 13 4 1 0 1 0 0 0 33
02:00 0 0 0 1 4 5 4 8 4 1 0 1 0 0 28
03:00 0 1 0 1 2 8 6 8 3 2 0 0 0 0 31
04:00 0 1 0 4 6 15 23 16 6 0 1 1 0 0 73
05:00 2 0 1 6 6 24 49 29 24 9 5 1 0 0 156
06:00 1 3 3 12 27 62 89 71 37 11 2 1 0 0 319
07:00 10 11 3 31 62 149 180 175 84 13 1 2 0 0 721
08:00 14 22 6 23 89 196 295 171 70 19 1 1 1 0 908
09:00 3 1 3 22 56 140 159 121 44 17 1 2 0 1 570
10:00 6 7 4 21 66 102 163 93 46 15 2 0 0 0 525
11:00 9 7 0 17 39 91 171 105 45 7 6 0 0 0 497
12 PM 8 5 2 18 57 156 232 139 54 7 0 0 1 0 679
13:00 21 21 4 17 55 158 246 170 60 16 4 1 0 0 773
14:00 5 9 4 16 31 118 189 156 75 20 5 3 0 0 631
15:00 9 11 4 13 34 147 280 200 91 15 10 2 0 0 816
16:00 11 9 2 20 59 193 273 224 89 19 5 0 0 0 904
17:00 15 9 7 25 103 245 344 220 61 26 5 0 2 0 1062
18:00 5 14 2 33 98 233 294 155 43 13 3 2 0 0 895
19:00 4 5 4 35 98 152 129 69 26 11 0 0 0 0 533
20:00 2 4 3 24 38 91 113 78 22 10 2 0 0 0 387
21:00 0 6 4 11 29 50 82 51 18 3 1 2 2 0 259
22:00 1 2 1 9 14 30 60 24 13 4 1 0 0 0 159
23:00 1 1 1 2 8 19 31 18 6 2 0 0 0 0 89
Total 127 149 58 363 988 2400 3450 2316 926 242 57 20 6 1 11103

Daily 15th Percentile : 34 MPH
50th Percentile : 42 MPH
85th Percentile : 49 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 42 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 5850
Percent in Pace : 52.7%
Number of Vehicles > 55 MPH : 326
Percent of Vehicles > 55 MPH : 2.9%

Page 172 ends

Page 9 ends

City of Rancho Cucamonga
Hermosa Avenue
100' S/ Monte Vista Street
24 Hour Directional Speed Survey

RNC003
Site Code: 122-22801

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Northbound, Southbound
Start 1 16 21 26 31 36 41 46 51 56 61 66 71 76
Time 15 20 25 30 35 40 45 50 55 60 65 70 75 999 Total
09/29/22 0 1 1 3 2 6 17 14 5 2 0 0 0 0 51
01:00 0 0 0 3 2 12 8 8 3 0 1 0 0 0 37
02:00 0 0 0 1 2 4 13 5 4 1 1 0 0 0 31
03:00 1 0 0 1 2 4 11 7 3 4 0 0 0 0 33
04:00 0 1 0 4 5 8 19 20 10 5 0 0 0 0 72
05:00 3 0 1 9 7 12 52 35 32 10 3 0 0 0 164
06:00 7 5 4 9 17 54 102 77 33 7 2 0 0 0 317
07:00 12 10 5 14 66 142 193 175 66 13 5 2 0 0 703
08:00 12 20 8 24 96 236 275 148 51 15 3 0 0 1 889
09:00 8 6 8 19 58 147 161 103 39 15 3 0 0 0 567
10:00 5 2 4 13 58 134 159 97 22 9 3 0 0 0 506
11:00 6 5 7 20 63 151 191 91 42 8 2 0 1 0 587
12 PM 3 9 6 25 69 121 190 137 56 10 3 1 0 0 630
13:00 10 6 3 13 60 145 205 129 43 11 4 0 0 0 629
14:00 7 13 5 11 72 184 225 148 52 13 6 0 0 1 737
15:00 14 17 7 30 81 238 250 155 92 20 6 1 0 0 911
16:00 7 14 3 18 79 204 267 185 87 12 5 4 0 1 886
17:00 15 6 4 32 128 267 318 177 45 19 5 2 0 0 1018
18:00 10 11 10 38 122 238 221 113 47 13 3 0 0 0 826
19:00 8 7 2 20 85 175 155 79 11 5 0 1 0 2 550
20:00 1 5 1 13 62 115 108 61 20 7 1 0 0 0 394
21:00 3 3 5 23 39 60 66 53 19 2 0 1 0 0 274
22:00 1 1 2 4 12 32 38 45 16 2 3 1 0 0 157
23:00 1 0 0 3 5 28 24 15 7 4 0 0 0 0 87
Total 134 142 86 350 1192 2717 3268 2077 805 207 59 13 1 5 11056

Daily 15th Percentile : 33 MPH
50th Percentile : 41 MPH
85th Percentile : 48 MPH
95th Percentile : 53 MPH

Statistics Mean Speed(Average) : 41 MPH
10 MPH Pace Speed : 36-45 MPH
Number in Pace : 5985
Percent in Pace : 54.1%
Number of Vehicles > 55 MPH : 285
Percent of Vehicles > 55 MPH : 2.6%

Page 173 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Appendix B:

Crash Data Reports

Page 174 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
10/17/22
From 1/1/2017 to 9/13/2022
Total Collisions: 40
Injury Collisions: 13
Fatal Collisions: 0
19TH ST from HERMOSA AVE to HAVEN AVE Page 1 of 7
8304895 1/20/2017 13:37 Friday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Driving Under Influence
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 023152A Hit & Run: No Daylight Raining Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 35Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HBD Under InfluencVeh Type: Passenger Car
NorthDriverParty 1 2004 HONDA
Not StatedAir Bag Deployed
Age: 34Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 MERCEDES-BEN
Not StatedAir Bag Not Deployed
Age: 66Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pickup Truck
EastDriverParty 3 2002 CHEVROLET
8369058 2/24/2017 20:50 Friday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021453C Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 15Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Pickup Truck
SouthDriverParty 1 2008 GMC
Not StatedAir Bag Deployed
Age: 25Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2010 KIA
8337739 3/5/2017 17:20 Sunday
Vehicle - Pedestrian Pedestrian
19TH ST - HERMOSA AVE
Ped R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021950A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 56Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2014 FORD
Not StatedNot Stated
Age: 46Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pedestrian
NorthPedestrianParty 2 0 -
8349400 4/1/2017 15:51 Saturday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 17Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2007 NISSAN
Not StatedAir Bag Deployed
Age: 67Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2012 JAGUAR
8398254 5/24/2017 00:30 Wednesday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Unknown
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 0Hit & Run: No
Dark - Street Lig Clear Pty at Fault:

Not StatedAir Bag Not Deployed
Age: 55Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Motorcycle
NorthDriverParty 1 2001 SUZUKI
Not StatedAir Bag Deployed
Age: 21Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 HONDA

Page 175 ends

19TH ST from HERMOSA AVE to HAVEN AVE Page 2 of 7
8441294 8/26/2017 08:56 Saturday
Rear-End Other Motor Vehicle
19TH ST - HERMOSA AVE
Auto R/W Violation
3' Direction: East
Complaint of Pain # Inj: 1 # Killed: 021453B Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 62Female
Assoc Factor: Not Stated
Making Right Turn
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 1992 TOYOTA Complaint of Pain
Not StatedAir Bag Deployed
Age: 24Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 KIA No Injury
8463065 9/29/2017 13:38 Friday
Rear-End Other Motor Vehicle
19TH ST - HAVEN AVE
Unsafe Speed
18' Direction: South
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 42Female
Assoc Factor: Not Stated
Slowing/Stopping
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 2009 VOLKSWAGEN No Injury
Not StatedAir Bag Not Deployed
Age: 42Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2001 HONDA No Injury
8479045 10/4/2017 17:18 Wednesday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedM/C Helmet Passenger - Yes
Age: 69Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 1 2011 LEXUS No Injury
Not StatedNot Stated
Age: 18Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
SouthDriverParty 2 1995 HONDA No Injury
8490727 10/23/2017 07:57 Monday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Motorcycle
SouthDriverParty 1 1999 TRIUMPH Other Visible Injury
Not StatedAir Bag Not Deployed
Age: 72Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2017 FORD No Injury
8537456 12/7/2017 14:18 Thursday
Rear-End Other Motor Vehicle
19TH ST - HAVEN AVE
Unsafe Speed
200' Direction: West
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 20Female
Assoc Factor: Not Stated
Slowing/Stopping
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 2005 TOYOTA No Injury
Not StatedAir Bag Not Deployed
Age: 72Male
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2013 TESLA No Injury
8539197 12/11/2017 06:02 Monday
Sideswipe Other Motor Vehicle
HAVEN AVE - 19TH ST
Improper Turning
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 022107 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 53Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2001 HONDA Complaint of Pain
Not StatedAir Bag Not Deployed
Age: 25Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2007 MAZDA No Injury
8583256 2/28/2018 20:55 Wednesday
Rear-End Other Motor Vehicle
19TH ST - HAVEN AVE
Driving Under Influence
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 023152A Hit & Run: Misde Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 62Male
Assoc Factor: Not Stated
Not Stated
Sobriety: HBD Under InfluencVeh Type: Passenger Car
EastDriverParty 1 2003 FORD Sport Utility Vehicle No Injury

Page 176 ends

19TH ST from HERMOSA AVE to HAVEN AVE Page 3 of 7
Not StatedAir Bag Not Deployed
Age: 33Male
Assoc Factor: Not Stated
Not Stated
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2012 HONDA Passenger Car, Station Wagon, Jeep No Injury 8626340 3/9/2018 15:58 Friday
Rear-End Other Motor Vehicle
19TH ST - HAVEN AVE
Unsafe Speed
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Cloudy Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 69Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 2002 TOYOTA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 54Male
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2016 KIA Passenger Car, Station Wagon, Jeep No Injury 8629726 4/18/2018 14:54 Wednesday
Rear-End Other Motor Vehicle
HAVEN AVE - 19TH ST
Unsafe Speed
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedNot Stated
Age: 41Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 1 2005 DODGE No Injury
Not StatedNot Stated
Age: 31Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 2 2017 BMW No Injury
8627123 5/2/2018 09:03 Wednesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Raining Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 23Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2005 NISSAN Passenger Car, Station Wagon, Jeep No Injury Not StatedLap/Shoulder Harness Used
Age: 57Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2016 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury 8672987 6/7/2018 19:21 Thursday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 22Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2017 KIA Passenger Car, Station Wagon, Jeep No Injury Not StatedNot Stated
Age: 34Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2003 ACURA Passenger Car, Station Wagon, Jeep No Injury 8672991 6/8/2018 20:30 Friday
Broadside Pedestrian
19TH ST - HERMOSA AVE
Unknown
740' Direction: East
Property Damage Only # Inj: 0 # Killed: 0Hit & Run: No
Dark - Street Lig Clear Pty at Fault:

Not StatedAir Bag Not Deployed
Age: 27Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2007 FORD Passenger Car, Station Wagon, Jeep No Injury Not StatedNot Stated
Age: 15Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pedestrian
EastPedestrianParty 2 0 - Pedestrian No Injury
8672807 7/4/2018 22:56 Wednesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 42Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HBD Not Under InfluVeh Type: Passenger Car
SouthDriverParty 1 2007 SCION Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 64Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2014 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8725638 9/13/2018 16:44 Thursday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1

Page 177 ends

19TH ST from HERMOSA AVE to HAVEN AVE Page 4 of 7
Not StatedPassive Restraint Not Used
Age: 20Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1996 BUICK Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 63Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2003 TOYOTA Passenger Car, Station Wagon, Jeep Other Visible Injury 8713341 9/27/2018 16:47 Thursday
Rear-End Other Motor Vehicle
HAVEN AVE - 19TH ST
Unsafe Speed
0' Direction: South
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 24Female
Assoc Factor: Not Stated
Changing Lanes
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2007 SUBARU Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 31Male
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
Not SDriverParty 2 2007 HONDA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 37Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 3 2010 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury 8743742 10/26/2018 Friday
Rear-End Motor Vehicle on Oth
HAVEN AVE - 19TH ST
Unsafe Speed
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 88Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2018 JEEP Sport Utility Vehicle No Injury Not StatedAir Bag Not Deployed
Age: 32Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 2 2012 TOYOTA No Injury
8789837 1/6/2019 12:10 Sunday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1994 HONDA Passenger Car, Station Wagon, Jeep Complaint of Pain Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2015 KIA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 47Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
Not SDriverParty 3 2018 TOYOTA Sport Utility Vehicle No Injury 8894399 6/4/2019 16:53 Tuesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedNot Stated
Age: 26Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Not Stated
SouthDriverParty 1 2006 TOYOTA No Injury
Not StatedNot Stated
Age: 73Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 2 2017 CHEVROLET No Injury
8900030 7/2/2019 16:22 Tuesday
Broadside Other Motor Vehicle
19TH ST - HERMOSA AVE
Traffic Signals and Signs
23' Direction: West
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 16Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2007 FORD Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 61Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2017 BMW Passenger Car, Station Wagon, Jeep No Injury 8973257 7/5/2019 21:18 Friday
Sideswipe Other Motor Vehicle
HAVEN AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021453B Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 50Female
Assoc Factor: Not Stated
Making Right Turn
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 2014 KIA Passenger Car, Station Wagon, Jeep No Injury

Page 178 ends

19TH ST from HERMOSA AVE to HAVEN AVE Page 5 of 7
Not StatedAir Bag Not Deployed
Age: 51Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Other Bus
SouthDriverParty 2 2012 OTHER - BUS General Public Transit Vehicle No Injury 8966937 8/28/2019 08:17 Wednesday
Sideswipe Other Motor Vehicle
19TH ST - HAVEN AVE
Unsafe Lane Change
45' Direction: West
Property Damage Only # Inj: 0 # Killed: 021658A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 66Female
Assoc Factor: Not Stated
Changing Lanes
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2017 LINCOLN Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 41Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Truck
EastDriverParty 2 2012 PETERBILT Three or More Axle Truck No Injury 8967811 8/30/2019 16:47 Friday
Hit Object Fixed Object
19TH ST - HAVEN AVE
Improper Turning
1' Direction: West
Property Damage Only # Inj: 0 # Killed: 022107 Hit & Run: Misde Daylight Clear Pty at Fault:1
Not StatedNot Stated
Age: Not Sta
Assoc Factor: Not Stated
Making Right Turn
Sobriety: Not ApplicableVeh Type: Truck
NorthDriverParty 1 0 - Truck Tractor No Injury
8973623 9/3/2019 07:49 Tuesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 34Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2012 HONDA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 59Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2011 VOLKSWAGEN Passenger Car, Station Wagon, Jeep No Injury 8973615 9/3/2019 19:38 Tuesday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 44Male
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HBD Not Under InfluVeh Type: Motorcycle
SouthDriverParty 1 2018 HARLEY-DAVIDS Motorcycle No Injury Not StatedAir Bag Not Deployed
Age: 24Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2016 SCION Passenger Car, Station Wagon, Jeep No Injury 8968111 10/2/2019 07:00 Wednesday
Hit Object Fixed Object
19TH ST - CARTILLA AVE
Unsafe Speed
185' Direction: West
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Not Stated Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: Not ApplicableVeh Type: Passenger Car
WestDriverParty 1 1989 TOYOTA Sport Utility Vehicle No Injury 8967901 10/21/2019 09:48 Monday
Sideswipe Other Motor Vehicle
19TH ST - CARTILLA AVE
Improper Turning
45' Direction: West
Property Damage Only # Inj: 0 # Killed: 022107 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 33Male
Assoc Factor: Violation
Making U Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2009 FREIGHTLINER Mini Van No Injury
Not StatedAir Bag Not Deployed
Age: 37Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2014 ISUZU Mini Van No Injury
9003821 11/20/2019 17:15 Wednesday
Vehicle - Pedestrian Pedestrian
19TH ST - CARTILLA AVE
Ped R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021950A Hit & Run: No Dark - Street Lig Cloudy Pty at Fault:2
Not StatedNot Stated
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pedestrian
NorthPedestrianParty 1 0 - Pedestrian Other Visible Injury Not StatedAir Bag Not Deployed
Age: 48Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 HONDA Passenger Car, Station Wagon, Jeep No Injury

Page 179 ends

19TH ST from HERMOSA AVE to HAVEN AVE Page 6 of 7
9159239 8/26/2020 16:42 Wednesday
Head-On Motor Vehicle on Oth
HAVEN AVE - 19TH ST
Other
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 0B Hit & Run: No Daylight Not Stated Pty at Fault:1
Not StatedAir Bag Deployed
Age: 35Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: Not ApplicableVeh Type: Passenger Car
WestDriverParty 1 2012 - Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 17Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: Not ApplicableVeh Type: Passenger Car
Not SDriverParty 2 2012 - Passenger Car, Station Wagon, Jeep No Injury 9170608 9/10/2020 22:14 Thursday
Other Not Stated
HAVEN AVE - 19TH ST
Improper Turning
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 022107 Hit & Run: Misde Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 19Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1998 - Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 18Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2019 - Passenger Car, Station Wagon, Jeep Complaint of Pain 9170595 9/29/2020 19:25 Tuesday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Unknown
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 0Hit & Run: No
Dark - Street Lig Clear Pty at Fault:

Not StatedAir Bag Deployed
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2018 FORD Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 33Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2012 - Passenger Car, Station Wagon, Jeep No Injury 9237148 10/25/2020 08:54 Sunday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 16Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2020 - Passenger Car, Station Wagon, Jeep Complaint of Pain Not StatedAir Bag Deployed
Age: 36Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2019 - Passenger Car, Station Wagon, Jeep No Injury 9237169 10/29/2020 13:40 Thursday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Improper Turning
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 022100A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 66Female
Assoc Factor: Not Stated
Making Right Turn
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2009 - Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 62Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2018 - Passenger Car, Station Wagon, Jeep No Injury 9251550 11/11/2020 17:10 Wednesday
Broadside Other Motor Vehicle
19TH ST - HERMOSA AVE
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021801A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 43Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2017 - Passenger Car, Station Wagon, Jeep No Injury Not StatedNone in Vehicle
Age: 21Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Motorcycle
NorthDriverParty 2 2016 - Motorcycle Other Visible Injury 9232398 1/1/2021 14:00 Friday
Broadside Other Motor Vehicle
HAVEN AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 20Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2006 - Passenger Car, Station Wagon, Jeep No Injury

Page 180 ends

19TH ST from HERMOSA AVE to HAVEN AVE Page 7 of 7
Not StatedAir Bag Deployed
Age: 56Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2006 - Sport Utility Vehicle Other Visible Injury 9415580 12/14/2021 15:08 Tuesday
Hit Object Fixed Object
HAVEN AVE - 19TH ST
Unsafe Speed
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Cloudy Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 31Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2007 FORD Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.51 miles (2,669')
Settings for Query:

Segment: 19TH ST between HERMOSA AVE and HAVEN AVE
Include Intersection Related at Limit 1 (HERMOSA AVE): True Include Intersection Related at Limit 2 (HAVEN AVE): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

Page 181 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
9/13/22
From 1/1/2017 to 9/13/2022
Total Collisions: 3
Injury Collisions: 1
Fatal Collisions: 0
19TH ST & CARTILLA AVE Page 1 of 1
8968111 10/2/2019 07:00 Wednesday
Hit Object Fixed Object
19TH ST - CARTILLA AVE
Unsafe Speed
185' Direction: West
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Not Stated Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: Not ApplicableVeh Type: Passenger Car
WestDriverParty 1 1989 TOYOTA Sport Utility Vehicle No Injury 8967901 10/21/2019 09:48 Monday
Sideswipe Other Motor Vehicle
19TH ST - CARTILLA AVE
Improper Turning
45' Direction: West
Property Damage Only # Inj: 0 # Killed: 022107 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 33Male
Assoc Factor: Violation
Making U Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2009 FREIGHTLINER Mini Van No Injury
Not StatedAir Bag Not Deployed
Age: 37Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2014 ISUZU Mini Van No Injury
9003821 11/20/2019 17:15 Wednesday
Vehicle - Pedestrian Pedestrian
19TH ST - CARTILLA AVE
Ped R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021950A Hit & Run: No Dark - Street Lig Cloudy Pty at Fault:2
Not StatedNot Stated
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pedestrian
NorthPedestrianParty 1 0 - Pedestrian Other Visible Injury Not StatedAir Bag Not Deployed
Age: 48Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 HONDA Passenger Car, Station Wagon, Jeep No Injury Settings for Query:

Street: 19TH ST
Cross Street: CARTILLA AVE
Intersection Related: True
Sorted By: Date and Time

Page 182 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
10/17/22
From 1/1/2017 to 9/13/2022
Total Collisions: 20
Injury Collisions: 9
Fatal Collisions: 0
HERMOSA AVE from VICTORIA ST to 19TH ST Page 1 of 4
8304895 1/20/2017 13:37 Friday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Driving Under Influence
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 023152A Hit & Run: No Daylight Raining Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 35Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HBD Under InfluencVeh Type: Passenger Car
NorthDriverParty 1 2004 HONDA
Not StatedAir Bag Deployed
Age: 34Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 MERCEDES-BEN
Not StatedAir Bag Not Deployed
Age: 66Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pickup Truck
EastDriverParty 3 2002 CHEVROLET
8337739 3/5/2017 17:20 Sunday
Vehicle - Pedestrian Pedestrian
19TH ST - HERMOSA AVE
Ped R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021950A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 56Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2014 FORD
Not StatedNot Stated
Age: 46Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pedestrian
NorthPedestrianParty 2 0 -
8349400 4/1/2017 15:51 Saturday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 17Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2007 NISSAN
Not StatedAir Bag Deployed
Age: 67Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2012 JAGUAR
8479045 10/4/2017 17:18 Wednesday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedM/C Helmet Passenger - Yes
Age: 69Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 1 2011 LEXUS No Injury
Not StatedNot Stated
Age: 18Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
SouthDriverParty 2 1995 HONDA No Injury
8490727 10/23/2017 07:57 Monday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Motorcycle
SouthDriverParty 1 1999 TRIUMPH Other Visible Injury
Not StatedAir Bag Not Deployed
Age: 72Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2017 FORD No Injury

Page 183 ends

HERMOSA AVE from VICTORIA ST to 19TH ST Page 2 of 4
8538130 12/11/2017 19:12 Monday
Broadside Other Motor Vehicle

HERMOSA AVE - VICTORIA ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021802A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 50Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 2006 HONDA No Injury
Not StatedAir Bag Not Deployed
Age: 24Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2006 HONDA No Injury
8627123 5/2/2018 09:03 Wednesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Raining Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 23Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2005 NISSAN Passenger Car, Station Wagon, Jeep No Injury Not StatedLap/Shoulder Harness Used
Age: 57Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2016 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury 8672807 7/4/2018 22:56 Wednesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 42Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HBD Not Under InfluVeh Type: Passenger Car
SouthDriverParty 1 2007 SCION Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 64Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2014 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8725638 9/13/2018 16:44 Thursday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedPassive Restraint Not Used
Age: 20Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1996 BUICK Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 63Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2003 TOYOTA Passenger Car, Station Wagon, Jeep Other Visible Injury 8789837 1/6/2019 12:10 Sunday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1994 HONDA Passenger Car, Station Wagon, Jeep Complaint of Pain Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2015 KIA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 47Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
Not SDriverParty 3 2018 TOYOTA Sport Utility Vehicle No Injury 8894399 6/4/2019 16:53 Tuesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedNot Stated
Age: 26Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Not Stated
SouthDriverParty 1 2006 TOYOTA No Injury
Not StatedNot Stated
Age: 73Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 2 2017 CHEVROLET No Injury
8973623 9/3/2019 07:49 Tuesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1

Page 184 ends

HERMOSA AVE from VICTORIA ST to 19TH ST Page 3 of 4
Not StatedAir Bag Not Deployed
Age: 34Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2012 HONDA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 59Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2011 VOLKSWAGEN Passenger Car, Station Wagon, Jeep No Injury 9091367 2/25/2020 07:48 Tuesday
Broadside Other Motor Vehicle

HERMOSA AVE - VICTORIA ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 79Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2000 - Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 18Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2002 FORD Passenger Car, Station Wagon, Jeep Complaint of Pain 9103507 5/4/2020 17:50 Monday
Broadside Other Motor Vehicle

HERMOSA AVE - VICTORIA ST
Traffic Signals and Signs
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 022450 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 31Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2006 JEEP Sport Utility Vehicle No Injury Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Truck
NorthDriverParty 2 2007 - Two Axle Truck No Injury
Not StatedAir Bag Deployed
Age: 57Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 3 2014 FORD Sport Utility Vehicle Other Visible Injury 9170607 9/18/2020 13:40 Friday
Hit Object Fixed Object

HERMOSA AVE - MIGNONETTE ST
Unsafe Speed
138' Direction: South
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: Male
Assoc Factor: Not Stated
Ran Off Road
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2020 - Passenger Car, Station Wagon, Jeep No Injury 9237148 10/25/2020 08:54 Sunday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 16Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2020 - Passenger Car, Station Wagon, Jeep Complaint of Pain Not StatedAir Bag Deployed
Age: 36Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2019 - Passenger Car, Station Wagon, Jeep No Injury 9251550 11/11/2020 17:10 Wednesday
Broadside Other Motor Vehicle
19TH ST - HERMOSA AVE
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021801A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 43Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2017 - Passenger Car, Station Wagon, Jeep No Injury Not StatedNone in Vehicle
Age: 21Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Motorcycle
NorthDriverParty 2 2016 - Motorcycle Other Visible Injury 9377106 11/17/2021 12:28 Wednesday
Hit Object Fixed Object

HERMOSA AVE - VICTORIA ST
Unsafe Speed
15' Direction: North
Property Damage Only # Inj: 0 # Killed: 022350 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 25Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: Not StatedVeh Type: Pickup Truck
NorthDriverParty 1 2016 - Pickups & Panels No Injury
Not StatedNot Stated
Age: Not Sta
Assoc Factor: Not Stated
Not Stated
Sobriety: Not StatedVeh Type: Not Stated
Not SDriverParty 2 0 - No Injury
Not StatedNot Stated
Age: Not Sta
Assoc Factor: Not Stated
Not Stated
Sobriety: Not StatedVeh Type: Not Stated
Not SDriverParty 3 0 - No Injury

Page 185 ends

HERMOSA AVE from VICTORIA ST to 19TH ST Page 4 of 4
9415077 12/12/2021 13:07 Sunday
Broadside Other Motor Vehicle

HERMOSA AVE - VICTORIA ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021800A Hit & Run: No Daylight Clear Pty at Fault:1
School Bus RelatedAir Bag Not Deployed
Age: 18Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pickup Truck
EastDriverParty 1 2001 - Pickups & Panels No Injury
School Bus RelatedAir Bag Deployed
Age: 36Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2008 - Sport Utility Vehicle No Injury 9415316 1/12/2022 14:37 Wednesday
Head-On Other Motor Vehicle

HERMOSA AVE - VICTORIA ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 22Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: Not ApplicableVeh Type: Passenger Car
NorthDriverParty 1 2019 - Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 67Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: Not ApplicableVeh Type: Passenger Car
SouthDriverParty 2 1997 - Passenger Car, Station Wagon, Jeep No Injury Segment Length: 0.24 miles (1,271')
Settings for Query:

Segment: HERMOSA AVE between VICTORIA ST and 19TH ST
Include Intersection Related at Limit 1 (VICTORIA ST): True Include Intersection Related at Limit 2 (19TH ST): True Include Intersection Related at Intermediate Intersections: True Sorted By: Date and Time

Page 186 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
9/13/22
From 1/1/2017 to 9/13/2022
Total Collisions: 15
Injury Collisions: 7
Fatal Collisions: 0
HERMOSA AVE & 19TH ST Page 1 of 3
8304895 1/20/2017 13:37 Friday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Driving Under Influence
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 023152A Hit & Run: No Daylight Raining Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 35Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HBD Under InfluencVeh Type: Passenger Car
NorthDriverParty 1 2004 HONDA
Not StatedAir Bag Deployed
Age: 34Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 MERCEDES-BEN
Not StatedAir Bag Not Deployed
Age: 66Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pickup Truck
EastDriverParty 3 2002 CHEVROLET
8337739 3/5/2017 17:20 Sunday
Vehicle - Pedestrian Pedestrian
19TH ST - HERMOSA AVE
Ped R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021950A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 56Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2014 FORD
Not StatedNot Stated
Age: 46Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pedestrian
NorthPedestrianParty 2 0 -
8349400 4/1/2017 15:51 Saturday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 17Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2007 NISSAN
Not StatedAir Bag Deployed
Age: 67Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2012 JAGUAR
8441294 8/26/2017 08:56 Saturday
Rear-End Other Motor Vehicle
19TH ST - HERMOSA AVE
Auto R/W Violation
3' Direction: East
Complaint of Pain # Inj: 1 # Killed: 021453B Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 62Female
Assoc Factor: Not Stated
Making Right Turn
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 1 1992 TOYOTA Complaint of Pain
Not StatedAir Bag Deployed
Age: 24Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
EastDriverParty 2 2014 KIA No Injury
8479045 10/4/2017 17:18 Wednesday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedM/C Helmet Passenger - Yes
Age: 69Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 1 2011 LEXUS No Injury
Not StatedNot Stated
Age: 18Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
SouthDriverParty 2 1995 HONDA No Injury

Page 187 ends

HERMOSA AVE & 19TH ST Page 2 of 3
8490727 10/23/2017 07:57 Monday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 21Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Motorcycle
SouthDriverParty 1 1999 TRIUMPH Other Visible Injury
Not StatedAir Bag Not Deployed
Age: 72Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2017 FORD No Injury
8627123 5/2/2018 09:03 Wednesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Raining Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 23Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2005 NISSAN Passenger Car, Station Wagon, Jeep No Injury Not StatedLap/Shoulder Harness Used
Age: 57Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2016 CHEVROLET Passenger Car, Station Wagon, Jeep No Injury 8672807 7/4/2018 22:56 Wednesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Traffic Signals and Signs
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 42Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HBD Not Under InfluVeh Type: Passenger Car
SouthDriverParty 1 2007 SCION Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 64Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 2 2014 TOYOTA Passenger Car, Station Wagon, Jeep No Injury 8725638 9/13/2018 16:44 Thursday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedPassive Restraint Not Used
Age: 20Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1996 BUICK Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Deployed
Age: 63Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2003 TOYOTA Passenger Car, Station Wagon, Jeep Other Visible Injury 8789837 1/6/2019 12:10 Sunday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 1994 HONDA Passenger Car, Station Wagon, Jeep Complaint of Pain Not StatedAir Bag Deployed
Age: 30Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2015 KIA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 47Female
Assoc Factor: Not Stated
Stopped in Road
Sobriety: HNBDVeh Type: Passenger Car
Not SDriverParty 3 2018 TOYOTA Sport Utility Vehicle No Injury 8894399 6/4/2019 16:53 Tuesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedNot Stated
Age: 26Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Not Stated
SouthDriverParty 1 2006 TOYOTA No Injury
Not StatedNot Stated
Age: 73Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Not Stated
NorthDriverParty 2 2017 CHEVROLET No Injury
8900030 7/2/2019 16:22 Tuesday
Broadside Other Motor Vehicle
19TH ST - HERMOSA AVE
Traffic Signals and Signs
23' Direction: West
Property Damage Only # Inj: 0 # Killed: 021453A Hit & Run: No Daylight Clear Pty at Fault:1

Page 188 ends

HERMOSA AVE & 19TH ST Page 3 of 3
Not StatedAir Bag Not Deployed
Age: 16Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2007 FORD Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 61Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 2017 BMW Passenger Car, Station Wagon, Jeep No Injury 8973623 9/3/2019 07:49 Tuesday
Broadside Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 34Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2012 HONDA Passenger Car, Station Wagon, Jeep No Injury Not StatedAir Bag Not Deployed
Age: 59Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2011 VOLKSWAGEN Passenger Car, Station Wagon, Jeep No Injury 9237148 10/25/2020 08:54 Sunday
Head-On Other Motor Vehicle
HERMOSA AVE - 19TH ST
Auto R/W Violation
0' Direction: Not Stated
Complaint of Pain # Inj: 1 # Killed: 021801A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 16Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 1 2020 - Passenger Car, Station Wagon, Jeep Complaint of Pain Not StatedAir Bag Deployed
Age: 36Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2019 - Passenger Car, Station Wagon, Jeep No Injury 9251550 11/11/2020 17:10 Wednesday
Broadside Other Motor Vehicle
19TH ST - HERMOSA AVE
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021801A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedLap/Shoulder Harness Used
Age: 43Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2017 - Passenger Car, Station Wagon, Jeep No Injury Not StatedNone in Vehicle
Age: 21Male
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Motorcycle
NorthDriverParty 2 2016 - Motorcycle Other Visible Injury Settings for Query:

Street: HERMOSA AVE
Cross Street: 19TH ST
Intersection Related: True
Sorted By: Date and Time

Page 189 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
9/13/22
From 1/1/2017 to 9/13/2022
Total Collisions: 0
Injury Collisions: 0
Fatal Collisions: 0
HERMOSA AVE & HAMILTON ST Page 1 of 1
Settings for Query:

Street: HERMOSA AVE
Cross Street: HAMILTON ST
Intersection Related: True
Sorted By: Date and Time

Page 190 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
9/13/22
From 1/1/2017 to 9/13/2022
Total Collisions: 1
Injury Collisions: 0
Fatal Collisions: 0
HERMOSA AVE & MIGNONETTE ST Page 1 of 1
9170607 9/18/2020 13:40 Friday
Hit Object Fixed Object

Street: HERMOSA AVE
Cross Street: MIGNONETTE ST
Intersection Related: True
Sorted By: Date and Time

Page 191 ends

Collision Summary Report
City of Rancho Cucamonga
Traffic Management Section
9/13/22
From 1/1/2017 to 9/13/2022
Total Collisions: 3
Injury Collisions: 1
Fatal Collisions: 0
HERMOSA AVE & MONTE VISTA ST Page 1 of 1
8521044 10/31/2017 20:52 Tuesday
Broadside Other Motor Vehicle

HERMOSA AVE - MONTE VISTA ST
Auto R/W Violation
0' Direction: Not Stated
Property Damage Only # Inj: 0 # Killed: 021802A Hit & Run: No Dark - Street Lig Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 18Female
Assoc Factor: Not Stated
Making Left Turn
Sobriety: HNBDVeh Type: Passenger Car
WestDriverParty 1 2016 TOYOTA No Injury
Not StatedAir Bag Not Deployed
Age: 42Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
NorthDriverParty 2 1998 LEXUS No Injury
8583215 2/1/2018 14:10 Thursday
Hit Object Fixed Object

MONTE VISTA ST - HERMOSA AVE
Improper Turning
23' Direction: West
Property Damage Only # Inj: 0 # Killed: 022107 Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Deployed
Age: 32Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 1 2010 MAZDA Passenger Car, Station Wagon, Jeep No Injury 9408486 1/15/2022 14:46 Saturday
Broadside Other Motor Vehicle

HERMOSA AVE - MONTE VISTA ST
Auto R/W Violation
0' Direction: Not Stated
Other Visible Injury # Inj: 1 # Killed: 021802A Hit & Run: No Daylight Clear Pty at Fault:1
Not StatedAir Bag Not Deployed
Age: 49Male
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Pickup Truck
EastDriverParty 1 2017 - Pickups & Panels No Injury
Not StatedAir Bag Deployed
Age: 38Female
Assoc Factor: Not Stated
Proceeding Straight
Sobriety: HNBDVeh Type: Passenger Car
SouthDriverParty 2 2019 - Passenger Car, Station Wagon, Jeep No Injury Settings for Query:

Street: HERMOSA AVE
Cross Street: MONTE VISTA ST
Intersection Related: True
Sorted By: Date and Time

Page 192 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Appendix C:

Warrant Analysis Worksheets

Page 193 ends

SIGNAL WARRANT WORKSHEET
Warrant 4, Pedestrian Volume (70%)

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.05 Warrant 4, Pedestrian Volume 70% (1/2) Speed Limit: 45 mph
Major Street Total Pedestrians Population: N/A
Street Name Hermosa Ave --
Hour Volume* (vph) Volume (pph)
*Total of both approaches for major street
Figure 4C - 6. Warrant 4, Pedestrian Four-Hour Volume (70%) Source: 2014 CA MUTCD
16 NO 890
The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street.

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:
8:00 AM
10:00 AM
823 29
515 7
Warrant 4 Met?
NO
NO
A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or
B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.

Hermosa Avenue Pedestrian Crossing Study
Mignonette St & Hermosa Ave
City of Rancho Cucamonga
If the posted or statutory speed limit or the 85th-percentile speed on the major street exceeds 35 mph, or if the intersection lies within the built-up area of an isolated community having a population of less than 10,000, Figure 4C-6 may be used
6:30 AM 634 13 NO
2:30 AM
AT - Michael Baker International
Rev. October 2022

Page 194 ends

SIGNAL WARRANT WORKSHEET
Warrant 4, Pedestrian Volume (70%)

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.05 Warrant 4, Pedestrian Volume 70% (2/2) Speed Limit: 45 mph
Major Street Total Pedestrians Population: N/A
Street Name Hermosa Ave --
Hour Volume* (vph) Volume (pph)
*Total of both approaches for major street
Figure 4C - 8. Warrant 4, Pedestrian Peak Hour (70%)
Source: 2014 CA MUTCD
A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or
Hermosa Avenue Pedestrian Crossing Study
Mignonette St & Hermosa Ave
City of Rancho Cucamonga
The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street.

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:

B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.

Page 195 ends

SIGNAL WARRANT WORKSHEET
Warrant 4, Pedestrian Volume (70%)

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.05 Warrant 4, Pedestrian Volume 70% (1/2) Speed Limit: 45 mph
Major Street Total Pedestrians Population: N/A
Street Name Hermosa Ave --
Hour Volume* (vph) Volume (pph)
*Total of both approaches for major street
Figure 4C - 6. Warrant 4, Pedestrian Four-Hour Volume (70%) Source: 2014 CA MUTCD
1 NO 859
The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street.

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:
8:15 AM
9:45 AM
784 2
507 4
Warrant 4 Met?
NO
NO
A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or
B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.

Hermosa Avenue Pedestrian Crossing Study
Monte Vista St & Hermosa Ave
City of Rancho Cucamonga
If the posted or statutory speed limit or the 85th-percentile speed on the major street exceeds 35 mph, or if the intersection lies within the built-up area of an isolated community having a population of less than 10,000, Figure 4C-6 may be used
5:00 PM 1018 2 NO
2:30 PM
AT - Michael Baker International
Rev. October 2022

Page 196 ends

SIGNAL WARRANT WORKSHEET
Warrant 4, Pedestrian Volume (70%)

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.05 Warrant 4, Pedestrian Volume 70% (2/2) Speed Limit: 45 mph
Major Street Total Pedestrians Population: N/A
Street Name Hermosa Ave --
Hour Volume* (vph) Volume (pph)
*Total of both approaches for major street
Figure 4C - 8. Warrant 4, Pedestrian Peak Hour (70%)
Source: 2014 CA MUTCD
A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or
Hermosa Avenue Pedestrian Crossing Study
Monte Vista St & Hermosa Ave
City of Rancho Cucamonga
The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street.

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:

Page 197 ends

SIGNAL WARRANT WORKSHEET
Warrant 4, Pedestrian Volume (70%)

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.05 Warrant 4, Pedestrian Volume 70% (1/2) Speed Limit: 45 mph
Major Street Total Pedestrians Population: N/A
Street Name 19th St --
Hour Volume* (vph) Volume (pph)
*Total of both approaches for major street
Figure 4C - 6. Warrant 4, Pedestrian Four-Hour Volume (70%) Source: 2014 CA MUTCD
Hermosa Avenue Pedestrian Crossing Study
Cartilla Ave & 19th St
City of Rancho Cucamonga
If the posted or statutory speed limit or the 85th-percentile speed on the major street exceeds 35 mph, or if the intersection lies within the built-up area of an isolated community having a population of less than 10,000, Figure 4C-6 may be used
7:00 PM 445 1 NO
2:15 PM
The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street.

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:
7:30 AM
8:30 AM
722 8
406 3
Warrant 4 Met?
NO
NO
A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or
B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7. 5 NO 592
AT - Michael Baker International
Rev. October 2022

Page 198 ends

SIGNAL WARRANT WORKSHEET
Warrant 4, Pedestrian Volume (70%)

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.05 Warrant 4, Pedestrian Volume 70% (2/2) Speed Limit: 45 mph
Major Street Total Pedestrians Population: N/A
Street Name 19th St --
Hour Volume* (vph) Volume (pph)
*Total of both approaches for major street
Figure 4C - 8. Warrant 4, Pedestrian Peak Hour (70%)
Source: 2014 CA MUTCD
7:00 PM 445 1 NO
NO
2:15 PM 592 5 NO
8:30 AM 406 3
B. For 1 hour (any four consecutive 15-minute periods) of an average day, the plotted point representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) falls above the curve in Figure 4C-7.

If the posted or statutory speed limit or the 85th-percentile speed on the major street exceeds 35 mph, or if the intersection lies within the built-up area of an isolated community having a population of less than 10,000, Figure 4C-6 may be used
Warrant 4 Met?
7:30 AM 722 8 NO
A. For each of any 4 hours of an average day, the plotted points representing the vehicles per hour on the major street (total of both approaches) and the corresponding pedestrians per hour crossing the major street (total of all crossings) all fall above the curve in Figure 4C-5; or
Hermosa Avenue Pedestrian Crossing Study
Cartilla Ave & 19th St
City of Rancho Cucamonga
The Pedestrian Volume signal warrant is intended for application where the traffic volume on a major street is so heavy that pedestrians experience excessive delay in crossing the major street.

The need for a traffic control signal at an intersection or midblock crossing shall be considered if an engineering study finds that one of the following criteria is met:

AT - Michael Baker International
Rev. October 2022

Page 199 ends

SIGNAL WARRANT WORKSHEET
Warrant 5, School Crossing

CA MUTCD
2/9/2023
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.06 Warrant 5, School Crossing
Day & Peak
Hour
Number of School
Age Children
More than 20
School Age
Children during
peak hour?
Number of
Adequate Gaps
Tuesday 9/27/22
8:00 AM
Thursday 9/29/22
2:15 PM
Finding
There must be a minimum of 20 school age children during the highest crossing hour for Warrant 5 to be satisfied.

Therefore, Warrant 5 is not satisfied.

Source: 2014 CA MUTCD
9 NO N/A N/A
Before a decision is made to install a traffic control signal, consideration shall be given to the implementation of other remedial measures, such as warning signs and flashers, school speed zones, school crossing guards, or a grade-separated crossing.
5 NO N/A N/A
Number of Groups
of School Age
Children
The School Crossing signal warrant is intended for application where the fact that schoolchildren cross the major street is the principal reason to consider installing a traffic control signal. For the purposes of this warrant, the word “schoolchildren” includes elementary through high school students.

Hermosa Avenue Pedestrian Crossing Study
Mignonette St & Hermosa Ave
City of Rancho Cucamonga
The need for a traffic control signal shall be considered when an engineering study of the frequency and adequacy of gaps in the vehicular traffic stream as related to the number and size of groups of schoolchildren at an established school crossing across the major street shows that the number of adequate gaps in the traffic stream during the period when the schoolchildren are using the crossing is less than the number of minutes in the same period (see Section 7A.03) and there are a minimum of 20 schoolchildren during the highest crossing hour.

AT - Michael Baker International
Rev. October 2022

Page 200 ends

SIGNAL WARRANT WORKSHEET
Warrant 5, School Crossing

CA MUTCD
2/9/2023
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.06 Warrant 5, School Crossing
Day & Peak
Hour
Number of School
Age Children
More than 20
School Age
Children during
peak hour?
Number of
Adequate Gaps
Tuesday 9/27/22
7:00 AM
Thursday 9/29/22
8:15 AM
Finding
There must be a minimum of 20 school age children during the highest crossing hour for Warrant 5 to be satisfied.

Therefore, Warrant 5 is not satisfied.

Source: 2014 CA MUTCD
The School Crossing signal warrant is intended for application where the fact that schoolchildren cross the major street is the principal reason to consider installing a traffic control signal. For the purposes of this warrant, the word “schoolchildren” includes elementary through high school students.

Hermosa Avenue Pedestrian Crossing Study
Monte Vista St & Hermosa Ave
City of Rancho Cucamonga
The need for a traffic control signal shall be considered when an engineering study of the frequency and adequacy of gaps in the vehicular traffic stream as related to the number and size of groups of schoolchildren at an established school crossing across the major street shows that the number of adequate gaps in the traffic stream during the period when the schoolchildren are using the crossing is less than the number of minutes in the same period (see Section 7A.03) and there are a minimum of 20 schoolchildren during the highest crossing hour. 0 NO N/A N/A
Before a decision is made to install a traffic control signal, consideration shall be given to the implementation of other remedial measures, such as warning signs and flashers, school speed zones, school crossing guards, or a grade-separated crossing.
0 NO N/A N/A
Number of Groups
of School Age
Children
AT - Michael Baker International
Rev. October 2022

Page 201 ends

SIGNAL WARRANT WORKSHEET
Warrant 5, School Crossing

CA MUTCD
2/9/2023
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.06 Warrant 5, School Crossing
Day & Peak
Hour
Number of School
Age Children
More than 20
School Age
Children during
peak hour?
Number of
Adequate Gaps
Tuesday 9/27/22
8:30 AM
Thursday 9/29/22
2:15 PM
Finding
There must be a minimum of 20 school age children during the highest crossing hour for Warrant 5 to be satisfied.

Therefore, Warrant 5 is not satisfied.

Hermosa Avenue Pedestrian Crossing Study
Cartilla Ave & 19th St
City of Rancho Cucamonga
The need for a traffic control signal shall be considered when an engineering study of the frequency and adequacy of gaps in the vehicular traffic stream as related to the number and size of groups of schoolchildren at an established school crossing across the major street shows that the number of adequate gaps in the traffic stream during the period when the schoolchildren are using the crossing is less than the number of minutes in the same period (see Section 7A.03) and there are a minimum of 20 schoolchildren during the highest crossing hour. 2 NO N/A N/A
Before a decision is made to install a traffic control signal, consideration shall be given to the implementation of other remedial measures, such as warning signs and flashers, school speed zones, school crossing guards, or a grade-separated crossing.
0 NO N/A N/A
Number of Groups
of School Age
Children
AT - Michael Baker International
Rev. October 2022

Page 202 ends

SIGNAL WARRANT WORKSHEET
Warrant 7, Crash Experience

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.08 Warrant 7, Crash Experience
Condition B
Location:
9/18/2020 Hit Object YES
NO
NO
NO
NO NO
Finding
Source: 2014 CA MUTCD
Mignonette St and Hermonsa Ave
Hermosa Avenue Pedestrian Crossing Study
Mignonette St & Hermosa Ave
City of Rancho Cucamonga
C. For each of any 8 hours of an average day, the vehicles per hour (vph) given in both of the 80 percent columns of Condition A in Table 4C-1 (see Section 4C.02), or the vph in both of the 80 percent columns of Condition B in Table 4C-1 exists on the major-street and the higher-volume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 80 percent of the requirements specified in the Pedestrian Volume warrant. These major-street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher volume shall not be required to be on the same approach during each of the 8 hours.

The Crash Experience signal warrant conditions are intended for application where the severity and frequency of crashes are the principal reasons to consider installing a traffic control signal.

The need for a traffic control signal shall be considered if an engineering study finds that all of the following criteria are met:

A. Adequate trial of alternatives with satisfactory observance and enforcement has failed to reduce the crash frequency; and
B. Five or more reported crashes, of types susceptible to correction by a traffic control signal, have occurred within a 12-month period, each crash involving personal injury or property damage apparently exceeding the applicable requirements for a reportable crash; and
More than 5
crashes within
12 months?
Crash Date Crash Type Susceptible to
Correction?
Conditions A,B, and C are all required to be met to satisfy Warrant 7. Condition B is not met.

Therefore, Warrant 7 is not satisfied.

AT - Michael Baker International
Rev. October 2022

Page 203 ends

SIGNAL WARRANT WORKSHEET
Warrant 7, Crash Experience

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.08 Warrant 7, Crash Experience
Condition B
Location:
10/31/2017 Broadside YES
2/1/2018 Hit Object NO
11/19/2018 Broadside YES
1/15/2022 Broadside YES
NO NO
Finding
Source: 2014 CA MUTCD
Monte Vista St and Hermonsa Ave
Hermosa Avenue Pedestrian Crossing Study
Monte Vista St & Hermosa Ave
City of Rancho Cucamonga
C. For each of any 8 hours of an average day, the vehicles per hour (vph) given in both of the 80 percent columns of Condition A in Table 4C-1 (see Section 4C.02), or the vph in both of the 80 percent columns of Condition B in Table 4C-1 exists on the major-street and the higher-volume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 80 percent of the requirements specified in the Pedestrian Volume warrant. These major-street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher volume shall not be required to be on the same approach during each of the 8 hours.

The Crash Experience signal warrant conditions are intended for application where the severity and frequency of crashes are the principal reasons to consider installing a traffic control signal.

The need for a traffic control signal shall be considered if an engineering study finds that all of the following criteria are met:

Therefore, Warrant 7 is not satisfied.

AT - Michael Baker International
Rev. October 2022

Page 204 ends

SIGNAL WARRANT WORKSHEET
Warrant 7, Crash Experience

CA MUTCD
12/5/2022
Project Name: Year/Condition: 2022
Intersection: Computed By: AT
Client: Checked By:

Section 4C.08 Warrant 7, Crash Experience
Condition B
Location:
10/2/2019 Hit Object NO
10/21/2019 Sideswipe NO
11/20/2019 Veh/Ped YES
NO
NO NO
Finding
Source: 2014 CA MUTCD
The Crash Experience signal warrant conditions are intended for application where the severity and frequency of crashes are the principal reasons to consider installing a traffic control signal.

The need for a traffic control signal shall be considered if an engineering study finds that all of the following criteria are met:

A. Adequate trial of alternatives with satisfactory observance and enforcement has failed to reduce the crash frequency; and
B. Five or more reported crashes, of types susceptible to correction by a traffic control signal, have occurred within a 12-month period, each crash involving personal injury or property damage apparently exceeding the applicable requirements for a reportable crash; and
Cartilla Ave and 19th St
Crash Date Crash Type Susceptible to
Correction?
Condition B:

More than 5
crashes within
12 months?
Conditions A,B, and C are all required to be met to satisfy Warrant 7. Condition B is not met.

Therefore, Warrant 7 is not satisfied.

Hermosa Avenue Pedestrian Crossing Study
Cartilla Ave & 19th St
City of Rancho Cucamonga
C. For each of any 8 hours of an average day, the vehicles per hour (vph) given in both of the 80 percent columns of Condition A in Table 4C-1 (see Section 4C.02), or the vph in both of the 80 percent columns of Condition B in Table 4C-1 exists on the major-street and the higher-volume minor-street approach, respectively, to the intersection, or the volume of pedestrian traffic is not less than 80 percent of the requirements specified in the Pedestrian Volume warrant. These major-street and minor-street volumes shall be for the same 8 hours. On the minor street, the higher volume shall not be required to be on the same approach during each of the 8 hours.

AT - Michael Baker International
Rev. October 2022

Page 205 ends

______________________________________________________________________________________________________________________Hermosa Avenue Pedestrian Crossings Study

Appendix D:

Public Comments

Page 206 ends

Comment
No. Comment
1 Slow Traffic down; use flashing pedestrian warning lights as on TAE PE trail; keep the crosswalks! 2 At Ramon (at the walking) path is a metered light- Put one on Hermosa Lower the speed limit on Hermosa
3 We use the crosswalk twice daily to take my kids to and from school. I do feel a crossing guard should be there during school time as I have almost been hit while crossing
4 19th and Hermosa intersection has had many bad crashes caused by the blind areas in all directions, so now we are going to have to cross at that intersection. I live right on the corner, there are way too many crashes that I had to run out and help with. 5 We walk our grandson to and from Deer Canyon School crossing at Mignonette. Never have I known of any accidents there. I do know that there have been many at the signal at 19th. I have witnessed some myself and also have come close to being struck while crossing there on foot. There needs to be a reduction in the speed limit and a turn arrow going North/South 6 Address the speed limit on Hermosa 45 mile an hour. Very dangerous 7 Hermosa speed limit 45 mph to reduce to 40 mph or lower Crosswalk safety beacons on all 3 crosswalks
Traffic calming devices (solar speed sign)
Traffic signal at Victoria and Hermosa with guarded crosswalk 8 Can 1 side of the 3 crosswalks be raised to make a speed bump to slow cars down? Crosswalks at Cartilla and Mignonette are essential for safe crossing to the park and school Make Victoria and 4-way stop with crosswalks
9 I have a disability and use an electric scooter. Crosswalks are vital to my life when needing to cross the street. I also stop traffic with my chair for others. I suggest slowing traffic around the schools and as well was a blinking right. 10 Does Michael Baker's Kids walk to school? Is the CAMUTCD data designed to protect children or cities from liability? Are you considering drivers who use the crosswalk as notice they might be crossing children? 11 I live on 19th! I use the crosswalks to walk my neighborhood with my family. The crosswalk I use is on 19th st. I use it to cross into neighborhood North of my home to get off the busy street. I watch the elderly people on walks from the assisted living facility use them to escape the traffic of 19th st while walking. Please do not remove the crosswalks and punish people who walk. Not everyone has an electric vehicle! Go Green. Do not punish the pedestrian! Reduce speed limit.
12 Common Sense!! Why would it be better to make our neighbors walk up to Hermosa and 19th to cross. Removing the crosswalk at Hermosa and Mignonette make no sense! Crossing at Hermosa and 19th is dangerous.

No hand count with taken at this meeting. No one at this meeting wants the crosswalk at Hermosa 13 The crosswalk is definitely needed in this neighborhood. We use it almost everyday to walk our son to school or access the park for leisure/ walk the dogs
My recommendation would be to add lighted crosswalk for pedestrians to be able to control as needed.

Please for the safety of our children. DO NOT REMOVE!!! 14 I think flashing control lights at ALL three crosswalks would help slow down the traffic E&W on 19th and N on Hermosa. I think this would help reduce the T/CS at 19th/ Hermosa. 19th/Hermosa has between a dangerous corner. Since I moved here, cars gaining speed in each direction. I use the 19th/Cartilla crosswalk to get to the bus stop. I use E of 19th/ Cartilla 15 What is the difference between deer Canyon and Hermosa Elementary. Hermosa has no traffic, a 4-way stop and a crossing guard. Deer Canyon has nothing. I've lived here for 35 years and there has never been someone hit in this crosswalk (Hermosa/ Mignonette), but 19th and Hermosa there has been weekly accidents where you want our kids to cross
16We need speed limit signs posted prior to crosswalk. I do not see any signs on Hermosa 17 Without crosswalks, the residents on the West side of Hermosa will likely Jaywalk because they will not walk all the way to 19th or PE trail, especially if they are late for school
18 It is not safe to eliminate these crosswalks
Should be manned with crossing guards
It would be absolutely worse to remove card
Install slow down lights
19Note sure I understand the problem. My kids went to school here for a total of 8 years with a crosswalk guard. We had no problems 20 I walk 6 days/week. I use the crosswalk at 19th and Cartilla is the one I use. It is far safer to cross there. The 19th and Hermosa. I am almost hit by cars at 19th and Hermosa. Getting rid of the crosswalks is a bad idea 21Please consider placing a crosswalk guard off of Hermosa and Hamilton because of cars speeding down Hermosa during, before, and after school. 22 Why do the survey board ignore the timeframes when the Mignonette/Hermosa Crosswalk is most active ? From 7:30am-9am & 2pm-4pm? It's ridiculous that these times are excluded!
23 AS someone that uses the crosswalk on Cartilla and 19th, it would be nice to have a flashing light that only goes off when a button is pressed to let cars know. Cars do not care who is crossing but we love to use them. Making pedestrians walk further does not make it any safer for us and we are being punished by walking a longer distance
24 The crosswalk is dangerous, but it is no safer to go to the intersection. By making us walk up and across the street, you are making it more likely for us to get hurt. What we need is a lighted crosswalk. I do not get why other streets have lighted crosswalks, and we don't. Make it safer for all the students, pedestrians, and local home owners who love this crosswalk.

Hermosa Ave. Crossings Study
Public Comments
September 12, 2022

Page 207 ends

Comment
No. Comment
Hermosa Ave. Crossings Study
Public Comments
September 12, 2022
25 Crosswalks should be kept to provide access to park and school. If crosswalks are removed, residents will need to walk to bike path to cross street.

The city should install blinking lights to crosswalk (similar to bike path) 26 Keep the crosswalks- 19th/ Hermosa is more dangerous. Lower the speed limit to 40mph and post 25mph when children present school boundary is just over 500 ft
How about common sense!!!
Use AB 43 now not 2024!!
27What positive investigation is being performed to keep the crosswalks rather than to remove! 28 My husband and I use this crosswalk daily from our home to exercise/ walk to the park. We were crossing at Mignonette. A car stopped for us to cross on 8/14/22 in the evening. The car that stopped was rear-ended by another vehicle while we were crossing legally. Cars are driving too fast.

Dangerous to children and senior citizens
29 I drove to the park today rather than walk because I'd never try to use the crosswalk at 19th/Cartilla at this hour. I do not use Hermosa Park for walking because I only feel driving here is safe. The speed on 19th are so high because nothing slows cars for 1/2 mile between Hermosa and Haven.

I'd use this crosswalk daily if I felt safe doing so. I also a ride bike. I use this crosswalk to ride East on Haven from my housing tract. It takes a long time to have it clear on both sides of the street. It must be clear because I can't count on all 4 lanes of traffic to stop. 30 Rancho Cucamonga has grown over the years and the crosswalk at Hermosa/ Mignonette needs to be improved. That crosswalk is a direct access to the park and Deer Canyon Elementary School. Rerouting kids and residents to 19th/ Hermosa which is busy, accident prone intersection is not safe.

Kids need a safe access to school. More people are having to drive which creates more traffic congestion instead of exercising and walking to school.

Also, per CA law, there does not have to be a "warrant' of a certain number to have a crosswalk since there is a park and school directly across the street. Safety of children and residents should be of the most priority. Please do the right thing and improve the crosswalk. We need a beacon with flashing lights when people are crossing. The have this at other crosswalks in our city. Speed limit should also be lowered on Hermosa and another stop sign should be added at Victoria and Hermosa
31 It is disappointing to hear city representatives state the crosswalks had low cross counts. I pass through Hamilton/Hermosa and 19th/Hermosa at least 6 times /day. There are always pedestrians attempting to cross at Hamilton/Hermosa crosswalk during the school year between the hours of 6-45am- 4pm. Instead of removing the crosswalk, lighted signals, flashing lights, or speed bumps. So many local residents do not want to use the extremely dangerous crosswalks at 19th/Hermosa. Many students/ caregivers are almost hit daily by drivers that are speeding and ignoring traffic laws, pedestrians right of way. The city opted to removed the crosswalk based on a comment that the crosswalk is unsafe. With current traffic conditions and the crosswalk not being signaled/lighted it is. Traffic assessments and surveys should be conducted during school closures/ holidays or designated fall, winter, spring or summer breaks. To not conduct adequate surveys will skew the result unfairly 32 I strongly oppose removing these crosswalks. Instead, some kind of controlled device needs to be installed. Also the speed needs to be reduced to 25mph when children are present. BY removing these crosswalks, you will be putting children and citizens in more danger for the following reasons.

Hermosa and 19th has had multiple accident and many near missed cars constantly run red lights at this intersection Residents and children will continue to cross at these locations after crosswalks and warning signs have been removed 33 Crosswalk can be dangerous. Traffic is a concern. The solution is not to redirect pedestrian traffic to 19th/Hermosa but to install a lighted-controlled crosswalk at each of the crosswalks or at least at Mignonette/Hermosa. To provide direct access to the school and park. Also, we would like to request reduced speeds on Hermosa, 19th/Hermosa is dangerous intersection with several accidents (it has blind points) when counting pedestrians for study, call ALL (adults and children). Also, if the city is planning to redirect to 19th/Hermosa that means residents must cross Hamilton st, which is also dangerous. Many cars pull out into crosswalk during beginning and end of school which makes it even more unsafe.

Speed limit should be 25mph during school hours (when children are present) Please see lighted/ flashing crosswalk on Feron Blvd
34 I am against removing the crosswalk at Mignonette/ Hermosa. I feel this crosswalk is necessary to help keep children's as well as adults safe when crossing Hermosa. I feel it needs to be considered that there is not only a park but an elementary school close by... Plus this park gets used for baseball leagues as well as soccer. There are often times that the parking lots at the oar get filled to capacity and people park across the street to get to the park. Having the cross walk helps with safely crossing Hermosa. Please do not get rid of the crosswalk

Page 208 ends

Rancho Cucamonga City CouncilMay 3, 2023

Rancho Cucamonga City Council
May 3, 2023