Lead Agency:
CITY OF CULVER CITY
9770 Culver Boulevard
Culver City, CA 90232
Contact: Mr. Joe Susca, Senior Management Analyst
(310) 253-5636
Prepared by:
MICHAEL BAKER INTERNATIONAL
5 Hutton Centre Drive, Suite 500
Santa Ana, California 92707
Contact: Ms. Noelle Anderson
(949) 855-3683
October 2023
JN 194464
Table of Contents October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT
TABLE OF CONTENTS
Section 1.0 Introduction.........................................................................................................1-2
1.1 Background..................................................................................................................1-1
1.2 Legislative Overview....................................................................................................1-1 Section 2.0 Evacuation Routes Assessment .......................................................................2-1
2.1 Designated Evacuation Zones.....................................................................................2-1
2.2 Evacuation Reception Centers ....................................................................................2-2
2.3 Evacuation Route Vulnerability Assessment ...............................................................2-2
2.4 Designated Evacuation Routes ...................................................................................2-5
2.5 Evacuation Route Capacity .........................................................................................2-6
2.6 Distance & Travel Time to Evacuation Gateways........................................................2-8 Section 3.0 Safety & Traffic Control Considerations ..........................................................3-1 Section 4.0 Primary Evacuation Scenarios..........................................................................4-1
4.1 Scenario 1 – Wildfire Hazard .......................................................................................4-1
4.2 Scenario 2 – Dam Inundation ......................................................................................4-3
4.3 Scenario 3 – Flood Inundation.....................................................................................4-4 Exhibits
Exhibit 2-1, Evacuation Zones ...................................................................................................2-1 Exhibit 2-2, Evacuation Route Vulnerabilities ............................................................................2-3 Exhibit 2-3, Primary Evacuation Routes.....................................................................................2-6 Exhibit 2-4, Evacuation Zone Centroids & Gateways ................................................................2-9 Exhibit 2-5, Evacuation Routes to Gateway A .........................................................................2-12 Exhibit 2-6, Evacuation Routes to Gateway B .........................................................................2-12 Exhibit 2-7, Evacuation Routes to Gateway C .........................................................................2-14 Exhibit 2-8, Evacuation Routes to Gateway D .........................................................................2-15 Exhibit 2-9, Evacuation Routes to Gateway E .........................................................................2-16 Exhibit 2-10, Evacuation Routes to Gateway F........................................................................2-16 Exhibit 2-11, Evacuation Routes to Gateway G .......................................................................2-18 Exhibit 2-12, Evacuation Routes to Gateway H .......................................................................2-19 Exhibit 2-13, Evacuation Routes to Gateway I.........................................................................2-20 Exhibit 2-14, Evacuation Routes to Gateway J ........................................................................2-21 Exhibit 2-15, Evacuation Routes to Gateway K .......................................................................2-22 Exhibit 2-16, Evacuation Routes to Gateway L........................................................................2-23 Exhibit 2-17, Evacuation Routes to Gateway M.......................................................................2-24 Table of Contents October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-18, Evacuation Routes to the Nearest Gateway – Wildfire Hazard Scenario ...........2-25 Exhibit 2-19, Evacuation Routes to the Nearest Gateway – Dam Inundation Scenario...........2-26 Exhibit 2-20, Evacuation Routes to the Nearest Gateway – Flood Inundation Scenario .........2-27 Exhibit 3-1, Manual Traffic Control Points..................................................................................3-1 Tables
Table 2-1, Critical Facilities - Bridges.........................................................................................2-4 Table 2-2, Hourly Roadway Evacuation Capacity......................................................................2-7 Table 2-3, Travel Time Estimate Summary..............................................................................2-11 Table 3-1, Recommended Traffic Control Point Locations ........................................................3-2 Table 4-1, Facilities in a Wildfire Hazard Zone ..........................................................................4-1 Table 4-2, Wildfire Hazard Zone Demographics ........................................................................4-2 Table 4-3, Facilities in a Dam Inundation Hazard Zone .............................................................4-3 Table 4-4, Dam Inundation Hazard Zone Demographics...........................................................4-4 Table 4-5, Facilities in a Flood Inundation Hazard Zone............................................................4-5 Table 4-6, Flood Inundation Hazard Zone Demographics .........................................................4-5 Attachments
Attachment A – Travel Time Calculations
Attachment B – Wildfire Hazard Severity Zone
Attachment C – Dam Inundation Maps
Attachment D – Flood Inundation Maps
Introduction 1-1 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Section 1.0 Introduction
1.1 Background
Culver City (City) is currently undergoing an update to the Safety Element of the City’s General Plan as required by California Government Code Section 65302 to address the need to protect citizens from risks associated with natural and human-caused hazards. In parallel with the Safety Element, a Vulnerability Assessment is required to satisfy California Senate Bill (SB) 379 to identify risks climate changes poses to the local jurisdiction and the geographic areas at risk from climate change. The Vulnerability Assessment identifies specific natural hazards related to climate change and evaluates the City’s vulnerabilities accordingly. The Vulnerability Assessment considers physical threats to critical facilities within the City as well as physical threats to residential and non-residential structures. The vulnerability findings will then inform adaptation and resilience goals, policies, objectives, and implementation measures in the Safety Element Update.
Hazards that may require an evacuation declaration include wildfires, floods, hazardous materials exposure, geologic hazards, and seismic hazards. This Evacuation Routes Assessment address the evacuation planning for potential emergency scenarios.
1.2 Legislative Overview
Under Assembly Bill (AB) 747 the City’s Safety Element needs to address evacuation planning for any emergency scenarios that would warrant an evacuation of populations within the affected areas. The evacuation planning is a component of the Multi-Jurisdictional Hazard Mitigation Plan (MJHMP). This requirement became effective as of January 1, 2022 and is required for the development of a new or updated MJHMP. In addition, Senate Bill (SB) 99 also addresses local Safety Elements and emergency evacuation routes. This legislation requires the City to identify residential developments in hazard areas that do not have at least two emergency evacuation routes.
AB 1409 includes additional requirements for the Safety Element and MJHMP to be periodically reviewed and updated. It also requires that the MJHMP include evacuation locations in the evacuation route planning.
This Evacuation Routes Assessment report includes a capacity analysis that identifies evacuation routes and their capacity, safety, and viability under a range of emergency scenarios applicable to the local jurisdiction. This report contains important information that will serve as a resource to the Evacuation Coordinator, Emergency Manager, and emergency management support personnel to more quickly assess and plan mitigative actions for local hazard scenarios that may lead to the eventual need to order an emergency evacuation of all or a portion of populations within the City.
Evacuation Route Assessment 2-1 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Section 2.0 Evacuation Routes Assessment
2.1 Designated Evacuation Zones
Through coordination with the City’s Planning and Development staff and the Fire Department, emergency evacuation zones were developed for each of three hazard scenarios. Designated evacuation zones for the City are illustrated in Exhibit 2-1.
Exhibit 2-1
Evacuation Zones
Evacuation Route Assessment 2-2 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT
2.2 Evacuation Reception Centers
Culver City has published a “Disaster Preparedness Guide” 1 to assist the community in promoting awareness and emergency preparedness. This guide provides direction for evacuation shelters within the City, including the following locations (refer to Exhibit 2-2):
• Culver City Senior Center – 4095 Overland Avenue
• Veterans Memorial Building – 4117 Overland Avenue
• Culver City Teen Center – 4153 Overland Avenue
As outlined in the guide, these pre-identified shelters have been vetted by the Red-Cross and can be used as long as individuals have been directed there by first responders and the shelter has not been damaged by a disaster. In addition, community members may also be directed to shelters outside of the City.
2.3 Evacuation Route Vulnerability Assessment
Evacuation route vulnerability can be expressed from several perspectives. The most direct expression of route vulnerability deals with physical features along an evacuation route that can be damaged during emergency scenarios and cause the evacuation route to be disrupted and unusable. These physical features include:
• Bridges (over rivers, creeks, and other drainage features) • Bridges (creating grade separated roadways)
• Low points along the route that are prone to flooding • Route locations along steep natural slopes that are prone to landslides Evacuation route vulnerability can also be expressed in terms of vulnerability to residents where development areas are isolated and/or areas that have access to only one evacuation route.
These areas are a concern and require additional advanced planning to address emergency scenarios where an evacuation is needed, and the single evacuation route may be blocked or damaged and cannot be used.
Exhibit 2-2 depicts physical features such as bridge structures along primary evacuation routes that may impede an evacuation if damaged at the time of an emergency which require an evacuation. The Vulnerability Assessment (separate cover) summarizes all of the critical facilities throughout. Table 2-1 below shows all of the bridges throughout the City, including those crossing the Ballona Creek and the Metro E (Expo) Line.
Also shown in Exhibit 2-2, are the following residential development areas (neighborhoods) that have only one access point to primary evacuation routes:
• Higuera Street Neighborhoods
• Palm Court Retirement Living
• Tompkins Way Neighborhood
• Clarmon Place Neighborhoods
• Huntley Avenue Neighborhoods
• Wade Street Neighborhood
1 https://www.culvercityfd.org/files/sharedassets/fire/v/1/disasterpreparednessguide.pdf
Evacuation Route Assessment 2-3 October 2023
Ev acuat ion Rout e Capa ci ty and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOO L DI ST RI CT Of the potentially vulnerable neighborhoods identified above, the following are located within a Hazard Evacuation Zone:
• Fire Hazard Evacuation Zones
o Tompkins Way Neighborhood (FHZ-3)
o Clarmon Place Neighborhoods (FHZ-11)
• Flood Hazard Evacuation Zones
o None
• Dam Inundation Evacuation Zone
o Wade Street Neighborhood (DIZ-4)
o Huntley Avenue Neighborhoods (DIZ-1)
In an evacuation scenario, these neighborhoods could be exposed to an increased risk due to the lack of egress opportunities and should be given earlier evacuation consideration.
Exhibit 2-2
Evacuation Route Vulnerabilities
Evacuation Route Assessment 2-4 October 2023
Ev acuat ion Rout e Capa ci ty and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOO L DI ST RI CT
Table 2-1
Critical Facilities - Bridges
Map ID(1) Name Asset Type Location Evacuation Zone
44 National Boulevard Bridge over
Ballona Creek
Transportation
– Light Rail
W Jefferson Boulevard
and National Boulevard N/A
45 53C0876, Higuera Street Bridge
over Ballona Creek
Transportation
- Bridge
W Jefferson Boulevard
and Obama Boulevard N/A
46 53C0991, Duquesne Avenue
Bridge over Ballona Creek
Transportation
- Bridge
Jefferson Boulevard and
Duquesne Avenue N/A
48 53C0877, Overland Avenue Bridge
over Ballona Creek
Transportation
- Bridge
Overland Avenue and
Virginia Avenue
FZ-2 / FZ-3 / FZ-5 /
FZ-6
49 Ocean Drive Pedestrian Bridge
over Ballona Creek
Transportation
- Bridge
Ocean Drive and
Westwood Boulevard FZ - 3 / FZ -6
50 Sepulveda Boulevard Bridge over
Ballona Creek
Transportation
- Bridge
Sepulveda Boulevard
and Lucerne Ave N/A
51 Sawtelle Boulevard Bridge over
Ballona Creek
Transportation
- Bridge
Sawtelle Boulevard and
Culver Drive N/A
52 531256, I-405 Freeway Bridge over
Ballona Creek
Transportation
- Bridge
McDonald St and
Berrman Avenue N/A
53 Washington Blvd Bridge over
Ballona Creek
Transportation
- Bridge
La Cienega Blvd and
Washington Blvd N/A
54 Metro E (Expo) Bridge over
Washington Blvd
Transportation
- Bridge
National Blvd and
Washington Blvd N/A
55 Metro E (Expo) Bridge over Venice
Blvd
Transportation
- Bridge
S Robertson Blvd and
Venice Blvd N/A
56 I-405 Freeway Bridge over Venice
Blvd
Transportation
- Bridge
I-405 Freeway And
Venice Blvd DIZ-1 / DIZ-2
57 I-405 Freeway Bridge over
Washington Place
Transportation
- Bridge
I-405 Freeway And
Washington Place DIZ-1 / DIZ-2
58 I-405 Freeway Bridge over
Washington Blvd
Transportation
- Bridge
I-405 Freeway And
Washington Blvd DIZ-1 / DIZ-2
59 I-405 Freeway Bridge over Culver
Blvd
Transportation
- Bridge
I-405 Freeway And
Culver Blvd DIZ-1 / DIZ-2
60 I-405 Freeway Bridge over
Sawtelle Blvd
Transportation
- Bridge
I-405 Freeway And
Sawtelle Blvd DIZ-1 / DIZ-2
61 I-405 Freeway Bridge over
Sepulveda Blvd
Transportation
- Bridge
I-405 Freeway And
Sepulveda Blvd N/A
62 I-405 Freeway Bridge over
Centinela Ave
Transportation
- Bridge
I-405 Freeway And
Centinela Ave N/A
Evacuation Route Assessment 2-5 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT
2.4 Designated Evacuation Routes
Evacuation routes effectively include all improved (paved) roads within the City. Unpaved roads may be used in an evacuation as a last resort but should not be relied on as a primary evacuation route. Local streets typically serve local residential and commercial development. While local streets are not designed to accommodate high traffic volumes, they serve limited development areas and are rarely required to handle traffic flows that would exceed their capacities, even under full evacuation conditions.
For the purposes of evacuation planning, the designated evacuation route street network includes roadways that are classified as collectors and above including the following:
1. Freeways/Highways
2. Primary Arterials
3. Secondary Arterials
4. Neighborhood & Local Streets (in select areas)
Designated evacuation routes are the most reliable roadway facilities for the following reasons:
• These roads are designed to accommodate higher volumes of traffic in-line with their classifications.
• Access controls are more stringent on roads of higher classification. • Intersection controls are designed to prioritize travel on roads of higher classification. • Roadway maintenance policies prioritize roads of higher classification.
Primary evacuation routes are identified in Exhibit 2-3. Note that evacuation routes shown are to gateway exit points located at the City boundary. Additional evacuation routes would include those streets that lead to evacuation centers within the City.
Evacuation Route Assessment 2-6 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-3
Primary Evacuation Routes
2.5 Evacuation Route Capacity
While the City’s Circulation Element roadways are designed to serve two-way traffic, the designated of evacuation routes are assumed to use only one direction of travel in the outbound direction away from the hazard. Once the evacuation order has been made, the inbound direction is typically reserved for emergency management vehicles to transport personnel and equipment towards the hazard.
The technical definition of the maximum capacity of a road is the maximum hourly rate at which vehicles can reasonably be expected to traverse a point during a given time period under prevailing roadway, traffic and control (free-flow) conditions. The capacity of an evacuation route considers the following factors:
• Design characteristics of the roadway (i.e., lane width, shoulder width, horizontal and vertical alignment, presence of raised median)
Evacuation Route Assessment 2-7 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT • Number of lanes in the outbound evacuation direction
• Access control
• Percent truck traffic
The maximum “free-flow” (uninterrupted flow) capacity of a roadway segment occurs at level of service (LOS) E when the vehicle speed and vehicle spacing is at its optimum level. Under the free-flow condition, the traffic demand is fully serviced, and the service volume increases as the traffic volume and density increase, until the service volume reaches the maximum LOS E capacity for the roadway segment. As traffic volumes and the resulting vehicle density increase beyond this "critical" value, the rate at which traffic can be serviced quickly drops below the maximum capacity. Therefore, to realistically represent traffic handling capacity during congested forced flow conditions (such as during an evacuation) it is necessary to apply a capacity reduction factor. A capacity reduction factor of 0.9 (10% reduction) has been applied based upon studies that identified a fall‐off in the maximum service flow rate (e.g., maximum capacity) when congestion occurs at “choke points” on a freeway segment. The estimated hourly vehicle capacities under forced flow evacuation conditions are summarized in Table 2-2 for each of the five designated evacuation route classifications.
Table 2-2
Hourly Roadway Evacuation Capacity
Classification No. Lanes
(per direction)
Capacity/Lane
(vphpl)
Reduction
Factor
Total Capacity
(veh. in
outbound
direction)
Diminished
Capacity (1)
(veh. per
direction)
Freeway 7 1,900 0.9 11,970 8,380
Primary Arterial 3 1,900 0.9 5,130 3,590
Primary Arterial 2 1,900 0.9 3,420 2,390
Secondary Arterial 2 1,900 0.9 3,420 2,390
Secondary Arterial 1 1,900 0.9 1,710 1,200
Neighborhood Feeder 1 1,900 0.9 1,710 1,200
Local Street 1 1,900 0.9 1,710 1,200
vphpl = Vehicles per Hour per Lane
(1) Assumes 30% of the available capacity will be consumed by ambient/background (non-evacuation) traffic.
It is important to note that the hourly evacuation capacity estimates noted in Table 2-1 may not be fully available to evacuating traffic during the early stages of an evacuation unless strict perimeter traffic control/access has been established before the evacuation order has been given.
Depending on the time of day, conditions without positive perimeter traffic control could result in background (non-evacuation) traffic consuming between 25% and 30% of the available capacity during midday and non-peak periods.
Peak period background traffic on some higher classification roadways (including those that access freeway interchanges) could represent between 70% and 100% of the available capacity.
If an evacuation occurs during peak periods, perimeter traffic control will be more crucial and certain evacuation routes may not be available for use. Conversely, during late evening and early morning periods, available roadway capacity on non-freeway routes would be greater than 90% of the maximum capacity.
At grade intersection controls at locations where two designated evacuation routes merge are also an important consideration during an evacuation. The approaches to at-grade intersections are where flow can be “interrupted” by a control device or by turning or crossing traffic at the intersection. Due to the differences in the flow conditions at intersections, separate estimates of Evacuation Route Assessment 2-8 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT capacity must be made for these locations. In many instances, the approach to the intersection is widened through the addition of one or more lanes (turn bays), to compensate for the lower capacity of the approach caused by the interruption of traffic flow due to the intersection control device.
Minor intersections are typically controlled by “stop” signs on the minor street approach(es) or at all intersection approaches if the streets serve similar traffic volumes. Arterial street intersections are typically controlled by traffic signals and the amount of green signal time is assigned to the intersection approaches based on the relative traffic volumes.
During an evacuation, at‐grade intersections will likely become the first bottleneck locations once the evacuation is fully underway. During these conditions where traffic flows are concentrated in one direction and normal opposing traffic turning conflicts do not require signal intervention, traffic signals will not be able to efficiently manage the unique traffic demand pattern. This anticipated condition will result in the need to allocate right-of-way time to the respective competing traffic flows by imposing some form of proactive control. During evacuation conditions, control at the most critical intersections will often be provided by designated traffic control crews. In these cases, manual traffic control would supersede the normal stop sign or traffic signal control devices.
(1)Source: Vulnerability Assessment Report
2.6 Distance & Travel Time to Evacuation Gateways
As part of the evacuation route assessment, the most direct evacuation routing from the evacuation zones shown in Exhibit 2-1 to the closest primary evacuation gateways exiting the City was identified. City evacuation route gateways include the following:
• Gateway A – Washington Boulevard (East)
• Gateway B – National Boulevard (North-West)
• Gateway C – I-405 (North-West)
• Gateway D – Venice Boulevard (South-West)
• Gateway E – South Centinela Avenue (North-West)
• Gateway F – West Washington Boulevard (South-West)
• Gateway G – South Centinela Avenue (South-East)
• Gateway H – Culver Boulevard (South-West)
• Gateway I – Jefferson Boulevard (South-West)
• Gateway J – I-405 (South-East)
• Gateway K – West Centinela Avenue (South-East)
• Gateway L – Slauson Avenue (East)
• Gateway M – Obama Boulevard (East)
• Gateway N – West Jefferson Boulevard (North)
It should be noted that not all evacuation zones were assigned to each Gateway. A centroid was placed at logical cross-streets approximately in the center of each zone (or sub-zone) as shown in Exhibit 2-4. Recommended evacuation traffic routing was then assigned from the centroid to the most convenient Gateway shown above.
Evacuation Route Assessment 2-9 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-4
Evacuation Zone Centroids & Gateways
As a measure of evacuation vulnerability, travel time to each of the primary gateways was estimated for populations within each of the evacuation zones. To estimate the travel time from the centroid to the destination Gateway, the length of individual roadway segments, posted speed limits on each segment, and traffic control devices along the route (all-way stop, side-street stop, and traffic signal) were identified for each evacuation route. Travel time for each route segment was calculated based on the travel distance and posted speed. Typical intersection delay was estimated separately and was added to the segment travel time. An average delay factor of 20 seconds was used for each signalized intersection along the evacuation route. If an evacuation route passed through an unsignalized intersection, a delay factor of 10 seconds was applied if the routing passed through a stop-controlled approach. The sum of the individual roadway segment travel times and the total intersection delay were used to estimate the total travel time.
A summary of the travel time estimates for each zone to the various Gateways is included in Attachment A.
Evacuation Route Assessment 2-10 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT It is important to note that the estimated travel time is not an estimate of evacuation time, it is simply a calculation of uncongested, free-flow travel from the centroid of the evacuation zone to the assigned Gateway. As multiple zones are evacuated over time, the cumulative evacuation traffic will approach the roadway capacity and may eventually exceed the available capacity of an evacuation route as they get closer to the evacuation Gateways. This results in congested conditions which would reduce the travel speed, and therefore increase the travel time to a Gateway.
As mentioned above, the assignment of emergency response crews at key locations to control the flow of traffic would help to significantly reduce delay times. While the free-flow travel time does not represent the evacuation time, it does provide a relative measure of the evacuation zones that would be subject to longer evacuation times. An evacuation order should consider these more remote areas and they should be prioritized in the sequencing of evacuation notifications.
The timing of evacuation notifications should consider the following factors that affect evacuation time:
1. Evacuee response time to evacuation notification (i.e. time for all evacuees to receive warning and time to prepare to leave home);
2. Estimated travel time to evacuation route gateway; and
3. Estimated added delay time due to evacuation route capacity constraints.
If the critical roadway segment that will have the limiting capacity during an evacuation can be identified, the approximate evacuation time can be calculated by dividing the number of evacuating vehicles using the critical roadway segment by the outbound capacity of the critical roadway segment. The critical segment could be close to the evacuation zone in cases where the evacuation is limited to one or two zones. In cases where multiple zones are evacuated at the same time, the critical roadway link will likely be closer to the evacuation route gateway where the accumulation of evacuating traffic is the greatest.
Exhibit 2-5 through Exhibit 2-17 identify the designated evacuation route from the centroid of each evacuation zone to assigned Gateways throughout the City and summarize the travel times to individual Gateways. Exhibit 2-18 through Exhibit 2-20 shows the evacuation route to the nearest Gateway for each evacuation zone for each hazard scenario (fire, dam inundation, & flood). Table 2-3 summarizes the travel time estimates rounded to the nearest quarter of a minute (15 seconds).
Evacuation Assessment 2-11 October 2023 Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Table 2-3
Travel Time Estimate Summary
Travel Time Summary (min)
Via Gateway: Closest Gateway
Evac.
Route A
Washington
Blvd (East)
B
National
Blvd (North-
West)
C
I-405
(North-
West)
D
Venice Blvd
(South-
West)
E
S Centinela
Ave (North-
West)
F
W Washington
Blvd (South-
West)
G
Culver Blvd
(South-
West)
H
Jefferson
Blvd (South-
West)
I
I-405
(South-
East)
J
W Centinela
Ave (South-
East)
K
Slauson
Ave
(East)
L
Obama
Blvd
(East)
M
W Jefferson
Blvd
(North)
Via
Gateway
Travel
Time
(minutes)
Fire Hazard Zones
FHZ-001 5.25 5.50 12.75 13.50 17.00 21.25 11.75 - - - - 2.00 1.75 M 1.75 FHZ-002 4.50 6.00 14.25 15.00 18.50 22.75 13.25 - - - - 1.50 2.75 L 1.50 FHZ-003 7.00 7.25 13.00 13.75 17.25 21.50 12.00 - - - - 3.75 3.50 M 3.50 FHZ-004 6.00 6.75 15.25 15.75 19.50 23.75 14.00 - - - - 2.75 3.50 L 2.75 FHZ-005 6.75 6.75 11.00 11.50 15.25 19.50 9.75 - - - - 3.50 3.50 L 3.50 FHZ-006 8.25 8.50 12.75 13.25 16.75 21.00 11.50 - - - - 5.25 5.00 M 5.00 FHZ-007 8.00 8.25 10.25 10.75 14.50 18.75 9.00 10.50 9.50 10.75 11.00 4.75 4.50 M 4.50 FHZ-008 10.50 10.75 11.25 12.00 15.50 19.75 10.25 11.75 10.75 11.75 12.00 7.25 7.00 M 7.00 FHZ-009 11.50 12.00 8.25 9.75 13.25 17.50 8.00 9.75 8.50 9.50 9.75 8.50 8.25 G 8.00 FHZ-010 12.00 12.50 7.25 10.00 14.25 17.50 8.50 7.75 6.50 7.50 7.75 9.00 8.75 I 6.50 FHZ-011 11.25 13.25 6.75 9.50 14.50 18.00 6.75 7.75 7.00 8.00 8.25 8.00 7.75 C 6.75 FHZ-012 12.50 12.75 6.50 10.50 13.50 17.00 8.75 7.25 5.75 7.00 7.25 9.25 9.00 I 5.75 FHZ-013 18.25 19.75 7.50 13.50 14.50 17.75 10.75 8.00 6.75 5.25 3.50 15.00 14.75 K 3.50 FHZ-014 17.50 19.00 6.50 12.75 13.75 17.00 9.75 7.25 6.00 4.25 1.00 14.25 14.00 K 1.00 Dam Inundation Zones
DIZ-001 - 9.50 - - - - - - 6.00 11.00 11.25 12.00 12.25 I 6.00 DIZ-002 - 12.25 - - - - - - 4.75 11.25 11.50 16.25 15.25 I 4.75 DIZ-003 - - - - - 4.75 - - 9.75 11.00 - - - F 4.75
DIZ-004 - - - - - 1.75 - - - 14.00 - - - F 1.75
Flood Zones
FZ-001 12.25 8.00 7.50 8.50 - - 7.00 - 9.75 - - - - G 7.00 FZ-002 13.25 9.00 6.75 8.00 - - 6.25 - 9.00 - - - - G 6.25 FZ-003 13.75 9.75 4.75 7.25 - - 4.00 - 7.00 - - - - G 4.00 FZ-004 - - 9.75 - - - - 10.25 - 10.25 10.50 5.00 4.75 M 4.75 FZ-005 - - 8.75 - - - - 9.00 - 9.00 9.25 7.25 7.00 M 7.00 FZ-006 - - 8.75 - - - - 9.00 - 9.25 9.50 8.00 7.75 M 7.75 Evacuation Assessment 2-12 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-5
Evacuation Routes to Gateway A
Evacuation Assessment 2-13 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-6
Evacuation Routes to Gateway B
Evacuation Assessment 2-14 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-7
Evacuation Routes to Gateway C
Evacuation Assessment 2-15 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-8
Evacuation Routes to Gateway D
Evacuation Assessment 2-16 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-9
Evacuation Routes to Gateway E
Evacuation Assessment 2-17 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-10
Evacuation Routes to Gateway F
Evacuation Assessment 2-18 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-11
Evacuation Routes to Gateway G
Evacuation Assessment 2-19 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-12
Evacuation Routes to Gateway H
Evacuation Assessment 2-20 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-13
Evacuation Routes to Gateway I
Evacuation Assessment 2-21 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-14
Evacuation Routes to Gateway J
Evacuation Assessment 2-22 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-15
Evacuation Routes to Gateway K
Evacuation Assessment 2-23 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-16
Evacuation Routes to Gateway L
Evacuation Assessment 2-24 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-17
Evacuation Routes to Gateway M
Evacuation Assessment 2-25 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-18
Evacuation Routes to the Nearest Gateway – Wildfire Hazard Scenario
Evacuation Assessment 2-26 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-19
Evacuation Routes to the Nearest Gateway - Dam Inundation Scenario
Evacuation Assessment 2-27 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Exhibit 2-20
Evacuation Routes to the Nearest Gateway – Flood Inundation Scenario
Safety & Traffic Control 3-1 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Section 3.0 Safety & Traffic Control Considerations
As noted earlier, at‐grade intersections will likely become the first bottleneck locations once the evacuation is fully underway. During these conditions traffic signals and stop sign controls will not be able to efficiently and safely manage the evacuation traffic demand pattern. In order to maintain a safe and efficient traffic flow, it will be necessary to allocate right-of-way time to the respective competing evacuation traffic flows by imposing some form of proactive control. During evacuation conditions, manual control at the most critical intersections should be provided by designated traffic control personnel. Considering the designated evacuation routing for the City’s evacuation zones and the points where major evacuating traffic flows will be merging, it is recommended that manual traffic control be considered at the locations identified in Table 3-1 and shown in Exhibit 3-1.
Exhibit 3-1
Manual Traffic Control Points
Safety & Traffic Control 3-2 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT The need for manual traffic control at these locations will be determined by the Evacuation Coordinator and Emergency Operations Manager. Locations that should have manual traffic control established will depend on the hazard scenario being addressed and the evacuation zones that are ordered to be evacuated. In most cases, the City’s Police Department would be responsible for providing the crew needed for the manual traffic control function.
Table 3-1
Recommended Traffic Control Point Locations
ID Location Existing Traffic
Control
1 Washington Boulevard and S Fairfax Avenue SIGNAL
2 Washington Boulevard and La Cienega Boulevard SIGNAL
3 La Cienega Boulevard and Fairfax Avenue SIGNAL
4 Obama Boulevard and La Cienega Boulevard SIGNAL
5 Obama Boulevard and W Jefferson Boulevard SIGNAL
6 National Boulevard and W Jefferson Boulevard SIGNAL
7 National Boulevard and Washington Boulevard SIGNAL
8 National Boulevard and Venice Boulevard SIGNAL
9 Venice Boulevard and Culver Boulevard SIGNAL
10 Culver Boulevard and Washington Boulevard SIGNAL
11 Washington Boulevard and Culver Boulevard SIGNAL
12 Venice Boulevard and Overland Avenue SIGNAL
13 Venice Boulevard and Sepulveda Boulevard SIGNAL
14 Venice Boulevard and Sawtelle Boulevard SIGNAL
15 Sawtelle Boulevard and Matteson Avenue SIGNAL
16 Sepulveda Boulevard and Matteson Avenue SIGNAL
17 Washington Boulevard and Overland Avenue SIGNAL
18 Culver Boulevard and Overland Avenue SIGNAL
19 Washington Pl and Washington Boulevard SIGNAL
20 Sepulveda Boulevard and Washington Pl SIGNAL
21 Sawtelle Boulevard and Washington Pl SIGNAL
22 Sepulveda Boulevard and Washington Boulevard SIGNAL
23 Sawtelle Boulevard and Washington Boulevard SIGNAL
24 Sawtelle Boulevard and Culver Boulevard SIGNAL
25 Culver Boulevard and I-405 NB Ramp SIGNAL
26 Sepulveda Boulevard and Culver Boulevard SIGNAL
27 Jefferson Boulevard and Overland Avenue SIGNAL
28 Sepulveda Boulevard and Machado Road SIGNAL
29 Machado Road and Jefferson Boulevard SIGNAL
30 Sepulveda Boulevard and Jefferson Boulevard SIGNAL
31 Sepulveda Boulevard and Jefferson Boulevard SIGNAL
32 Jefferson Boulevard and Slauson Avenue SIGNAL
33 Slauson Avenue and Sepulveda Boulevard SIGNAL
34 Slauson Avenue and Marina Freeway SIGNAL
35 Slauson Avenue and Bristol Parkway SIGNAL
36 W Centinela Ave and Bristol Parkway SIGNAL
Safety & Traffic Control 3-3 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Table 3-1
Recommended Traffic Control Point Locations
ID Location Existing Traffic
Control
37 W Centinela Avenue and Sepulveda Boulevard SIGNAL
38 S Centinela Avenue and Jefferson Boulevard SIGNAL
39 S Centinela Avenue and Culver Boulevard SIGNAL
40 S Centinela Avenue and W Washington Boulevard SIGNAL 41 Washington Pl and S Centinela Ave SIGNAL
42 Washington Pl and W Washington Boulevard SIGNAL
Evacuation Scenarios 4-1 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Cont.
Section 4.0 Primary Evacuation Scenarios
Through coordination with the City’s Public Works Department, Los Angeles County Sherriff’s Department and the Los Angeles County Fire Department, three representative emergency scenarios have been identified which would require an evacuation of populations within select evacuation zones within the City. The two emergency scenarios include a potential fire hazard scenario and a potential dam inundation scenario. The following sections present a discussion of each emergency scenario along with the identification of corresponding evacuation procedures and recommendations for facilitating the evacuation in the event of a significant emergency.
4.1 Scenario 1 – Wildfire Hazard
This scenario represents a potential fire hazard approaching from the east through the Inglewood Oil Fields and Baldwin Hills burning towards the City limits. As identified in the Vulnerability Assessment, portions of the City along the easterly boundaries are identified as very high hazard zones – see Attachment B. A wildfire in any of these zones could potentially spread into the City and threaten residential structures but are unlikely to immediately impact critical facilities.
As shown in Table 4-1, facilities within the fire hazard zones include the El Rincon Elementary, Marycrest Manor, parks, and the Overland Sewer Pump Station.
Table 4-1
Facilities in a Wildfire Hazard Zone
Map ID Name Asset Type Evacuation Zone
- El Rincon Elementary Public School FHZ-12
12 Marycrest Manor - Skilled Nursing
Facility (Culver Crest) Non-Profit/NGO FHZ-12
15 Blanco Park Parks and Recreation FHZ-11
19 Blair Hills Park Parks and Recreation FHZ-4
21 Culver City Park (Botts Field) Parks and Recreation FHZ-5 43 Overland Sewer Pump Station Utility - Wastewater -
Table 4-2 summarizes the number of residential buildings for each of the evacuation zones within the fire hazard zone and the estimated number of vehicles associated with these residences. The estimated number of personal vehicles is based on vehicle ownership data provided by the Southern California Association of Governments (SCAG) 2022 Spatial and Statistics Summary for the City.
Evacuation Scenarios 4-2 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Table 4-2
Wildfire Hazard Zone Demographics
Zone Estimated Number
of Residences
Estimated Number of
Personal Vehicles
FHZ-1 0 0
FHZ-2 384 630
FHZ-3 7 11
FHZ-4 183 300
FHZ-5 0 0
FHZ-6 0 0
FHZ-7 0 0
FHZ-8 237 389
FHZ-9 530 870
FHZ-10 0 0
FHZ-11 92 151
FHZ-12 406 667
FHZ-13 0 0
FHZ-14 0 0
Total 1,839 3,018
If a fire hazard were to occur in the hills and oil fields to the east of the City, Evacuations Zones FHZ-2, FHZ 4, and FHZ-6 as well as Zones FHZ-12 through FHZ-14 would potentially experience the highest risk since they are located along the City’s eastern boundary closest to the fire hazards. Residents in each of these zones should be directed to travel west, away from the fire hazard. As shown in the travel time assessment above, the closest gateway to these zones are Gateway L and Gateway K respectively, however depending on the nature, origin, and direction of a potential fire hazard, these Gateways may lead them closer to the hazard and alternative evacuees should be directed toward other gateways. The estimated travel time these zones to the closest gateways ranges from 1.00 minute to approximately 3.5 minutes; however, as discussed in Section 1.2.6, these travel time estimates are not equivalent to evacuation times.
The evacuation routes serving these hazard zones include Obama Boulevard, Jefferson Boulevard, and Slauson Avenue. Each of these roadways are 4-lane facilities (two lanes in each direction) with a one-way outbound evacuation capacity of 2,390 vehicles-per-hour-per-lane (vphpl). In total, all fire hazard evacuation zones have an estimate of 1,829 dwelling units, or approximately 3,018 vehicles that could potentially be evacuated due to a fire hazard. However, with the multiple evacuation route options available to residents, it is unlikely that each resident would take exactly the same route. Therefore, the available capacity of the roadway network is forecast to be sufficient for this scenario. To avoid significant congestion, incremental evacuation of these zones should be considered if advanced warning of the fire hazard permits.
Evacuation Scenarios 4-3 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT
4.2 Scenario 2 – Dam Inundation
This scenario represents a potential failure at the Stone Canyon Dam and Reservoir which lies approximately 6.7 miles to the northwest of the City limits. A failure at the dam could potentially inundate residential neighborhoods and critical facilities shown in Table 4-3. Dam inundation maps are provided in Attachment C.
A failure at Stone Canyon Dam and Reservoir would initially threaten the homes along the north- westerly boundary of the City between South Centinela Avenue and Huron Avenue before potentially spreading into the City. The inundation maps show that flood waters flow down hill following lower elevations toward the City and would reach a maximum depth of approximately 2-5 feet on average and potentially up to approximately 5-10 feet in locations of low elevation.
The maps show floodwaters would reach Fire Station 2 within 1 hour and 50 minutes with a maximum flood depth of 5 feet.
This flooding would potentially impact the availability of evacuation routes and could hinder the efficient transportation in the event of an emergency evacuation. Evacuation routing should follow a path to higher ground elevation away from the flood zone (i.e., northeast or southwest). It should be noted that the I-405 freeway is predominately elevated roadway and is not shown to be substantially impacted by this inundation scenario.
Table 4-3
Facilities in a Dam Inundation Hazard Zone
Map ID Name Asset Type Evacuation Zone
4 Fire Station No. 2 Government Building DIZ-2
- El Marino Language School Public School -
11 Culver - Palms YMCA Non-Profit/NGO DIZ-1
- Wildwood School (leased) Public School DIZ-3
16 Culver West Alexander Park Parks and Recreation DIZ-3 24 Tellefson Park Parks and Recreation DIZ-1
33 MWD Venice Substation Utility - Electric DIZ-1
37 Braddock Sewer Pump Station Utility - Wastewater -
40 Fox Hills Sewer Pump Station Utility - Wastewater -
50 Sepulveda Boulevard Bridge over Ballona
Creek Transportation - Bridge -
51 Sawtelle Boulevard Bridge over Ballona Creek Transportation - Bridge - 52 I-405 Freeway Bridge over Ballona Creek Transportation - Bridge - Table 4-4 summarizes the number of residential buildings for each of the evacuation zones effected by the dam inundation hazard scenario and the estimated number of vehicles associated with these residences.
Evacuation Scenarios 4-4 October 2023
Evacuation Route Capacity and Viability Study
CITY OF CULVER CITY AND CULVER CITY UNIFIED SCHOOL DISTRICT Table 4-4
Dam Inundation Hazard Zone Demographics
Zone Estimated Number
of Residences
Estimated Number of
Personal Vehicles
DIZ-1 1,454 2,387
DIZ-2 876 1,438
DIZ-3 826 1,356
DIZ-4 249 409
SUM 3,405 5,590
Dam Inundation Zones DIZ-2 and DIZ-3 would be immediately threatened by this potential hazard.
Zone DIZ-2 should be directed to utilize I-405 to head southwest to Gateway I (nearest) and could potentially evacuate an estimated 876 dwelling units, or 1,438 vehicles. The constraining point to accessing the I-405 freeway would be the on-ramp at Braddock Drive with a one-way capacity of 1,200 vehicles-per-hour-per-lane (vphpl). Zone DIZ-3 should be directed southwest on Washington Blvd, which is a 4-lane facilities (two lanes in each direction) with a one-way outbound evacuation capacity of 2,390 vehicles-per-hour-per-lane (vphpl).
With the multiple evacuation route options available to residents, it is unlikely that each resident would take exactly the same route. To avoid significant congestion, incremental evacuation of these zones should be considered if advanced warning of the flood hazard due to the dam breach permits.
Given the distance to Stone Canyon Dam and Reservoir, Inundation maps show that flood waters will reach the City in just under two hours. Given the time between the dam breach and flooding effects that would impact or make evacuation routes unusable, it will be critical to develop advance warning methods that would identify a likely breach of the dam so the preemptive evacuation order could be given. One such example would be an earthquake event that causes damage to the dam but does not immediately cause a dam breach. Under some emergency scenarios such as an earthquake that does cause immediate rupture or dam breach, it may not be possible or practical to declare a vehicle-based evacuation and a shelter in place order may be more appropriate.
4.3 Scenario 3 – Flood Inundation
This scenario represents a potential flooding of Ballona Creek which would potentially inundate residential neighborhoods and critical facilities shown in Table 4-5. Flood inundation maps are provided in Attachment D.
While not located in a Special Flood Hazard Area, the zones assessed for this specific scenario have been included at the request of City staff. Based on historic storm events, the “S-curve” near Culver City High School has experienced water cresting the concrete channel and entering the adjacent properties and roadways.
Evacuation Scenarios 4-5 October 2023
Ev acuat ion Rou te Capa city and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOOL DIST RICT Table 4-5
Facilities in a Flood Inundation Hazard Zone
Map ID Name Asset Type Evacuation Zone
- High School Public School FZ-3
- Middle School Public School FZ-3
- Office of Child Development Public School FZ-3
- Adult School Public School FZ-3
23 Lindberg Park Parks and Recreation FZ-6
41 Jasmine Sewer Pump Station Utility - Wastewater -
48 Overland Avenue Bridge over Ballona Creek Transportation - Bridge FZ-2 / FZ-3 / FZ-5 / FZ-6 49 Ocean Drive Pedestrian Bridge over Ballona
Creek Transportation - Bridge FZ - 3 / FZ -6
Table 4 -6 summarizes the number of residential buildings for each of the evacuation zones effected by the flood inundation hazard scenario and the estimated number of vehicles associated with these residences.
Table 4-6
Flood Inundation Hazard Zone Demographics
Zone Estimated Number
of Residences
Estimated Number of
Personal Vehicles
FZ-1 94 154
FZ-2 47 77
FZ-3 88 144
FZ-4 0 0
FZ-5 0 0
FZ-6 83 136
SUM 312 511
Residents required to evacuate should be directed away from Ballona Creek towards Jefferson Blvd and Culver Blvd in the case that the bridges spanning the creek are flooded. The travel time assessment reflects this. Jefferson Blvd and Culver Blvd are both 4-lane facilities (two lanes in each direction) with a one-way outbound evacuation capacity of 2,390 vehicles-per-hour-per-lane (vphpl). Flood inundation evacuation zones FZ-1 through FZ-3 have a combined estimate of 229 dwelling units, or approximately 375 vehicles that could potentially be evacuated due to a flood hazard on the west side of Ballona Creek. Flood inundation evacuation zones FZ-4 through FZ- 6 have a combined estimate of 83 dwelling units, or approximately 136 vehicles that could potentially be evacuated due to a flood hazard on the east side of Ballona Creek. It should be noted that these demographics include residential structures only, and the majority of the land uses within these evacuation zones are non-residential uses.
October 2023
Ev acuat ion Rout e Capa ci ty and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOO L DI ST RI CT Attachment A:
Travel Time Calculations
A
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25 Street Change S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 7160.3 2.39 8 0 2.67 5.06 5.25
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 6056.62 2.48 6 0 2.00 4.47 4.50
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jerfferson Blvd 1360.12 35 0.44 1 0.33 0.77 1.00
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 9587.98 3.81 9 0 3.00 6.79 7.00
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Lenawee Ave 1017.58 25 0.46 1 0.17 0.63 0.75
Obama Blvd 326.58 35 0.11 1 0.33 0.44 0.50
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 8393.53 3.07 6 5 2.83 5.90 6.00
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 10638.07 3.36 9 1 3.17 6.53 6.75
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 13687.48 4.75 10 1 3.50 8.24 8.25
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 12313.39 3.89 12 0 4.00 7.89 8.00
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
Assumed delay (seconds)
FHZ-3
FHZ-1
FHZ-2
FHZ-4
FHZ-5
FHZ-6 FHZ006-A
Gateway Destination
FHZ001-A
FHZ002-A
FHZ003-A
FHZ004-A
FHZ005-A
FHZ-7
FHZ-8
FHZ007-A
FHZ008-A
A
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Assumed delay (seconds)Gateway Destination
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 14669.55 6.05 13 0 4.33 10.39 10.50
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 16121.98 5.82 4 0 5.67 11.50 11.50
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 18167.46 5.63 18 2 6.33 11.97 12.00
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 17228.81 5.41 4 0 5.67 11.08 11.25
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 18708.06 5.93 18 2 6.33 12.27 12.50
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Jefferson Blvd 927.27 35 0.30 1 0.33 0.63 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
FHZ-9 FHZ009-A
FHZ010-A
FHZ011-A
FHZ012-A
FHZ013-A
FHZ-10
FHZ-11
FHZ-12
A
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Assumed delay (seconds)Gateway Destination
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 25971.32 9.04 27 0 9.00 18.06 18.25
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Jefferson Blvd 927.27 35 0.30 1 0.33 0.63 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 1 0.33 0.56 0.75
La Cienega Blvd 907.69 35 0.29 1 0.33 0.63 0.75
La Cienega Blvd 844.27 35 0.27 1 0.33 0.61 0.75
La Cienega Blvd 616.6 35 0.20 1 0.33 0.53 0.75
La Cienega Blvd 462.79 35 0.15 0.00 0.15 0.25
S Fairfax Ave 1140.41 35 0.37 1 0.33 0.70 0.75
S Fairfax Ave 749.61 35 0.24 0.00 0.24 0.25
Total Route 26034.9 7.93 27 0 9.33 17.28 17.50
Baldwin Ave 779.69 25 0.35 1 0.17 0.52 0.75
Baldwin Ave 842.82 25 0.38 1 0.17 0.55 0.75
Baldwin Ave 125.71 25 0.06 1 0.17 0.22 0.25
Baldwin Ave 865.43 25 0.39 1 0.17 0.56 0.75
La Salle Ave 106.22 25 0.05 1 0.17 0.21 0.25
Culver Blvd 352.35 40 0.10 1 0.33 0.43 0.50
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
Venice Blvd 1132.78 35 0.37 1 0.33 0.70 0.75
Venice Blvd 1036.38 35 0.34 1 0.33 0.67 0.75
Venice Blvd 1610.9 35 0.52 1 0.33 0.86 1.00
La Cienega Blvd 828.73 35 0.27 1 0.33 0.60 0.75
La Cienega Blvd 697.88 35 0.23 1 0.33 0.56 0.75
Washington Blvd 400.72 35 0.13 1 0.33 0.46 0.50
Washington Blvd 1106.05 35 0.36 0.00 0.36 0.50
Total Route 14599.89 5.58 17 5 6.50 12.07 12.25
La Bourget Ave 1516.48 25 0.69 1 0.17 0.86 1.00
La Bourget Ave 912.69 25 0.41 1 0.17 0.58 0.75
La Bourget Ave 990.89 25 0.45 1 0.17 0.62 0.75
Culver Blvd 309.93 40 0.09 1 0.33 0.42 0.50
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
Venice Blvd 1132.78 35 0.37 1 0.33 0.70 0.75
Venice Blvd 1036.38 35 0.34 1 0.33 0.67 0.75
Venice Blvd 1610.9 35 0.52 1 0.33 0.86 1.00
La Cienega Blvd 828.73 35 0.27 1 0.33 0.60 0.75
La Cienega Blvd 697.88 35 0.23 1 0.33 0.56 0.75
Washington Blvd 400.72 35 0.13 1 0.33 0.46 0.50
Washington Blvd 1106.05 35 0.36 0.00 0.36 0.50
Total Route 16620.61 6.27 19 3 6.83 13.11 13.25
Farragut Dr 389.44 25 0.18 1 0.17 0.34 0.50
Farragut Dr 663.34 25 0.30 1 0.17 0.47 0.50
Overland Ave 298.35 35 0.10 1 0.33 0.43 0.50
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
FZ-1
FZ-2 FZ002-A
FZ001-A
FHZ014-A
FHZ013-AFHZ-13
FHZ-14
A
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Assumed delay (seconds)Gateway Destination
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
Venice Blvd 1132.78 35 0.37 1 0.33 0.70 0.75
Venice Blvd 1036.38 35 0.34 1 0.33 0.67 0.75
Venice Blvd 1610.9 35 0.52 1 0.33 0.86 1.00
La Cienega Blvd 828.73 35 0.27 1 0.33 0.60 0.75
La Cienega Blvd 697.88 35 0.23 1 0.33 0.56 0.75
Washington Blvd 400.72 35 0.13 1 0.33 0.46 0.50
Washington Blvd 1106.05 35 0.36 0.00 0.36 0.50
Total Route 17062.57 6.08 22 2 7.67 13.73 13.75
FZ-3 FZ003-A
B
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Aletta Ave 624.27 25 0.28 1 0.17 0.45 0.50
Aletta Ave 732.5 25 0.33 1 0.17 0.50 0.50
Elenda St 347.76 35 0.11 1 0.33 0.45 0.50
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 10900.51 4.04 15 2 5.33 9.38 9.50
Herbert St 274.36 25 0.12 1 0.17 0.29 0.50
Herbert St 293.24 25 0.13 1 0.17 0.30 0.50
Sawtelle Blvd 238.34 35 0.08 1 0.33 0.41 0.50
Washington Blvd 1193.09 35 0.39 1 0.33 0.72 0.75
Washington Blvd 961.16 35 0.31 1 0.33 0.65 0.75
Washington Blvd 176.45 35 0.06 1 0.33 0.39 0.50
Washington Blvd 173.19 35 0.06 1 0.33 0.39 0.50
Washington Blvd 1276.51 35 0.41 1 0.33 0.75 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.55 35 0.36 1 0.33 0.69 0.75
Washington Blvd 773.55 35 0.25 1 0.33 0.58 0.75
Washington Blvd 570.62 35 0.19 1 0.33 0.52 0.75
Washington Blvd 544.62 35 0.18 1 0.33 0.51 0.75
Washington Blvd 730.93 35 0.24 1 0.33 0.57 0.75
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 13586.39 4.93 21 2 7.33 12.25 12.25
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 6798.48 2.28 9 0 3.00 5.28 5.50
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 7215.14 2.85 9 0 3.00 5.85 6.00
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jerfferson Blvd 1360.12 35 0.44 1 0.33 0.77 1.00
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 9226.16 3.69 10 0 3.33 7.01 7.25
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50 Note: No stop or signal at the turn Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 8860.38 3.27 8 4 3.33 6.61 6.75
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jerfferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jerfferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 10276.25 3.24 10 1 3.50 6.75 6.75
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jerfferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jerfferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Gateway Destination Assumed delay (seconds)
DIZ-1
DIZ002-BDIZ-2
DIZ001-B
FHZ-1 FHZ001-B
FHZ-2
FHZ-3 FHZ003-B
FHZ-4 FHZ004-B
FHZ002-B
FHZ-5 FHZ005-B
B
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 13325.66 4.63 11 1 3.83 8.46 8.50
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jerfferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jerfferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jerfferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jerfferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 11951.57 3.77 13 0 4.33 8.11 8.25
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
National Blvd 412.59 35 0.13 1 0.33 0.47 0.50
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 14307.73 5.93 14 0 4.67 10.61 10.75
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 12978.71 5.54 19 0 6.33 11.87 12.00
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 15024.19 5.35 20 2 7.00 12.34 12.50
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jerfferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 16177.81 5.81 22 0 7.33 13.13 13.25
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
FHZ-6 FHZ006-B
FHZ-7 FHZ007-B
FHZ-8
FHZ-9
FHZ-10
FHZ008-B
FHZ009-B
FHZ010-B
FHZ-11 FHZ011-B
B
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 15564.79 5.65 20 2 7.00 12.64 12.75
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 24633.09 9.19 31 0 10.33 19.54 19.75
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 24696.67 8.07 32 0 10.67 18.76 19.00
Baldwin Ave 779.69 25 0.35 1 0.17 0.52 0.75
Baldwin Ave 842.82 25 0.38 1 0.17 0.55 0.75
Baldwin Ave 125.71 25 0.06 1 0.17 0.22 0.25
Baldwin Ave 865.43 25 0.39 1 0.17 0.56 0.75
La Salle Ave 106.22 25 0.05 1 0.17 0.21 0.25
Culver Blvd 352.35 40 0.10 1 0.33 0.43 0.50
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 8014.47 3.44 11 5 4.50 7.93 8.00
La Bourget Ave 1516.48 25 0.69 1 0.17 0.86 1.00
La Bourget Ave 912.69 25 0.41 1 0.17 0.58 0.75
La Bourget Ave 990.89 25 0.45 1 0.17 0.62 0.75
Culver Blvd 309.93 40 0.09 1 0.33 0.42 0.50
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
FHZ-12
FHZ-13
FHZ012-B
FHZ013-B
FHZ-14
FZ-1
FHZ014-B
FZ001-B
B
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 10035.19 4.14 13 3 4.83 8.97 9.00
Farragut Dr 389.44 25 0.18 1 0.17 0.34 0.50
Farragut Dr 663.34 25 0.30 1 0.17 0.47 0.50
Overland Ave 298.35 35 0.10 1 0.33 0.43 0.50
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 228.02 35 0.07 0.00 0.07 0.25
Total Route 10477.15 3.94 16 2 5.67 9.59 9.75
FZ-3 FZ003-B
FZ-2 FZ002-B
C
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 22657.92 6.37 19 0 6.33 12.71 12.75
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 23956.84 7.23 21 0 7.00 14.24 14.25
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 22365.36 6.95 18 0 6.00 12.95 13.00
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50
Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 25692.71 7.75 20 4 7.33 15.10 15.25
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Gateway Destination Assumed delay (seconds)
FHZ-1 FHZ001-C
FHZ-2
FHZ-3 FHZ003-C
FHZ-4
FHZ002-C
FHZ004-C
FHZ-5 FHZ005-C
C
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 18947.39 5.30 16 1 5.50 10.80 11.00
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 21996.8 6.68 17 1 5.83 12.51 12.75
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 17866.65 5.04 15 0 5.00 10.04 10.25
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 17873.71 6.53 14 0 4.67 11.20 11.25
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 10051.4 4.17 12 0 4.00 8.17 8.25
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50 Street Change Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 19589.14 4.74 5 4 2.33 7.07 7.25
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 553.23 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 9437.83 3.21 10 0 3.33 6.53 6.75
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
FHZ-6 FHZ006-C
FHZ-7 FHZ007-C
FHZ-8 FHZ008-C
FHZ-9
FHZ009-C
FHZ-10 FHZ010-C
FHZ-11
FHZ011-C
C
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 18175.57 4.40 4 4 2.00 6.40 6.50
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 17546.19 4.93 7.00 0.00 2.33 7.28 7.50
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 17609.77 3.81 8.00 0.00 2.67 6.50 6.50
Baldwin Ave 779.69 25 0.35 1 0.17 0.52 0.75
Baldwin Ave 842.82 25 0.38 1 0.17 0.55 0.75
Baldwin Ave 125.71 25 0.06 1 0.17 0.22 0.25
Baldwin Ave 865.43 25 0.39 1 0.17 0.56 0.75
La Salle Ave 106.22 25 0.05 1 0.17 0.21 0.25
Culver Blvd 917.86 40 0.26 1 0.33 0.59 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 14095.54 3.97 8.00 5.00 3.50 7.45 7.50
La Bourget Ave 1516.48 25 0.69 1 0.17 0.86 1.00
Farragut Dr 292.14 25 0.13 1 0.17 0.30 0.50
Farragut Dr 598.38 25 0.27 1 0.33 0.61 0.75
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 13223.99 3.73 8.00 2.00 3.00 6.73 6.75
Farragut Dr 168.59 25 0.08 1 0.17 0.24 0.25
Elenda St 778.82 25 0.35 1 0.17 0.52 0.75
Elenda St 1091.4 25 0.50 1 0.33 0.83 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
I-405 Freeway 4602.74 65 0.80 0.00 0.80 1.00
Total Route 9511.22 2.55 5 2 2.00 4.54 4.75
Pearson St 312.15 15 0.24 1 0.17 0.40 0.50
Jefferson Blvd 776.65 40 0.22 1 0.33 0.55 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 21354.54 5.24 13 1 4.50 9.74 9.75
Driveway 1 434.76 15 0.33 1 0.17 0.50 0.50
Jefferson Blvd 514.42 40 0.15 1 0.33 0.48 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 19309.47 4.72 11 1 3.83 8.56 8.75
Fairbanks Way 279.28 25 0.13 1 0.17 0.29 0.50
Virginina Ave 566.72 25 0.26 1 0.33 0.59 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
FHZ-12 FHZ012-C
FHZ-13 FHZ013-C
FHZ-14
FZ-1
FZ-2
FHZ014-C
FZ001-C
FZ002-C
FZ-6 FZ006-C
FZ-3 FZ003-C
FZ-4 FZ004-C
FZ-5 FZ005-C
C
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
I-405 Freeway 11336.83 65 1.98 0.00 1.98 2.00
Total Route 19631.18 4.78 11 1 3.83 8.61 8.75
D
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 21363.92 6.58 20 0 6.67 13.27 13.50
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 22662.84 7.45 22 0 7.33 14.80 15.00
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 21071.36 7.17 19 0 6.33 13.51 13.75
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50
Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Gateway Destination Assumed delay (seconds)
FHZ-1 FHZ001-D
FHZ-2 FHZ002-D
FHZ-3 FHZ003-D
FHZ-4 FHZ004-D
D
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 24398.71 7.96 21 4 7.67 15.66 15.75
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 17653.39 5.51 17 1 5.83 11.36 11.50
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 20702.8 6.90 18 1 6.17 13.07 13.25
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 16572.65 5.25 16 0 5.33 10.60 10.75
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
FHZ-5 FHZ005-D
FHZ-6 FHZ006-D
FHZ-7 FHZ007-D
FHZ-8 FHZ008-D
D
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 16579.71 6.75 15 0 5.00 11.76 12.00
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 13360.14 5.19 13 0 4.33 9.53 9.75
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 15405.62 5.00 14.00 2.00 5.00 10.00 10.00
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 658.16 35 0.21 1 0.33 0.55 0.75
Sepulveda Blvd 1009.46 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 781.41 35 0.25 1 0.33 0.59 0.75
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 14565.84 4.81 14 0 4.67 9.48 9.50
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 15946.22 5.30 14 2 5.00 10.30 10.50
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
FHZ-9
FHZ-10
FHZ009-D
FHZ010-D
FHZ-11 FHZ011-D
FHZ-12 FHZ012-D
D
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 658.16 35 0.21 1 0.33 0.55 0.75
Sepulveda Blvd 1009.46 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 781.41 35 0.25 1 0.33 0.59 0.75
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 18804.23 6.98 19 0 6.33 13.34 13.50
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 658.16 35 0.21 1 0.33 0.55 0.75
Sepulveda Blvd 1009.46 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 781.41 35 0.25 1 0.33 0.59 0.75
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 18867.81 5.87 20 0 6.67 12.56 12.75
Baldwin Ave 779.69 25 0.35 1 0.17 0.52 0.75
Baldwin Ave 842.82 25 0.38 1 0.17 0.55 0.75
Baldwin Ave 125.71 25 0.06 1 0.17 0.22 0.25
Baldwin Ave 865.43 25 0.39 1 0.17 0.56 0.75
La Salle Ave 106.22 25 0.05 1 0.17 0.21 0.25
Culver Blvd 917.86 40 0.26 1 0.33 0.59 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 12786 4.34 10.00 5.00 4.17 8.50 8.50
La Bourget Ave 1516.48 25 0.69 1 0.17 0.86 1.00
Farragut Dr 292.14 25 0.13 1 0.17 0.30 0.50
Farragut Dr 598.38 25 0.27 1 0.33 0.61 0.75
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 812.52 35 0.26 1 0.33 0.60 0.75
Venice Blvd 692.95 35 0.22 1 0.33 0.56 0.75
Venice Blvd 745.1 35 0.24 1 0.33 0.58 0.75
Venice Blvd 2313.8 35 0.75 1 0.33 1.08 1.25
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 11914.45 4.10 10.00 2.00 3.67 7.78 8.00
Farragut Dr 168.59 25 0.08 1 0.17 0.24 0.25
Elenda St 778.82 25 0.35 1 0.17 0.52 0.75
Elenda St 1091.4 25 0.50 1 0.33 0.83 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 658.16 35 0.21 1 0.33 0.55 0.75
Sepulveda Blvd 1009.46 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 781.41 35 0.25 1 0.33 0.59 0.75
Venice Blvd 941.58 40 0.27 1 0.33 0.60 0.75
Venice Blvd 969.53 40 0.28 0.00 0.28 0.50
Total Route 10589.72 3.51 10 2 3.67 7.18 7.25
FHZ-13 FHZ013-D
FHZ-14 FHZ014-D
FZ-1
FZ-2
FZ001-D
FZ002-D
FZ-3 FZ003-D
E
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 25171.52 7.90 27 0 9.00 16.93 17.00
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 26470.44 8.76 29.00 0.00 9.67 18.46 18.50
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 24878.96 8.48 26 0 8.67 17.17 17.25
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50
Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Gateway Destination Assumed delay (seconds)
FHZ-1 FHZ001-E
FHZ-2
FHZ-3 FHZ003-E
FHZ-4 FHZ004-E
FHZ002-E
E
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 28206.31 9.28 28 4 10.00 19.32 19.50
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 21460.99 6.82 24 1 8.17 15.02 15.25
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 24510.4 8.21 25 1 8.50 16.73 16.75
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 20380.25 6.57 23 0 7.67 14.26 14.50
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
FHZ-5 FHZ005-E
FHZ-6 FHZ006-E
FHZ-7 FHZ007-E
FHZ-8 FHZ008-E
E
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 20387.31 8.06 22 0 7.33 15.42 15.50
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 17167.74 6.50 20 0 6.67 13.19 13.25
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50 Street Change Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1046.94 35 0.34 1 0.33 0.67 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 21761.67 7.14 19 4 7.00 14.16 14.25
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1046.94 35 0.34 1 0.33 0.67 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 20499.41 6.82 23 0 7.67 14.50 14.50
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1046.94 35 0.34 1 0.33 0.67 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 20348.1 6.80 18 4 6.67 13.49 13.50
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
FHZ-9 FHZ009-E
FHZ-10 FHZ010-E
FHZ-11 FHZ011-E
FHZ-12 FHZ012-E
E
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1046.94 35 0.34 1 0.33 0.67 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 19718.72 7.33 21 0 7.00 14.37 14.50
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1046.94 35 0.34 1 0.33 0.67 0.75
S Centinela Ave 293.1 35 0.10 0.00 0.10 0.25
Total Route 19782.3 6.22 22 0 7.33 13.59 13.75
FHZ-13 FHZ013-E
FHZ-14 FHZ014-E
F
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Colonial Ave 475.5 25 0.22 1 0.17 0.38 0.50
Washington Pl 1261.83 35 0.41 1 0.33 0.74 0.75
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 6401.69 2.14 7 1 2.50 4.63 4.75
Walgrove Ave 373.23 15 0.28 1 0.17 0.45 0.50
W Washington Blvd 521.92 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 1984.81 0.81 2 1 0.83 1.63 1.75
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 31118.5 9.83 34 0 11.33 21.18 21.25
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 32417.42 10.69 36.00 0.00 12.00 22.71 22.75 Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Gateway Destination Assumed delay (seconds)
DIZ-3 DIZ003-F
DIZ-4 DIZ004-F
FHZ-1 FHZ001-F
FHZ-2
FHZ-3
FHZ002-F
FHZ003-F
F
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 30825.94 10.41 33.00 0.00 11.00 21.42 21.50 Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50
Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 34153.29 11.21 35.00 4.00 12.33 23.57 23.75 Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 27407.97 8.75 31.00 1.00 10.50 19.27 19.50
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
FHZ-5
FHZ-6
FHZ005-F
FHZ006-F
FHZ-4 FHZ004-F
F
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 30457.38 10.14 32.00 1.00 10.83 20.98 21.00 College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 26327.23 8.50 30.00 0.00 10.00 18.51 18.75
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 26334.29 9.99 29.00 0.00 9.67 19.67 19.75
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1312.8 35 0.43 1 0.33 0.76 1.00
Washington Pl 130.23 35 0.04 1 0.33 0.38 0.50
Washington Pl 375.62 35 0.12 1 0.33 0.46 0.50
Washington Pl 501.88 35 0.16 1 0.33 0.50 0.50
Washington Pl 941.22 35 0.31 1 0.33 0.64 0.75
Washington Pl 1787.39 35 0.58 1 0.33 0.91 1.00
Washington Pl 1580.27 35 0.51 1 0.33 0.85 1.00
Washington Pl 875.66 35 0.28 1 0.33 0.62 0.75
Washington Pl 842.16 35 0.27 1 0.33 0.61 0.75
Washington Pl 1575.72 35 0.51 1 0.33 0.84 1.00
Washington Pl 200.24 35 0.07 1 0.33 0.40 0.50
W Washington Blvd 282.04 35 0.09 1 0.33 0.42 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 23114.72 8.43 27.00 0.00 9.00 17.44 17.50
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50 Street Change FHZ-8
FHZ-9
FHZ008-F
FHZ009-F
FHZ-7 FHZ007-F
F
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
W Washington Blvd 1818.55 35 0.59 1 0.33 0.92 1.00
W Washington Blvd 514.83 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 26937.09 8.82 24.00 4.00 8.67 17.50 17.50
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
W Washington Blvd 1818.55 35 0.59 1 0.33 0.92 1.00
W Washington Blvd 514.83 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 25674.83 8.50 28.00 0.00 9.33 17.84 18.00
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
W Washington Blvd 1818.55 35 0.59 1 0.33 0.92 1.00
W Washington Blvd 514.83 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 25523.52 8.48 23.00 4.00 8.33 16.83 17.00
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
W Washington Blvd 1818.55 35 0.59 1 0.33 0.92 1.00
W Washington Blvd 514.83 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
FHZ-11
FHZ-12
FHZ-13
FHZ011-F
FHZ012-F
FHZ013-F
FHZ-10 FHZ010-F
F
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 24894.14 9.01 26.00 0.00 8.67 17.71 17.75
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
W Washington Blvd 1818.55 35 0.59 1 0.33 0.92 1.00
W Washington Blvd 514.83 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 859.15 35 0.28 1 0.33 0.61 0.75
W Washington Blvd 520.65 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 569.01 35 0.18 0.00 0.18 0.25
Total Route 24957.72 7.90 27.00 0.00 9.00 16.93 17.00
FHZ-14 FHZ014-F
G
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 18520.37 5.53 18 0 6.00 11.55 11.75
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 19819.29 6.40 20 0 6.67 13.08 13.25
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 18227.81 6.12 17 0 5.67 11.79 12.00
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50
Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Gateway Destination Assumed delay (seconds)
FHZ-1 FHZ001-G
FHZ-2 FHZ002-G
FHZ-3 FHZ003-G
FHZ-4 FHZ004-G
G
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 21555.16 6.91 19 4 7.00 13.94 14.00
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 14809.84 4.46 15 1 5.17 9.64 9.75
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 17859.25 5.85 16 1 5.50 11.35 11.50
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 13729.1 4.20 14 0 4.67 8.88 9.00
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 13736.16 5.70 13 0 4.33 10.04 10.25
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
FHZ-9 FHZ009-G
FHZ-6 FHZ006-G
FHZ-7 FHZ007-G
FHZ-8 FHZ008-G
FHZ-5 FHZ005-G
G
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 10516.59 4.14 11 0 3.666666667 7.81 8.00
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 12562.07 3.95 12.00 2.00 4.33 8.28 8.50
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 9889.8 3.33 10 0 3.33 6.66 6.75
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 13102.67 4.25 12 2 4.33 8.58 8.75
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 14128.19 5.50 15 0 5.00 10.52 10.75
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
FHZ-12 FHZ012-G
FHZ-13 FHZ013-G
FHZ-14 FHZ014-G
FHZ-10
FHZ-11 FHZ011-G
FHZ010-G
G
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Total Route 14191.77 4.38 16 0 5.33 9.74 9.75
Baldwin Ave 779.69 25 0.35 1 0.17 0.52 0.75
Baldwin Ave 842.82 25 0.38 1 0.17 0.55 0.75
Baldwin Ave 125.71 25 0.06 1 0.17 0.22 0.25
Baldwin Ave 865.43 25 0.39 1 0.17 0.56 0.75
La Salle Ave 106.22 25 0.05 1 0.17 0.21 0.25
Culver Blvd 917.86 40 0.26 1 0.33 0.59 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 9942.45 3.29 8.00 5.00 3.50 6.78 7.00
La Bourget Ave 1516.48 25 0.69 1 0.17 0.86 1.00
Farragut Dr 292.14 25 0.13 1 0.17 0.30 0.50
Farragut Dr 598.38 25 0.27 1 0.33 0.61 0.75
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 9070.9 3.05 8.00 2.00 3.00 6.06 6.25
Farragut Dr 168.59 25 0.08 1 0.17 0.24 0.25
Elenda St 778.82 25 0.35 1 0.17 0.52 0.75
Elenda St 1091.4 25 0.50 1 0.33 0.83 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 0.00 0.13 0.25
Total Route 5358.13 1.87 5 2 2.00 3.87 4.00
FZ-2
FZ-3 FZ003-G
FZ-1 FZ001-G
FZ002-G
H
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 0.00 0.49 0.50
Total Route 14788.88 4.75 17 0 5.67 10.43 10.50
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 0.00 0.49 0.50
Total Route 14795.94 6.25 16 0 5.33 11.59 11.75
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
Total Route 11576.37 4.69 15 0 5.00 9.70 9.75
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50 Street Change Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
Total Route 12225.06 4.05 9 4 3.67 7.72 7.75
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 0.00 0.49 0.50
Total Route 10962.8 3.72 12 0 4.00 7.72 7.75
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
Total Route 10811.49 3.71 8 4 3.33 7.05 7.25
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
Total Route 10182.11 4.23 11 0 3.67 7.93 8.00
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
FHZ-13 FHZ013-H
FHZ-14 FHZ014-H
FHZ-10 FHZ010-H
FHZ-11 FHZ011-H
FHZ-12 FHZ012-H
Gateway Destination Assumed delay (seconds)
FHZ-8 FHZ008-H
FHZ-9 FHZ009-H
FHZ-7 FHZ007-H
H
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
Total Route 10245.69 3.12 12 0 4.00 7.15 7.25
Pearson St 312.15 15 0.24 1 0.17 0.40 0.50
Jefferson Blvd 776.65 40 0.22 1 0.33 0.55 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 0.00 0.49 0.50
Total Route 13990.46 4.55 16 1 5.50 10.05 10.25
Driveway 1 434.76 15 0.33 1 0.17 0.50 0.50
Jefferson Blvd 514.42 40 0.15 1 0.33 0.48 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 0.00 0.49 0.50
Total Route 11945.39 4.03 14 1 4.83 8.87 9.00
Fairbanks Way 279.28 25 0.13 1 0.17 0.29 0.50
Virginina Ave 566.72 25 0.26 1 0.33 0.59 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 1516.77 35 0.49 0.00 0.49 0.50
Total Route 12267.1 4.09 14.00 1.00 4.83 8.92 9.00
FZ-4 FZ004-H
FZ-5 FZ005-H
FZ-6 FZ006-H
I
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Harter Ave 1118.96 25 0.51 1 0.33 0.84 1.00
Washington Blvd 962.1 35 0.31 1 0.33 0.65 0.75
Washington Blvd 1202.91 35 0.39 1 0.33 0.72 0.75
Sawtelle Blvd 781.88 35 0.25 1 0.33 0.59 0.75
Sawtelle Blvd 315.12 35 0.10 1 0.33 0.44 0.50
Sawtelle Blvd 1233.2 35 0.40 1 0.33 0.73 0.75
I-405 Freeway S 10589.5 65 1.85 0.00 1.85 2.00
Total Route 16203.67 3.82 6.00 0.00 2.00 5.82 6.00
Herbert St 274.36 25 0.12 1 0.17 0.29 0.50
Herbert St 293.24 25 0.13 1 0.17 0.30 0.50
Sawtelle Blvd 238.34 35 0.08 1 0.33 0.41 0.50
Sawtelle Blvd 781.88 35 0.25 1 0.33 0.59 0.75
Sawtelle Blvd 315.12 35 0.10 1 0.33 0.44 0.50
Sawtelle Blvd 1233.2 35 0.40 1 0.33 0.73 0.75
I-405 Freeway S 10589.5 65 1.85 0.00 1.85 2.00
Total Route 13725.64 2.94 4 2 1.67 4.61 4.75
Colonial Ave 473.38 25 0.22 1 0.17 0.38 0.50
W Washington Blvd 351.75 35 0.11 1 0.33 0.45 0.50
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
Jefferson Blvd 1516.77 35 0.49 1 0.33 0.83 1.00
Jefferson Blvd 1497.31 35 0.49 1 0.33 0.82 1.00
Jefferson Blvd 683.77 35 0.22 1 0.33 0.56 0.75
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 17950.87 5.11 13 1 4.5 9.62 9.75
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 16322.35 4.47 15 0 5.00 9.47 9.50
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 16329.41 5.96 14 0 4.67 10.63 10.75
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 13109.84 4.40 12 0 4.00 8.40 8.50
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50 Street Change Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 13758.53 3.76 6 4 2.67 6.42 6.50
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 12496.27 3.44 10 0 3.33 6.76 7.00
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 797.06 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 12344.96 3.42 5 4 2.33 5.75 5.75
FHZ-12 FHZ012-I
Gateway Destination Assumed delay (seconds)
DIZ-1
DIZ-2 DIZ002-I
DIZ001-I
DIZ-3 DIZ003-I
FHZ-7 FHZ007-I
FHZ-11 FHZ011-I
FHZ-8 FHZ008-I
FHZ-9 FHZ009-I
FHZ-10 FHZ010-I
I
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 11715.58 3.95 8 0 2.67 6.63 6.75
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 584.05 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 563.06 35 0.18 1 0.33 0.52 0.75
Jefferson Blvd 274.9 35 0.09 1 0.33 0.42 0.50
I-405 Freeway S 5231.32 65 0.91 0.00 0.91 1.00
Total Route 11779.16 2.83 9 0 3.00 5.85 6.00
Baldwin Ave 779.69 25 0.35 1 0.17 0.52 0.75
Baldwin Ave 842.82 25 0.38 1 0.17 0.55 0.75
Baldwin Ave 125.71 25 0.06 1 0.17 0.22 0.25
Baldwin Ave 865.43 25 0.39 1 0.17 0.56 0.75
La Salle Ave 106.22 25 0.05 1 0.17 0.21 0.25
Culver Blvd 917.86 40 0.26 1 0.33 0.59 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 1 0.33 0.46 0.50
Sawtelle Blvd 1233.2 35 0.40 1 0.33 0.73 0.75
I-405 Freeway S 10589.5 65 1.85 0.00 1.85 2.00
Total Route 21765.15 5.54 10.00 5.00 4.17 9.69 9.75
La Bourget Ave 1516.48 25 0.69 1 0.17 0.86 1.00
Farragut Dr 292.14 25 0.13 1 0.17 0.30 0.50
Farragut Dr 598.38 25 0.27 1 0.33 0.61 0.75
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 1 0.33 0.46 0.50
Sawtelle Blvd 1233.2 35 0.40 1 0.33 0.73 0.75
I-405 Freeway S 10589.5 65 1.85 0.00 1.85 2.00
Total Route 20893.6 5.31 10.00 2.00 3.67 8.97 9.00
Farragut Dr 168.59 25 0.08 1 0.17 0.24 0.25
Elenda St 778.82 25 0.35 1 0.17 0.52 0.75
Elenda St 1091.4 25 0.50 1 0.33 0.83 1.00
Culver Blvd 720.71 40 0.20 1 0.33 0.54 0.75
Culver Blvd 621.12 40 0.18 1 0.33 0.51 0.75
Culver Blvd 972.29 40 0.28 1 0.33 0.61 0.75
Culver Blvd 555.55 40 0.16 1 0.33 0.49 0.50
Culver Blvd 449.65 40 0.13 1 0.33 0.46 0.50
Sawtelle Blvd 1233.2 35 0.40 1 0.33 0.73 0.75
I-405 Freeway S 10589.5 65 1.85 0.00 1.85 2.00
Total Route 17180.83 4.12 7.00 2.00 2.67 6.78 7.00
FZ-1
FZ-2
FZ-3
FZ001-I
FZ002-I
FZ003-I
FHZ-13 FHZ013-I
FHZ-14 FHZ014-I
J
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Harter Ave 1118.96 25 0.51 1 0.33 0.84 1.00
Washington Blvd 962.1 35 0.31 1 0.33 0.65 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 17221.14 5.53 16.00 0.00 5.33 10.86 11.00
Herbert St 274.36 25 0.12 1 0.17 0.29 0.50
Herbert St 293.24 25 0.13 1 0.17 0.30 0.50
Sawtelle Blvd 238.34 35 0.08 1 0.33 0.41 0.50
Washington Blvd 1202.91 35 0.39 1 0.33 0.72 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 17148.93 5.43 16.00 2.00 5.67 11.09 11.25
Colonial Ave 473.38 25 0.22 1 0.17 0.38 0.50
W Washington Blvd 351.75 35 0.11 1 0.33 0.45 0.50
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
Jefferson Blvd 1504.84 35 0.49 1 0.33 0.82 1.00
S Centinela Ave 801.16 45 0.20 1 0.33 0.54 0.75
S Centinela Ave 415.82 45 0.11 1 0.33 0.44 0.50
S Centinela Ave 1465.99 45 0.37 1 0.33 0.70 0.75
W Centinela Ave 397.05 45 0.10 1 0.33 0.43 0.50
W Centinela Ave 328.48 45 0.08 1 0.33 0.42 0.50
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 16801.7 5.06 17.00 1.00 5.83 10.91 11.00
Walgrove Ave 373.23 15 0.28 1 0.17 0.45 0.50
W Washington Blvd 338.67 35 0.11 1 0.33 0.44 0.50
W Washington Blvd 1455.26 35 0.47 1 0.33 0.81 1.00
W Washington Blvd 778.01 35 0.25 1 0.33 0.59 0.75
W Washington Blvd 514.83 35 0.17 1 0.33 0.50 0.50
W Washington Blvd 1818.55 35 0.59 1 0.33 0.92 1.00
S Centinela Ave 2145.42 35 0.70 1 0.33 1.03 1.25
S Centinela Ave 1029.54 35 0.33 1 0.33 0.67 0.75
S Centinela Ave 735.8 35 0.24 1 0.33 0.57 0.75
S Centinela Ave 131.73 35 0.04 1 0.33 0.38 0.50
S Centinela Ave 481.53 35 0.16 1 0.33 0.49 0.50
S Centinela Ave 1177.45 35 0.38 1 0.33 0.72 0.75
S Centinela Ave 536.23 35 0.17 1 0.33 0.51 0.75
S Centinela Ave 1067.93 35 0.35 1 0.33 0.68 0.75
S Centinela Ave 890.94 35 0.29 1 0.33 0.62 0.75
Jefferson Blvd 1504.84 35 0.49 1 0.33 0.82 1.00
S Centinela Ave 801.16 45 0.20 1 0.33 0.54 0.75
S Centinela Ave 415.82 45 0.11 1 0.33 0.44 0.50
S Centinela Ave 1465.99 45 0.37 1 0.33 0.70 0.75
W Centinela Ave 397.05 45 0.10 1 0.33 0.43 0.50
W Centinela Ave 328.48 45 0.08 1 0.33 0.42 0.50
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 21255.12 6.61 21.00 1.00 7.17 13.79 14.00
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 15795.46 4.87 17.00 0.00 5.67 10.54 10.75
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
FHZ-7
FHZ-8 FHZ008-J
DIZ-3
DIZ-4
DIZ003-J
DIZ004-J
Assumed delay (seconds)
DIZ-1
DIZ-2
Gateway Destination
DIZ001-J
DIZ002-J
FHZ007-J
J
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Assumed delay (seconds)Gateway Destination
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 15802.52 6.37 16 0 5.33 11.70 11.75
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 12582.95 4.81 14 0 4.67 9.47 9.50
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75 Street Change
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 13231.64 4.17 8 4 3.33 7.49 7.50
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 11969.38 3.84 12 0 4.00 7.83 8.00
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 11818.07 3.83 7 4 3.00 6.82 7.00
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Bristol Pkwy 621.43 35 0.20 1 0.33 0.54 0.75
Bristol Pkwy 1977.49 35 0.64 1 0.33 0.98 1.00
Bristol Pkwy 1400.39 35 0.45 1 0.33 0.79 1.00
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 8501.75 3.67 4 0 1.33 5.02 5.25
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Bristol Pkwy 621.43 35 0.20 1 0.33 0.54 0.75
Bristol Pkwy 1977.49 35 0.64 1 0.33 0.98 1.00
Bristol Pkwy 1400.39 35 0.45 1 0.33 0.79 1.00
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 8565.33 2.56 5 0 1.67 4.24 4.25
Pearson St 312.15 15 0.24 1 0.17 0.40 0.50
Jefferson Blvd 776.65 40 0.22 1 0.33 0.55 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 14997.04 4.67 16 1 5.50 10.16 10.25
Driveway 1 434.76 15 0.33 1 0.17 0.50 0.50
Jefferson Blvd 514.42 40 0.15 1 0.33 0.48 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
FHZ-9 FHZ009-J
FHZ-11 FHZ011-J
FHZ-12 FHZ012-J
FHZ-13 FHZ013-J
FHZ-14 FHZ014-J
FZ-4 FZ004-J
FHZ-10 FHZ010-J
FZ-5 FZ005-J
J
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Assumed delay (seconds)Gateway Destination
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 12951.97 4.15 14 1 4.83 8.98 9.00
Fairbanks Way 279.28 25 0.13 1 0.17 0.29 0.50
Virginina Ave 566.72 25 0.26 1 0.33 0.59 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 735.74 35 0.24 1 0.33 0.57 0.75
Sepulveda Blvd 1235.39 35 0.40 1 0.33 0.73 0.75
Sepulveda Blvd 920.45 35 0.30 1 0.33 0.63 0.75
W Centinela Ave 809.87 45 0.20 1 0.33 0.54 0.75
W Centinela Ave 2056.79 45 0.52 0.00 0.52 0.75
Total Route 13273.68 4.21 14.00 1.00 4.83 9.03 9.25
FZ006-JFZ-6
K
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Harter Ave 1118.96 25 0.51 1 0.33 0.84 1.00
Washington Blvd 962.1 35 0.31 1 0.33 0.65 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 16883.6 5.41 17.00 0.00 5.67 11.09 11.25
Herbert St 274.36 25 0.12 1 0.17 0.29 0.50
Herbert St 293.24 25 0.13 1 0.17 0.30 0.50
Sawtelle Blvd 238.34 35 0.08 1 0.33 0.41 0.50
Washington Blvd 1202.91 35 0.39 1 0.33 0.72 0.75
Sepulveda Blvd 1321.1 35 0.43 1 0.33 0.76 1.00
Sepulveda Blvd 563.45 35 0.18 1 0.33 0.52 0.75
Sepulveda Blvd 572.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1619.61 35 0.53 1 0.33 0.86 1.00
Sepulveda Blvd 1691.71 35 0.55 1 0.33 0.88 1.00
Sepulveda Blvd 920.12 35 0.30 1 0.33 0.63 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 16811.39 5.31 17.00 2.00 6.00 11.32 11.50
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 15457.92 4.75 18.00 0.00 6.00 10.77 11.00
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 15464.98 6.24 17 0 5.67 11.93 12.00
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 12245.41 4.69 15 0 5.00 9.70 9.75
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 1545.38 35 0.50 1 0.17 0.67 0.75
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50 Street Change Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
FHZ-7
FHZ-8 FHZ008-K
FHZ-9 FHZ009-K
Assumed delay (seconds)
DIZ-1
DIZ-2
Gateway Destination
DIZ001-K
DIZ002-K
FHZ007-K
FHZ-10 FHZ010-K
K
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted Speed
Limit (mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Assumed delay (seconds)Gateway Destination
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 12894.1 4.04 9 4 3.67 7.72 7.75
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 11631.84 3.72 13 0 4.33 8.06 8.25
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 563.79 35 0.18 1 0.17 0.35 0.50
Overland Ave 874.78 35 0.28 1 0.17 0.45 0.50
Overland Ave 1137.63 35 0.37 0.00 0.37 0.50
Playa St 954.04 35 0.31 1 0.33 0.64 0.75
Playa St 443.86 35 0.14 1 0.33 0.48 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 11480.53 3.70 8 4 3.33 7.05 7.25
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 5249.75 2.65 2 0 0.67 3.32 3.50
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 1544.87 0.46 1 0 0.33 0.80 1.00
Pearson St 312.15 15 0.24 1 0.17 0.40 0.50
Jefferson Blvd 776.65 40 0.22 1 0.33 0.55 0.75
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 14659.5 4.55 17 1 5.833333333 10.39 10.50
Driveway 1 434.76 15 0.33 1 0.17 0.50 0.50
Jefferson Blvd 514.42 40 0.15 1 0.33 0.48 0.50
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 12614.43 4.03 15.00 1.00 5.17 9.21 9.25
Fairbanks Way 279.28 25 0.13 1 0.17 0.29 0.50
Virginina Ave 566.72 25 0.26 1 0.33 0.59 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 619.92 35 0.20 1 0.33 0.53 0.75
Sepulveda Blvd 323.55 35 0.11 1 0.33 0.44 0.50
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 919.87 40 0.26 0.00 0.26 0.50
Total Route 12936.14 4.09 15.00 1.00 5.17 9.26 9.50
FZ006-KFZ-6
FHZ-11 FHZ011-K
FHZ-12 FHZ012-K
FHZ-13 FHZ013-K
FHZ-14 FHZ014-K
FZ-4
FZ-5
FZ004-K
FZ005-K
L
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Aletta Ave 624.27 25 0.28 1 0.17 0.45 0.50
Aletta Ave 732.5 25 0.33 1 0.17 0.50 0.50
Elenda St 347.76 35 0.11 1 0.33 0.45 0.50
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 18814.54 5.87 17.00 2.00 6.00 11.89 12.00
Herbert St 274.36 25 0.12 1 0.17 0.29 0.50
Herbert St 293.24 25 0.13 1 0.17 0.30 0.50
Sawtelle Blvd 238.34 35 0.08 1 0.33 0.41 0.50
Washington Blvd 1193.09 35 0.39 1 0.33 0.72 0.75
Washington Blvd 961.16 35 0.31 1 0.33 0.65 0.75
Washington Blvd 176.45 35 0.06 1 0.33 0.39 0.50
Washington Blvd 173.19 35 0.06 1 0.33 0.39 0.50
Washington Blvd 1276.51 35 0.41 1 0.33 0.75 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Overland Ave 579.08 35 0.19 1 0.33 0.52 0.75
Overland Ave 815.58 35 0.26 1 0.33 0.60 0.75
Overland Ave 1109.61 35 0.36 1 0.33 0.69 0.75
Overland Ave 527.7 35 0.17 1 0.33 0.50 0.50
Overland Ave 1986.54 35 0.64 1 0.33 0.98 1.00
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 23026.49 7.21 26.00 2.00 9.00 16.22 16.25
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 2438.93 0.86 3 0 1.00 1.87 2.00
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 1335.25 0.94 1 0 0.33 1.28 1.50
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jerfferson Blvd 1360.12 35 0.44 1 0.33 0.77 1.00
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 4866.61 2.27 4.00 0.00 1.33 3.60 3.75
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Lenawee Ave 1017.58 25 0.46 1 0.17 0.63 0.75
Obama Blvd 326.58 35 0.11 1 0.33 0.44 0.50
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 3672.16 1.54 1.00 5.00 1.17 2.71 2.75
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 5916.7 1.83 4.00 1.00 1.50 3.34 3.50
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Gateway Destination Assumed delay (seconds)
DIZ-1 DIZ001-L
DIZ-2 DIZ002-L
FHZ001-LFHZ-1
FHZ-2 FHZ002-L
FHZ-3 FHZ003-L
FHZ-4
FHZ-5
FHZ-6
FHZ004-L
FHZ005-L
FHZ006-L
L
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 8966.11 3.22 5 1 1.83 5.05 5.25
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 7592.02 2.36 7.00 0.00 2.33 4.70 4.75
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 9948.18 4.52 8.00 0.00 2.67 7.20 7.25
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 11400.61 4.29 12.00 0.00 4.00 8.31 8.50
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 13446.09 4.10 13.00 2.00 4.67 8.78 9.00
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 12507.44 3.88 12.00 0.00 4.00 7.89 8.00
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 13986.69 4.39 13.00 2.00 4.67 9.08 9.25
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
FHZ-10
FHZ-11
FHZ-12
FHZ010-L
FHZ011-L
FHZ012-L
FHZ-7
FHZ-8
FHZ-9
FHZ007-L
FHZ008-L
FHZ009-L
L
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Jefferson Blvd 927.27 35 0.30 1 0.33 0.63 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 21249.95 7.51 22.00 0.00 7.33 14.87 15.00
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Jefferson Blvd 927.27 35 0.30 1 0.33 0.63 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 21313.53 6.39 23.00 0.00 7.67 14.09 14.25
Pearson St 312.15 15 0.24 1 0.17 0.40 0.50
Jefferson Blvd 400.69 40 0.11 1 0.33 0.45 0.50
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 7592.19 2.38 7 1 2.50 4.89 5.00
Virginina Ave 430.55 15 0.33 1 0.17 0.49 0.50
Jordan Way 666.25 15 0.50 1 0.33 0.84 1.00
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
Total Route 11056.15 3.74 10 1 3.50 7.25 7.25
Fairbanks Way 279.28 25 0.13 1 0.17 0.29 0.50
Virginina Ave 566.72 25 0.26 1 0.33 0.59 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Obama Blvd 705.87 35 0.23 0.00 0.23 0.25
FHZ-13
FHZ-14 FHZ014-L
FHZ013-L
FZ-4 FZ004-L
FZ-5 FZ005-L
FZ-6 FZ006-L
L
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Total Route 12091.34 3.69 12.00 1.00 4.17 7.87 8.00
M
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Aletta Ave 624.27 25 0.28 1 0.17 0.45 0.50
Aletta Ave 732.5 25 0.33 1 0.17 0.50 0.50
Elenda St 347.76 35 0.11 1 0.33 0.45 0.50
Culver Blvd 1707.27 40 0.49 1 0.33 0.82 1.00
Culver Blvd 1183.51 40 0.34 1 0.33 0.67 0.75
Culver Blvd 94.62 40 0.03 1 0.33 0.36 0.50
Culver Blvd 1268.33 40 0.36 1 0.33 0.69 0.75
Culver Blvd 644.99 40 0.18 1 0.33 0.52 0.75
Culver Blvd 438.99 25 0.20 1 0.33 0.53 0.75
Culver Blvd 231.24 25 0.11 1 0.33 0.44 0.50
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 412.59 35 0.13 0.00 0.13 0.25
Total Route 14543.1 5.23 20.00 2.00 7.00 12.23 12.25
Herbert St 274.36 25 0.12 1 0.17 0.29 0.50
Herbert St 293.24 25 0.13 1 0.17 0.30 0.50
Sawtelle Blvd 238.34 35 0.08 1 0.33 0.41 0.50
Washington Blvd 1193.09 35 0.39 1 0.33 0.72 0.75
Washington Blvd 961.16 35 0.31 1 0.33 0.65 0.75
Washington Blvd 176.45 35 0.06 1 0.33 0.39 0.50
Washington Blvd 173.19 35 0.06 1 0.33 0.39 0.50
Washington Blvd 1276.51 35 0.41 1 0.33 0.75 0.75
Washington Blvd 151.59 35 0.05 1 0.33 0.38 0.50
Washington Blvd 1110.35 35 0.36 1 0.33 0.69 0.75
Washington Blvd 380.81 35 0.12 1 0.33 0.46 0.50
Washington Blvd 1110.55 35 0.36 1 0.33 0.69 0.75
Washington Blvd 773.55 35 0.25 1 0.33 0.58 0.75
Washington Blvd 570.62 35 0.19 1 0.33 0.52 0.75
Washington Blvd 544.62 35 0.18 1 0.33 0.51 0.75
Washington Blvd 730.93 35 0.24 1 0.33 0.57 0.75
Culver Blvd 143.51 25 0.07 1 0.33 0.40 0.50
Culver Blvd 235.85 25 0.11 1 0.33 0.44 0.50
Culver Blvd 327.08 25 0.15 1 0.33 0.48 0.50
Culver Blvd 389.93 25 0.18 1 0.33 0.51 0.75
Culver Blvd 754.99 25 0.34 1 0.33 0.68 0.75
Venice Blvd 774.69 25 0.35 1 0.33 0.69 0.75
Venice Blvd 772.96 25 0.35 1 0.33 0.68 0.75
National Blvd 330.06 35 0.11 1 0.33 0.44 0.50
National Blvd 335.35 35 0.11 1 0.33 0.44 0.50
National Blvd 788.03 35 0.26 1 0.33 0.59 0.75
National Blvd 1056.21 35 0.34 1 0.33 0.68 0.75
National Blvd 948.37 35 0.31 1 0.33 0.64 0.75
National Blvd 412.59 35 0.13 0.00 0.13 0.25
Total Route 17228.98 6.11 26.00 2.00 9.00 15.10 15.25
Holdrege Ave 531.76 25 0.24 1 0.33 0.58 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 2699.85 0.95 2 0 0.67 1.62 1.75
Kalsman Dr 629.38 10 0.72 1 0.33 1.05 1.25
Obama Blvd 760.17 35 0.25 1 0.33 0.58 0.75
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
Total Route 3116.51 1.52 3.00 0.00 1.00 2.52 2.75
Hetzler Rd 1599.32 15 1.21 1 0.33 1.54 1.75
Jerfferson Blvd 1360.12 35 0.44 1 0.33 0.77 1.00
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 5127.53 2.36 3 0 1.00 3.35 3.50
Wrightcrest Dr 420.28 25 0.19 1 0.17 0.36 0.50
Lenawee Ave 307.78 25 0.14 1 0.17 0.31 0.50
Lenawee Ave 524.97 25 0.24 1 0.17 0.41 0.50
Lenawee Ave 369.1 25 0.17 1 0.17 0.33 0.50
Bowcroft St 696.36 25 0.32 0.00 0.32 0.50
Holdrege Ave 716.3 25 0.33 1 0.33 0.66 0.75
Jerfferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 5202.88 2.08 2.00 4.00 1.33 3.43 3.50
Duquesne Ave 415.38 25 0.19 1 0.17 0.36 0.50
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 1 0.33 0.89 1.00
Total Route 6177.62 1.91 4.00 1.00 1.50 3.42 3.50
FHZ-4
FHZ-5
FHZ004-M
FHZ005-M
FHZ-1 FHZ001-M
FHZ-2
FHZ-3 FHZ003-M
FHZ002-M
Gateway Destination Assumed delay (seconds)
DIZ-1 DIZ001-M
DIZ-2 DIZ002-M
M
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Duquesne Ave 2305.04 25 1.05 1 0.17 1.21 1.25
Duquesne Ave 1159.75 25 0.53 1 0.33 0.86 1.00
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 9227.03 3.30 4 1 1.5 4.8 5.00
College Blvd 712.67 25 0.32 1 0.33 0.66 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 7852.94 2.44 6.00 0.00 2.00 4.45 4.50
Raintree Cir 1894.28 10 2.15 1 0.33 2.49 2.50
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 10209.1 4.60 7.00 0.00 2.33 6.95 7.00
Maytime Ln 477.16 5 1.08 1 0.33 1.42 1.50
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 11661.53 4.37 11.00 0.00 3.67 8.06 8.25
F St 588.79 25 0.27 1 0.17 0.43 0.50
Freshman Dr 874.89 35 0.28 1 0.17 0.45 0.50
Freshman Dr 472.82 35 0.15 1 0.33 0.49 0.50
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 13707.01 4.18 12.00 2.00 4.33 8.53 8.75
Kinston Ave 1257.34 25 0.57 1 0.33 0.90 1.00
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 12768.36 3.96 11.00 0.00 3.67 7.64 7.75
Drakewood Ave 546.95 25 0.25 1 0.17 0.42 0.50
Flaxton St 957.57 25 0.44 1 0.17 0.60 0.75
Overland Ave 972.58 35 0.32 1 0.33 0.65 0.75
Overland Ave 586.14 35 0.19 1 0.33 0.52 0.75
Overland Ave 533.55 35 0.17 1 0.33 0.51 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 14247.61 4.48 12.00 2.00 4.33 8.83 9.00
FHZ-10
FHZ-11
FHZ-12
FHZ010-M
FHZ011-M
FHZ012-M
FHZ-7
FHZ-8
FHZ-9
FHZ007-M
FHZ008-M
FHZ009-M
FHZ-6 FHZ006-M
M
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Cemetary Driveway 2445.65 15 1.85 1 0.33 2.19 2.25
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Jefferson Blvd 927.27 35 0.30 1 0.33 0.63 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 21510.87 7.59 21.00 0.00 7.00 14.62 14.75
Buckingham Pkwy 625 35 0.20 1 0.33 0.54 0.75
Slauson Ave 1884.23 40 0.54 1 0.33 0.87 1.00
Slauson Ave 818.51 40 0.23 1 0.33 0.57 0.75
Slauson Ave 748.4 40 0.21 1 0.33 0.55 0.75
Slauson Ave 607.43 40 0.17 1 0.33 0.51 0.75
Slauson Ave 442.26 40 0.13 1 0.33 0.46 0.50
Sepulveda Blvd 581.21 35 0.19 1 0.33 0.52 0.75
Sepulveda Blvd 1004.47 35 0.33 1 0.33 0.66 0.75
Sepulveda Blvd 784.41 35 0.25 1 0.33 0.59 0.75
Jefferson Blvd 927.27 35 0.30 1 0.33 0.63 0.75
Jefferson Blvd 853 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 787.24 35 0.26 1 0.33 0.59 0.75
Jefferson Blvd 860.2 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 21574.45 6.48 22.00 0.00 7.33 13.84 14.00
Pearson St 312.15 15 0.24 1 0.17 0.40 0.50
Jefferson Blvd 396.24 40 1 0.33 0.33 0.50
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 7848.66 2.35 6 1 2.17 4.52 4.75
Virginina Ave 431.06 15 0.33 0.00 0.33 0.50
Jordan Way 665.74 15 0.50 1 0.33 0.84 1.00
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 11317.07 3.82 9 0 3.00 6.84 7.00
Fairbanks Way 279.28 25 0.13 1 0.17 0.29 0.50
Virginina Ave 566.72 25 0.26 1 0.33 0.59 0.75
Overland Ave 855.44 35 0.28 1 0.33 0.61 0.75
Jefferson Blvd 430.55 40 0.12 1 0.33 0.46 0.50
Jefferson Blvd 585.56 40 0.17 1 0.33 0.50 0.50
Jefferson Blvd 1319.89 40 0.37 1 0.33 0.71 0.75
Jefferson Blvd 1174.55 40 0.33 1 0.33 0.67 0.75
Jefferson Blvd 474.66 40 0.13 1 0.33 0.47 0.50
Jefferson Blvd 903.37 40 0.26 1 0.33 0.59 0.75
Jefferson Blvd 2234.03 40 0.63 1 0.33 0.97 1.00
Jefferson Blvd 1360.12 40 0.39 1 0.33 0.72 0.75
Jefferson Blvd 441.13 35 0.14 1 0.33 0.48 0.50
Jefferson Blvd 1726.96 35 0.56 0.00 0.56 0.75
Total Route 12352.26 3.78 11 1 3.83 7.62 7.75
FHZ-14 FHZ0014-M
FHZ-13 FHZ013-M
FZ-4 FZ004-M
FZ-5 FZ005-M
FZ-6 FZ006-M
M
20 10
Evacuation Zones Evacuation Route # Roadway Link Distance (feet)
Posted
Speed Limit
(mph)
Link Travel
Time (min)
No. Traffic
Signals No. Stop Int. Intersection
Delay (min)
Total Travel
Time (min)
Rounded
Travel Time
Gateway Destination Assumed delay (seconds)
Evacuation Routes Summary (DIZ)
A
Washington Blvd
(East)
B
National Blvd
(North-West)
C
I-405 (North-
West)
D
Venice Blvd
(South-West)
E
S Centinela
Ave (North-
West)
F
W Washington
Blvd (South-
West)
G
Culver Blvd
(South-West)
H
Jefferson Blvd
(South-West)
I
I-405 (South-
East)
J
W Centinela Ave
(South-East)
K
Slauson Ave
(East)
L
Obama Blvd
(East)
M
W Jefferson Blvd
(North) Via Gateway Travel Time
(minutes)
DIZ-1 - 9.50 - - - - - - 6.00 11.00 11.25 12.00 12.25 I 6.00 DIZ-2 - 12.25 - - - - - - 4.75 11.25 11.50 16.25 15.25 I 4.75 DIZ-3 - - - - - 4.75 - - 9.75 11.00 - - - F 4.75
DIZ-4 - - - - - 1.75 - - - 14.00 - - - F 1.75
Evacuation Routes Summary (FHZ)
A
Washington Blvd
(East)
B
National Blvd
(North-West)
C
I-405 (North-
West)
D
Venice Blvd
(South-West)
E
S Centinela
Ave (North-
West)
F
W Washington
Blvd (South-
West)
G
Culver Blvd
(South-West)
H
Jefferson Blvd
(South-West)
I
I-405 (South-
East)
J
W Centinela Ave
(South-East)
K
Slauson Ave
(East)
L
Obama Blvd
(East)
M
W Jefferson Blvd
(North) Via Gateway Travel Time
(minutes)
FHZ-1 5.25 5.50 12.75 13.50 17.00 21.25 11.75 - - - - 2.00 1.75 M 1.75 FHZ-2 4.50 6.00 14.25 15.00 18.50 22.75 13.25 - - - - 1.50 2.75 L 1.50 FHZ-3 7.00 7.25 13.00 13.75 17.25 21.50 12.00 - - - - 3.75 3.50 M 3.50 FHZ-4 6.00 6.75 15.25 15.75 19.50 23.75 14.00 - - - - 2.75 3.50 L 2.75 FHZ-5 6.75 6.75 11.00 11.50 15.25 19.50 9.75 - - - - 3.50 3.50 L 3.50 FHZ-6 8.25 8.50 12.75 13.25 16.75 21.00 11.50 - - - - 5.25 5.00 M 5.00 FHZ-7 8.00 8.25 10.25 10.75 14.50 18.75 9.00 10.50 9.50 10.75 11.00 4.75 4.50 M 4.50 FHZ-8 10.50 10.75 11.25 12.00 15.50 19.75 10.25 11.75 10.75 11.75 12.00 7.25 7.00 M 7.00 FHZ-9 11.50 12.00 8.25 9.75 13.25 17.50 8.00 9.75 8.50 9.50 9.75 8.50 8.25 G 8.00 FHZ-10 12.00 12.50 7.25 10.00 14.25 17.50 8.50 7.75 6.50 7.50 7.75 9.00 8.75 I 6.50 FHZ-11 11.25 13.25 6.75 9.50 14.50 18.00 6.75 7.75 7.00 8.00 8.25 8.00 7.75 C 6.75 FHZ-12 12.50 12.75 6.50 10.50 13.50 17.00 8.75 7.25 5.75 7.00 7.25 9.25 9.00 I 5.75 FHZ-13 18.25 19.75 7.50 13.50 14.50 17.75 10.75 8.00 6.75 5.25 3.50 15.00 14.75 K 3.50 FHZ-14 17.50 19.00 6.50 12.75 13.75 17.00 9.75 7.25 6.00 4.25 1.00 14.25 14.00 K 1.00 Evacuation Routes Summary (FZ)
A
Washington Blvd
(East)
B
National Blvd
(North-West)
C
I-405 (North-
West)
D
Venice Blvd
(South-West)
E
S Centinela
Ave (North-
West)
F
W Washington
Blvd (South-
West)
G
Culver Blvd
(South-West)
H
Jefferson Blvd
(South-West)
I
I-405 (South-
East)
J
W Centinela Ave
(South-East)
K
Slauson Ave
(East)
L
Obama Blvd
(East)
M
W Jefferson Blvd
(North) Via Gateway Travel Time
(minutes)
FZ-1 12.25 8.00 7.50 8.50 - - 7.00 - 9.75 - - - - G 7.00 FZ-2 13.25 9.00 6.75 8.00 - - 6.25 - 9.00 - - - - G 6.25 FZ-3 13.75 9.75 4.75 7.25 - - 4.00 - 7.00 - - - - G 4.00 FZ-4 - - 9.75 - - - - 10.25 - 10.25 10.50 5.00 4.75 M 4.75 FZ-5 - - 8.75 - - - - 9.00 - 9.00 9.25 7.25 7.00 M 7.00 FZ-6 - - 8.75 - - - - 9.00 - 9.25 9.50 8.00 7.75 M 7.75 Closest Gateway
Evacuation Zones
Travel Time Summary (min)
Via Gateway:
0 - 4.00 Minutes
4.01 - 8.00 Minutes
8.01 - 12.00 Minutes
12.01 + Minutes
Closest Gateway
Closest Gateway
Evacuation Zones
Travel Time Summary (min)
Via Gateway:
Evacuation Zones
Travel Time Summary (min)
Via Gateway:
October 2023
Ev acuat ion Rout e Capa ci ty and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOO L DI ST RI CT Attachment B:
Wildfire Hazard Severity Zone
October 2023
Ev acuat ion Rout e Capa ci ty and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOO L DI ST RI CT Attachment C:
Dam Inundation Maps
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West LA
Westwood
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§¨¦
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10 §¨¦
10 §¨¦
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00:45
01:00
01:00
01:00
01:00
01:00
01:00
01:00
01:00
01:15
01:15
01:15 01:15
01:15
01:30
01:00
Kjt464
Wpyi361
Wpsw375
Wpps279
Wpps268
Wpog285
Wpog267
Wpcd201
Wpza303
Wpke803
Wpjs816
Blp0054
Knka351
Wildwood School
New Roads School
New West Charter
Fire Dept - Station 59
Grant Elementa
Citizens of the World 3
Edison Elementary School
Arete Preparatory Academy
City Charter Middle School
Magnolia Science Academy 4
Mar Vista Elementary School
West District Health Ce
Daniel Webster Middle School
Argosy University-Los Angeles
Santa Monica Municipal Airport
California Healing Arts College
Richland Avenue Elementary School
Santa Monica Fire Dept - Station 5
National Adult Day Health Care Center
Pacific Point Academy g Center
The Art Institute Of California-Los Angeles
Brawerman Elementary School
Santa Monica
Mar Vista
00:45
02:00
01:30
01:30
01:30
01:30
01:30
01:30
01:30
118°25'45"W
118°25'45"W
118°26'0"W
118°26'0"W
118°26'15"W
118°26'15"W
118°26'30"W
118°26'30"W
118°26'45"W
118°26'45"W
118°27'0"W
118°27'0"W
118°27'15"W
118°27'15"W
118°27'30"W
118°27'30"W
118°27'45"W
118°27'45"W
118°28'0"W
118°28'0"W
118°28'15"W
34°2'30"N34°2'15"N34°2'0"N34°1'45"N34°1'30"N34°1'15"N34°1'0"N
STONE CANYON DAM
SUNNY DAY DAM FAILURE SCENARIO
INUNDATION FLOOD ARRIVAL TIMES
LOS ANGELES COUNTY, CALIFORNIA
STATE DAM # 06-025
NATIONAL DAM ID # CA00083
Legend
Critical Facilities
®q Airport
! Communications
ƨ Fire Station
®v Hospital
®v Medical Center
!(P Police/Sheriff Station
n School
N Skilled Nursing Center
U Utility Station
Arrival Time (hrs:mins)
City/Community Boundary
Max. Flood Depth (ft)
1 - 2
2 - 5
5 - 10
10 - 20
20 - 40
40 - 60
60 - 80
80 - 129
³
15375 Barranca Pkwy, Bldg L
Irvine, California 92618
Phone (949) 753-8766
Engineer: ____________________
License No.: __________
Douglas A. Harriman
C055620
1 2
3 4 5
¬«2§¨¦405
")90
Dated: 6/29/2018
1 in = 4 miles §¨¦405
§¨¦10
6 7
98 §¨¦10
Revisions
By: Date:
Notes:
1. The information shown on this map is approximate and should be used as a guideline for emergency response
and preparation purposes.
2. This inundation map has been prepared in accordance
withsound engineering practices and the analysis has
been performed correctly to the best of the engineer's
knowledge.
3. All elevations are reported in the NAVD88.
4. The basemap is provided for reference only and does
not necessarily represent actual conditions at the time of the study. Basemap: ESRI, World Imagery,
updated 5/16/2018,
http://goto.arcgisonline.com/maps/World_Imagery
0 1,000 2,000500
Feet
1 inch = 1,000 feet ±
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West LA
Westwood
Palms
Mar Vista
Sawtelle Channel
§¨¦
405
§¨¦
405
§¨¦
10 §¨¦
10 §¨¦
10 §¨¦
10 01:15 01:15
00:45
01:00
01:00
01:00
01:15 01:15
01:30
01:00
01:15
01:30
01:15
01:30
01:30
01:15
01:30
01:30
01:30
01:15
01:00
01:00
01:00
Wqex626
Wpyi361
Wpxx333
Wpsw838
Wpsv911
Wpps268
Wppr935
Wpog267
Wpof950
Wpcd201
Wpik377
Kcaq-Fm5
Windward School
Vista K-12 School
Palms Middle School
Fire Dept - Station 43
Palms Elementary School
Citizens of the World 3
Westside Christian Academy
Magnolia Science Academy 4
New World Montessori School
Mar Vista Elementary School
Daniel Webster Middle School
La Ballona Elementary School
Clover Avenue Elementary School
Charnock Road Elementary School
Richland Avenue Elementary School
Overland Avenue Elementary School
Redeemer Baptist Elementary School
Notre Dame Academy Elementary School
National Adult Day Health Care Center
geles
Le Lycee Francais de Los Angeles, Grades 2-8
Le Lycee Francais de Los Angeles, Grades 9-12
Palms
Mar Vista
01:15
00:45
01:15
01:30
01:15
01:30
01:30
118°24'15"W
118°24'15"W
118°24'30"W
118°24'30"W
118°24'45"W
118°24'45"W
118°25'0"W
118°25'0"W
118°25'15"W
118°25'15"W
118°25'30"W
118°25'30"W
118°25'45"W
118°25'45"W
118°26'0"W
118°26'0"W
118°26'15"W
118°26'15"W
118°26'30"W
118°26'30"W
34°2'30"N34°2'15"N34°2'0"N34°1'45"N34°1'30"N34°1'15"N34°1'0"N
STONE CANYON DAM
SUNNY DAY DAM FAILURE SCENARIO
INUNDATION FLOOD ARRIVAL TIMES
LOS ANGELES COUNTY, CALIFORNIA
STATE DAM # 06-025
NATIONAL DAM ID # CA00083
Legend
Critical Facilities
®q Airport
! Communications
ƨ Fire Station
®v Hospital
®v Medical Center
!(P Police/Sheriff Station
n School
N Skilled Nursing Center
U Utility Station
Arrival Time (hrs:mins)
City/Community Boundary
Max. Flood Depth (ft)
1 - 2
2 - 5
5 - 10
10 - 20
20 - 40
40 - 60
60 - 80
80 - 129
³
15375 Barranca Pkwy, Bldg L
Irvine, California 92618
Phone (949) 753-8766
Engineer: ____________________
License No.: __________
Douglas A. Harriman
C055620
1 2
3 4 5
¬«2§¨¦405
")90
Dated: 6/29/2018
1 in = 4 miles §¨¦405
§¨¦10
6 7
98 §¨¦10
Revisions
By: Date:
Notes:
1. The information shown on this map is approximate and should be used as a guideline for emergency response
and preparation purposes.
2. This inundation map has been prepared in accordance with sound engineering practices and the analysis has been
performed correctly to the best of the engineer's knowledge.
3. All elevations are reported in the NAVD88.
4. The basemap is provided for reference only and does not necessarily represent actual conditions at the time of the study.
Basemap: ESRI, World Imagery, updated 5/16/2018,
http://goto.arcgisonline.com/maps/World_Imagery
0 1,000 2,000500
Feet
1 inch = 1,000 feet ±
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Santa Monica
Grand View Boulevard Elementary School
James J. McBride Special Education Center
Short Avenue Elementary School
Mar Vista
Culver City
Mar Vista
01:30
02:00
02:30
02:30
03:00
Wpyc202
Wppr952
Wppr249
Wppr248
Wppk730
Wppk729
Wpof968
St. Mark School
Phoenix Continuation
Venice Health Center
Venice Lutheran School
Fire Dept - Station 63
John Adams Middle School
Mark Twain Middle School
Venice Senior High School
Acton Academy Venice Beach
Broadway Elementary School
Venice Community Adult School
Westside Family Health Center
Animo Venice Charter High School
Walgrove Avenue Elementary School
Beethoven Street Elementary School
Santa Monica Fire Dept - Station 5
Dept Of Water & Power Sub-Station #44
Coeur D'Alene Avenue Elementary School
Yo San University Of Traditional Chinese Medicine
Venice
02:30
04:00
03:00
05:00
02:00
118°28'15"W
118°28'15"W
118°25'45"W
118°25'45"W
118°26'0"W
118°26'0"W
118°26'15"W
118°26'15"W
118°26'30"W
118°26'30"W
118°26'45"W
118°26'45"W
118°27'0"W
118°27'0"W
118°27'15"W
118°27'15"W
118°27'30"W
118°27'30"W
118°27'45"W
118°27'45"W
118°28'0"W
118°28'0"W
34°0'45"N34°0'30"N34°0'15"N34°0'0"N33°59'45"N33°59'30"N33°59'15"N
STONE CANYON DAM
SUNNY DAY DAM FAILURE SCENARIO
INUNDATION FLOOD ARRIVAL TIMES
LOS ANGELES COUNTY, CALIFORNIA
STATE DAM # 06-025
NATIONAL DAM ID # CA00083
Legend
Critical Facilities
®q Airport
! Communications
ƨ Fire Station
®v Hospital
®v Medical Center
!(P Police/Sheriff Station
n School
N Skilled Nursing Center
U Utility Station
Arrival Time (hrs:mins)
City/Community Boundary
Max. Flood Depth (ft)
1 - 2
2 - 5
5 - 10
10 - 20
20 - 40
40 - 60
60 - 80
80 - 129
³
15375 Barranca Pkwy, Bldg L
Irvine, California 92618
Phone (949) 753-8766
Engineer: ____________________
License No.: __________
Douglas A. Harriman
C055620
1 2
3 4 5
¬«2§¨¦405
")90
Dated: 6/29/2018
1 in = 4 miles §¨¦405
§¨¦10
6 7
98 §¨¦10
Revisions
By: Date:
Notes:
1. The information shown on this map is approximate and should be used as a guideline for emergency response
and preparation purposes.
2. This inundation map has been prepared in accordance with sound engineering practices and the analysis has been
performed correctly to the best of the engineer's knowledge.
3. All elevations are reported in the NAVD88.
4. The basemap is provided for reference only and does not necessarily represent actual conditions at the time of the study.
Basemap: ESRI, World Imagery, updated 5/16/2018,
http://goto.arcgisonline.com/maps/World_Imagery
0 1,000 2,000500
Feet
1 inch = 1,000 feet ±
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!
! !
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ƨ
!(P
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
Barnes City
Culver City
Culver City
Mar Vista
S a w t e l l e C h a n n e l
C e n t i n e l a C r e e k L o w e r B a l l o n a C r e e k
S a w t e l l e C h a n n e l
§¨¦
4 0 5
§¨¦
4 0 5
§¨¦
4 0 5
§¨¦
4 0 5
") 9 0
") 9 0
01:30
02:00
01:30
01:30
02:00
02:00
02:00
02:00
02:00
03:00
02:30
02:30
02:30
03:00
03:30
03:00
03:00
03:00
03:00
03:00
W p x z 6 0 3
W p x w 9 2 7
W p p s 3 0 6 W p o g 3 1 8
O c e a n C h a r t e r
T h o m b y A c a d e m y
L A P o l i c e D e p t
K a y n e E R A S C e n t e r
F i r e D e p t S t a t i o n 2
S u m m i t V i e w W e s t s i d e F i r e D e p t - S t a t i o n 6 2 F a r r a g u t E l e m e n t a r y S c h o o l E l R i n c o n E l e m e n t a r y S c h o o l E l M a r i n o E l e m e n t a r y S c h o o l C u l v e r C i t y C h r i s t i a n S c h o o l M a r i n a D e l R e y M i d d l e S c h o o l L a B a l l o n a E l e m e n t a r y S c h o o l S h o r t A v e n u e E l e m e n t a r y S c h o o l S t o n e r A v e n u e E l e m e n t a r y S c h o o l B r a d d o c k D r i v e E l e m e n t a r y S c h o o l C u l v e r C i t y M i d d l e & H i g h S c h o o l G r a n d V i e w B o u l e v a r d E l e m e n t a r y S c h o o l J a m e s J . M c B r i d e S p e c i a l E d u c a t i o n C e n t e r I C E F V i s t a E l e m e n t a r y & M i d d l e S c h o o l A c a d e m y C u l v e r C i t y U n i f i e d S c h o o l D i s t r i c t - A d u l t S c h o o l Culver City
Mar Vista
Barnes City
03:30
02:30
02:30
02:30
04:30
02:30
03:30
02:30
03:30
118°23'30"W
118°23'30"W
118°23'45"W
118°23'45"W
118°24'0"W
118°24'0"W
118°24'15"W
118°24'15"W
118°24'30"W
118°24'30"W
118°24'45"W
118°24'45"W
118°25'0"W
118°25'0"W
118°25'15"W
118°25'15"W
118°25'30"W
118°25'30"W
118°25'45"W
118°25'45"W
34°0'45"N34°0'30"N34°0'15"N34°0'0"N33°59'45"N33°59'30"N33°59'15"N S T O N E C A N Y O N D A M
S U N N Y D A Y D A M F A I L U R E S C E N A R I O I N U N D A T I O N F L O O D A R R I V A L T I M E S L O S A N G E L E S C O U N T Y , C A L I F O R N I A S T A T E D A M # 0 6 - 0 2 5
N A T I O N A L D A M I D # C A 0 0 0 8 3 L e g e n d
C r i t i c a l F a c i l i t i e s
®q Airport
! Communications
ƨ Fire Station
®v Hospital
®v Medical Center
!(P Police/Sheriff Station
n School
N Skilled Nursing Center
U Utility Station
Arrival Time (hrs:mins)
City/Community Boundary
M a x . F l o o d D e p t h ( f t ) 1 - 2
2 - 5
5 - 10
10 - 20
20 - 40
40 - 60
60 - 80
80 - 129
³
15375 Barranca Pkwy, Bldg L
Irvine, California 92618
Phone (949) 753-8766
Engineer: ____________________
License No.: __________
Douglas A. Harriman
C055620
1
2
3
4 5
¬« 2§¨¦ 4 0 5
") 9 0
Dated: 6/29/2018
1 in = 4 miles §¨¦ 4 0 5
§¨¦ 1 0
6 7
9 8
§¨¦ 1 0
R e v i s i o n s
B y : D a t e :
0 1,000 2,000500
Feet
1 inch = 1,000 feet ±
Notes:
1. The information shown on this map is approximate and should be used as a guideline for emergency response
and preparation purposes.
2. This inundation map has been prepared in accordance
with sound engineering practices and the analysis has
been performed correctly to the best of the engineer's
knowledge.
3. All elevations are reported in the NAVD88.
4. The basemap is provided for reference only and does
not necessarily represent actual conditions at the time of the study. Basemap: ESRI, World Imagery,
updated 5/16/2018,
http://goto.arcgisonline.com/maps/World_Imagery
! !
! !
ƨ
®v
!(P
n
n
Mar Vista
Westchester
Playa Del Rey
Venice
Venice
Grand Canal
Ballona Creek
")90
05:00
07:00
03:30
03:00
03:00
03:00
02:30
02:30
02:30
03:30
Wpyi398 Wpiw717
Wpps300Wpog312
Marina Del Rey Hospital
Fire Dept - Station 110
Del Rey Parochial Academy
Marina Del Rey Sheriff Station
Westside Global Awareness Magnet
Marina Del Rey
Playa Del Rey
03:00
06:00
04:30
04:00
04:00
03:30
03:00
118°25'45"W
118°26'0"W
118°26'0"W
118°26'15"W
118°26'15"W
118°26'30"W
118°26'30"W
118°26'45"W
118°26'45"W
118°27'0"W
118°27'0"W
118°27'15"W
118°27'15"W
118°27'30"W
118°27'30"W
118°27'45"W
118°27'45"W
118°28'0"W
118°28'0"W
118°28'15"W
118°28'15"W
33°59'0"N33°58'45"N33°58'30"N33°58'15"N33°58'0"N33°57'45"N33°57'30"N
STONE CANYON DAM
SUNNY DAY DAM FAILURE SCENARIO
INUNDATION FLOOD ARRIVAL TIMES
LOS ANGELES COUNTY, CALIFORNIA
STATE DAM # 06-025
NATIONAL DAM ID # CA00083
Legend
Critical Facilities
®q Airport
! Communications
ƨ Fire Station
®v Hospital
®v Medical Center
!(P Police/Sheriff Station
n School
N Skilled Nursing Center
U Utility Station
Arrival Time (hrs:mins)
City/Community Boundary
Max. Flood Depth (ft)
1 - 2
2 - 5
5 - 10
10 - 20
20 - 40
40 - 60
60 - 80
80 - 129
³
15375 Barranca Pkwy, Bldg L
Irvine, California 92618
Phone (949) 753-8766
Engineer: ____________________
License No.: __________
Douglas A. Harriman
C055620
1 2
3 4 5
¬«2§¨¦405
")90
Dated: 6/29/2018
1 in = 4 miles §¨¦405
§¨¦10
6 7
98 §¨¦10
Revisions
By: Date:
Notes:
1. The information shown on this map is approximate and should be used as a guideline for emergency response
and preparation purposes.
2. This inundation map has been prepared in accordance with sound engineering practices and the analysis has been
performed correctly to the best of the engineer's knowledge.
3. All elevations are reported in the NAVD88.
4. The basemap is provided for reference only and does not necessarily represent actual conditions at the time of the study.
Basemap: ESRI, World Imagery, updated 5/16/2018,
http://goto.arcgisonline.com/maps/World_Imagery
0 1,000 2,000500
Feet
1 inch = 1,000 feet ±
October 2023
Ev acuat ion Rout e Capa ci ty and Viab ilit y Stud y
CIT Y OF CUL VER CIT Y AND CUL VER CIT Y UNIF IED SCHOO L DI ST RI CT Attachment D:
Flood Inundation Maps