HomeMy WebLinkAboutRES-93-5645 (TRAFFIC SURVEY/ENGINEERING)1
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RESOLUTION NO. 93-5645
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF HERMOSA BEACH,
CALIFORNIA, CERTIFYING THE ENGINEERING AND TRAFFIC SURVEY
WHEREAS, Enforcement of speed limits by radar must be
justified by an engineering and traffic survey;
WHEREAS, Section 40802 of the California Vehicle Code
requires an engineering and traffic speed survey to be performed
every five years;
WHEREAS, The last survey was presented to City Council on
November 22, 1988;
WHEREAS, A survey was prepared by a licensed traffic engineer
and completed in October 1993, in accordance with the State of
California Vehicle Code and Traffic Manual as is attached as
Exhibit "A".
NOW, THEREFORE THE CITY COUNCIL OF THE CITY OF HERMOSA BEACH,
CALIFORNIA DOES HEREBY RESOLVE AS FOLLOWS:
SECTION 1. To certify the attached engineering and traffic
survey (Exhibit A).
SECTION 2. Direct that a copy of the resolution and attached
engineering and traffic survey be forwarded to the presiding
judge of the South Bay Municipal Court.
SECTION 3. That this resolution take effect immediately.
PASSED, APPROVED and
e City
Hermosa
ty/ertraf
s 23 ay f November 1993.
and RAYOR of the City of
:h, California
APPROVED AS TO FORM:
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1. INTRODUCTION
The City of Hermosa Beach enforcement of the speed limits on city
streets and roadways is performed by the City of Hermosa Beach
Police Department. The speed limit enforcement and response to
speed related problems is primarily accomplished using radar.
Speed regulation involves both routine and selective enforcement.
Routine enforcement is performed citywide on a schedule established
by the police department based on their beat and personnel
assignments. Selective enforcement is utilized at those locations
where citizens complaints and/or- in-house requests allege high
travel speeds on certain streets, and at those locations that
exhibit a disproportionate number of traffic accidents involving
speed as a prime criterion.
However, the use of radar for enforcement of speed limits has been_
preempted by statutes contained in the Motor Vehicle Code (CVC) of
the State of California. The CVC specifies certain requirements
and limitations for the use of radar to enforce speed limits and to
avoid engaging in "Speed Tramps" .1-
2. EXISTING CONDITIONS RELATIVE TO SPEED LIMITS
The City of Hermosa Beach has complied with the CVC sections
relative to conducting an Engineering and Traffic Survey (Survey)
within the last five years. The last citywide survey was completed
in September, 1938. It was certified and adopted on November 22,
1988. Table 1 lists the existing posted speed limits on the city
street system and the links contiguous with the city's neighbors to
the north, south and east.
L Section 40802, CVC, "Speed Trap" is a particular section of highway
with a prima facie speed limit provided by this Code or local ordinance.......
which speed limit is not justified by an engineering and traffic survey
conducted within five years prior to the date of the alleged violation, and
where enforcement involves the use of radar or other electronic devices which
measure the speed of moving objects.
1
Table 1
City of Hermosa Beach
Existing Speed Limits - Established 1988
Posted Posted
Speed Speed
Limit Limit
LOCATION (MPH) LOCATION (MPH)
ARDMORE AVENUE
MORNINGSIDE DRIVE
N. City Limits -Gould Ave.
35
Longfellow Ave. -Gould Ave.
25
Gould Ave. -21st St.
35
21st St. -Pier Ave.
35
PACIFIC COAST HIGHWAY (SR 1)
Pier Ave. -8th st.
25
8th St. -2nd St.
25
Artesia Blvd. -Pier Ave.
35
ARTESIA BLVD. (SR 91)
Pier Ave.-Herondo St.
40
E. City Limits -PCH (SR1)
40
PIER AVENUE
AVIATION BLVD.
PCH -Ardmore Ave.
25
Ardmore Ave. -Monterey Blvd.
25
E. City Limits -PCH
35
Monterey Blvd. -Hermosa Ave.
25
GOULD AVENUE
PROSPECT AVENUE
PCH -Ardmore Ave.
25
Artesia Blvd. -21st St.
25
Ardmore Ave. -Manhattan Ave.
25
21st St. -Aviation Blvd.
25
Aviation Blvd. -6th St.
25
HERMOSA AVENUE
6th St.-S.City Limits
25
35th St. -27th St.
25
SEPULVEDA BLVD. (SR 1)
27th St. -22nd St.
30
Longfellow Ave. -Artesia Blvd.
35
22nd St. -16th St.
30
VALLEY DRIVE
16th St. -Pier Ave.
25
N.City Limits -Gould Ave.
35
Gould Ave. -21st St.
30
Pier Ave. -8th St.
25
21st St. -Pier Ave.
30
Pier Ave. -8th St.
35
8th St.- Herondo Ave.
30
8th St. -2nd St.
35
2nd St.-Herondo St.
35
HERONDO STREET
SECOND STREET
Valley Dr. -Hermosa Ave.
35
PCH -Valley Dr.
25
LONGFELLOW AVENUE
Valley Dr. -Hermosa Ave.
25
Sepulveda Blvd. -Ardmore Ave.
25
EIGHTH STREET
Valley Dr. -Hermosa Ave.
25
E. City Limits -PCH
25
MANHATTAN AVE.
PCH -Ardmore Ave.
25
Ardmore Ave. -Hermosa Ave.
25
N.City Limits -Longfellow Ave.
30
Longfellow Ave. -27th St.
30
THIRTIETH STREET
27th St. -Pier Ave.
25
Pier Ave. -1st St.
25
PCH -Ardmore Ave.
25
MONTEREY BLVD.
Manhattan Ave. -19th St.
25
19th St. -Pier Ave.
25
Pier Ave.-Herondo St.
25
2
The present study was initiated to comply with the five year time
frame. It shall serve as the legal basis for the "Engineering and
Traffic Survey".2 The CVC has set these regulations for the
setting and posting of speed limits to reflect the viewpoint that
speed zoning should be based on prevailing traffic conditions and
natural driving behavior and not because of an arbitrary response
to a traffic event or occurrence. It is therefore necessary to
have an understanding of the "Basic Speed Law", "Maximum Speed
Limit", "Prima Facie Speed Limits", and "Intermediate Speed
Zones".J This latter condition is the subject of this report.
State law permits local agencies to lower the maximum 55 mph limit
or to raise "business and residence district" ' speed limits on the
basis of the Survey. The procedures for the Survey have been
clearly established by Caltrans.
The "short method for determining speed limits on City and County
roadways and local streets" is listed below.
CITY AND COUNTY THROUGH HIGHWAYS, ARTERIALS AND COLLECTOR ROADS
PROCEDURES.
Introduction - This is a short method of speed zoning based on the
premise that a reasonable speed limit is one that conforms to the
actual behavior of the majority of motorists, and that by measuring
motorists speeds, one will be able to select a speed limit that is
both reasonable and effective. If there are other factors, such as
high pedestrian volume coupled with a lack of sidewalks etc. that
might require further downzoning of speeds, then it is recommended
that the procedure for speed zoning on state highways be followed.
However, this short method will handle most situations adequately.
Determination of -Existing Speed Limits -
These speeds will be either verified, increased, or decreased
2 Section 627, CVC "Engineering and Traffic Survey", as used in this
code, means a survey of highway and traffic conditions in accordance with
methods determined by the California Department of Transportation (Caltrans)
for use by state and local authorities. An engineering and traffic survey
shall include, among other requirements deemed necessary by the Department,
consideration of the following:
(a) Prevailing speeds as determined by traffic engineering measurements
(b) Accident records.
(c) Highway, traffic and roadside conditions not readily apparent to the
driver.
3 See Appendix A for CVC definitions.
a California Department of Transportation, "Traffic Manual", Section
8-03 "Speed Limits and Zones", instituted December, 1988.
depending on the results of the investigation.
Speed Zone Survey -
• Only one person is required for the field work. Speeds can
be read directly from a radar speed meter.
• A section of road should be selected with representative
operating speeds. If speeds vary on a given road, additional
surveys should be conducted. In this case, it may be necessary to
establish additional speed zones with different speed limits. The
section selected should be straight and should have no traffic
signal, stop sign or intersection with a major cross street.
• Speed measurements should be taken during off peak hours on
weekdays, The weather should be fair with no unusual conditions
prevailing. It is important that the surveyor and his equipment be
so inconspicuous so as not to affect traffic speeds. For this
reason an unmarked car is recommended, with the radar speed meter
located as inconspicuously as possible. It should be placed so as
to be able to survey traffic in both directions and should not make
an angle greater than 15 degrees with the roadway centerline. It
is desirable to have a minimum sample of 100 autos in each survey.
This may result in excessive survey periods for low volume roads.
Under these conditions the survey should be conducted for a maximum
of three hours, but in no case should the sample contain less than
25 automobiles. A sample data sheet is shown in Appendix B.
• Experience has shown that speed limits should be established
at or below the 85th percentile speed, which is the speed at or
below which 85% of the traffic is moving. This speed can be
selected directly from the data sheet. The speed chosen for speed
zoning should be in 5 mile per hour increments and should normally
be selected at a value immediately below the 85th percentile speed.
However, if the 85th percentile speed is within 1-1/2 mph of the
next higher increment, the speed limit should be set at the higher
speed.
• As a check on the validity of the proposed speed limit, an
analysis should be made of the. two year accident record for the
section of roadway under consideration. If this record shows an
abnormally high percentage of accidents normally associated with
excessive speeds, the proposed speed limit should be further
reduced. This.is a judgment situation, and will not usually be a
factor.
• Short speed zones of less than one-half mile should be
avoided, except in transition areas.
• Speed zoning in 5 mph increments should be avoided if
possible. A 10 mph increment* is preferable.
• Speed zoning should be coordinated with adjacent
jurisdictions.
LOCAL STREETS PROCEDURES
Section 22352(b) (1) of the CVC ' establishes a prima facie speed
limit of 25 mph on any highway in any business or residence
district. If -enforced by radar or other electrical devices, this
4
speed limit must be justified by an engineering and traffic survey.
Roadways in business districts will normally fit into the city and
county through highways discussed in the previous procedures and
speed zoned in accordance with the techniques listed thereunder.
The method described here is intended for speed zoning lightly
traveled residential streets in compliance with Section 40802 of
the CVC.
0 Prevailing Speeds - Measurement of prevailing speeds is not
necessary on each and every street of similar characteristics
within a residential area. However, care must be exercised in
selecting a location for a speed study that is representative of
the character of all streets to which the speed study is to be
applied. There should be little difference in roadway features and
usage as well as the character and density of the adjacent
development.
A Speed Measurement - One person with a radar unit can conduct
the speed check. At least 50 measurements should be made an in
order to obtain a significant sample, the speed of vehicles in
either direction may be used.
0 Speeds are recorded on a survey sheet. A typical speed
survey sheet is shown in Appendix B. From this sheet, the 85th
percentile speed can be selected by separating the upper 1/6
(approximately 15%) of the total samples observed. In the absence
of other factors, this is the most reasonable speed for speed
zoning.
• Other Considerations - Every street should be inspected for
unusual traffic, roadway and roadside conditions not readily
apparent to a motorist. A check should be made of the adequacy of
traffic control devices, roadway alignment, width, surface
condition, accident history and any unique traffic hazards that may
exist. Any of these conditions may warrant the selection of a
speed lower than the 85th percentile speed for speed zoning.
0 The 25 mph prima facie speed limit in residence districts
may not be reduced except on narrow streets as authorized by
Section 22358.3 of the CVC.
3. METHODOLOGY
It is evident that several roadway related factors including those
related to geometrics, traffic operations and city planning should
be considered when determining public street speed limits. The
Traffic Engineering Handbook,' states that the 1185th percentile
speed determined by speed studies is a principal factor to be used
in the determination of proper speed limits. It is generally
assumed that 85% of drivers operate at speeds that are reasonable
and prudent for the conditions present in each situation. hence,
"Traff is Engineering Handbook", Institute of Transportation
Engineers, Fourth Edition, pg. 348.
1� - 5 —
the 35th percentile speed of a spot -speed distribution is a first
approximation of the speed zone that might be imposed, subject to
consideration of other factors."
Establishment of speed limits should be based on proper engineering
and traffic data. The following factors should be considered, and
appropriate data gathered, in establishing speed limitations.
I. Prevailing vehicle speeds
A. 85th percentile speed (the speed below which 85% of
motorists travel)
B. Average test -run speeds
C. Speed distribution data
II. Physical Features
A. Design speed
B. Measurable physical features
(1) Maximum comfortable speed on curves
(2) Spacing of intersections
(3) Number of roadside businesses per mile
(4) Restricted sight distances or view obstructions
(5) Long, steep downgrades or hills
C. Roadway surface characteristics and conditions
(1) Slipperiness or roughness of pavement -
(2) Presence of transverse dips and bumps
(3) Presence and condition of shoulders
(4) Presence and width of median
III. Accident experience
IV. Traffic characteristics and control
A. Traffic volumes
�..� B. Parking and loading vehicles
C. Commercial vehicles
D. Turn movements and control
E. Traffic signals and other traffic control devices that
affect or are affected by vehicle speeds
F. Vehicle -pedestrian conflicts.
Each roadway in this study was divided into sections. All data
were correlated and reviewed prior to making recommendations for
speed limits. Table 2 shows the recommended speed limits for each
section.
,%WW
Table 1
City of Hermosa Beach
Existing Speed Limits - Established 1988
Posted Posted
Speed Speed
Limit Limit
r.ncATTON (MPH) LOCATION (MPH)
ARDMORE AVENUE
N. City Limits -Gould Ave.
Gould Ave. -21st St.
21st St. -Pier Ave.
Pier Ave. -8th st.
8th St. -2nd St.
ARTESIA BLVD. (SR 91)
E. City Limits -PCH (SR1)
AVIATION BLVD.
E. City Limits -PCH
GOULD AVENUE
PCH -Ardmore Ave.
Ardmore Ave. -Manhattan Ave.
HERMOSA AVENUE
35th St. -27th St.
27th St. -22nd St.
22nd St. -16th St.
16th St. -Pier Ave.
Pier Ave. -8th St.
8th St.- Herondo Ave.
HERONDO STREET
Valley Dr. -Hermosa Ave.
LONGFELLOW AVENUE
Sepulveda Blvd. -Ardmore Ave.
Valley Dr. -Hermosa Ave.
MANIiATTAN
AVE.
N.City Limits -Longfellow Ave.
Longfellow Ave. -27th St.
27th St. -Pier Ave.
Pier Ave. -1st St.
MONTEREY BLVD.
Manhattan Ave. -19th St.
19th St. -Pier Ave.
Pier Ave.-Herondo St.
35
35
35
25
25
40
35
25
25
25
30
30
25
25
30
35
25
25
30
30
25
25
25
25
25
MORNINGSIDE DRIVE
Longfellow Ave. -Gould Ave.
PACIFIC COAST HIGHWAY (SR 1)
Artesia Blvd. -Pier Ave.
Pier Ave.-Herondo St.
PIER AVENUE
PCH -Ardmore Ave.
Ardmore Ave. -Monterey Blvd.
Monterey Blvd. -Hermosa Ave.
PROSPECT AVENUE
Artesia Blvd. -21st St.
21st St. -Aviation Blvd.
Aviation Blvd. -6th St.
6th St.-S.City Limits
SEPULVEDA BLVD. (SR 1)
Longfellow Ave. -Artesia Blvd.
VALLEY DRIVE
N.City Limits -Gould Ave.
Gould Ave. -21st St.
21st St. -Pier Ave.
Pier Ave. -8th St.
8th St. -2nd St.
2nd St.-Herondo St.
SECOND STREET
PCH -Valley Dr.
Valley Dr. -Hermosa Ave.
EIGHTH STREET
E, City Limits -PCH
PCH -Ardmore Ave.
Ardmore Ave. -Hermosa Ave.
THIRTIETH STREET
PCH -Ardmore Ave.
N
25
35
40
25
25
25
25
25
25
25
35
35
30
30
35
35
35
25
25
25
25
25
25
TABLE 2
HERMOSA BEACH SPEED SURVEY RESULTS - 1993
85TH
PERCENTILE
SPEED
(MPH)
PACE
SPEED
RANGE
(MPH)
PERCENT
VEHICLES
IN PACE
POSTED
SPEED
BOTH
DIRECTIONS
RECOMMEND
SPEED
BOTH
DIRECTIONS
ARDMORE AVENUE
NB
SB
NB
SB
NB
SB
N. Cite Limits -Gould Ave.
45
46
35 to 44
37 to 46
77
66
35
35
Gould Ave. - 21st St.
40
37
34 to 43
25 to 34
70
69
35
35
21st St. - Pier Ave.
37
35
24 to 33
27 to 36
82
76
35
35
AVIATION BLVD.
EB
WB
EB
WB
EB
WB
E. City Limits - PCH
44
40
35 to 44
27 to 36
57
56
35
35
HERMOSA AVENUE
NB
SB
NB
SB
NB
SB
35th St. - 27th St.
33
32
24 to 33
22 to 31
68
68
25
25
27th St. - 22nd St.
38
39
28 to 37
28 to 36
74
69
30
30
22nd St. - l6th St.
35
35
28 to 37
26 TO 35
80
73
30
30
16th St. - Pier Ave.
32
33
23 to 32
24 to 35
79
70
25
25
Pier Ave. - 8th St.
34
33
25 to 34
25 to 34
75
81
25
25
8th St. - Herondo Ave.
38
39
29 to 38
31 to 40
79
77
30
30
85TH PACE
PERCENTILE SPEED
SPEED RANGE
(MPH) (MPH)
PERCENT
VEHICLES
IN PACE
POSTED
SPEED
BOTH
DIRECTIONS
RECObUMND
SPEED
BOTH
DIRECTIONS
HERONDO STREET
EB
WB EB WB
EB
WB
Valley Dr. - Hermosa Ave.
41
41
30 to 39 26 to 35
66
66
35
35
LONGFELLOW AVENUE
EB
WB
EB WB
EB
WB
25
25
Sepulved Blvd. - Ardmore Ave.
30
32
21 to 30
21 to 30
80
77
25
25
Valley Dr. - Hermosa Ave.
27
29
19 to 28
21 to 30
85
83
25
25
MANHATTAN AVENUE
NB
SB
NB
SB
NB
SB
N. City Limits - Longfellow Ave.
31
31
20 to 29
22 to 31
71
73
30
30
Longfellow Ave. - 27th St.
36
30
20 to 29
22 to 31
71
83
30
30
27th St. - Pier Ave.
33
37
22 to 31
26 to 35
78
65
25
25
MONTEREY BOULEVARD
NB
SB
NB
SB
NB
SB
Manhattan Ave. - 19th St.
39
36
22 to 31
22 to 31
63
64
25
25
19th St. - Pier Ave.
38
39
24 to 33
25 to 34
59
53
25
25
Pier Ave. - Herondo St.
39
39
29 to 38
30 to 39
54
58
25
25
MORNINGSIDE DRIVE
NB
SB
NB
SB
NB
SB
Longfellow Ave. - Gould Ave.
23
24
15 to 24
15 to 24
93
84
25
25
* May 4, 1989 speed Survey by Caltrans; Still Valid
85TH
PERCENTILE
SPEED
WED
PACE PERCENT
SPEED VEHICLES
RANGE IN PACE
WED
POSTED
SPEED
BOTH
DIRECTIONS
RECOMMEND
SPEED
BOTH
DIRECTIONS
PACIFIC COAST HWY. (SR 1) *'
NB
SB
NB
SB
NB
SB
Artesia Blvd. - Pier Ave.
41
40
32-41
29-40
86
76
35
35
Pier Ave. - Herondo St.
34
36
24-35
24-33
84
77
30
30
PIER AVENUE
EB
WB
EB
WB
EB
WB
PCH - Ardmore Ave.
29
28
20 to 29
15 to 24
82
76
25
25
Ardmore Ave. - Monterey Blvd.
33
31
24 to 33
21 to 30
70
69
25
25
Monterey Blvd. - Hermosa Ave.
34
35
26 to 35
26 to 35
73
67
25
25
PROSPECT AVENUE
NB
SB
NB
SB
NB
SB
Artesia Blvd. - 21st St.
31
32
22 to 31
23 to 32
84
84
25
25
21st St. - Aviation Blvd.
36
34
28 to 37
25 to 34
70
83
25
25
Aviation Blvd. - 6th St.
36
32
24 to 33
24 to 33
62
82
25
25
6th St. - City Limits
29
30
20 to 29
22 to 31
79
66
25
25
SEPULVEDA BLVD. (SR 1)
NB
SB
NB
SB
SB
Longfellow Ave. - Artesia Blvd. *
42
47
30 to 39
29 to:8]73
65
35
35
* May 4, 1989 speed Survey by Caltrans; Still Valid
85TH
PERCENTILE
SPEED
(MPH)
PACE
SPEED
RANGE
(M PIEQ
PERCENT
VEHICLES
IN PACE
POSTED
SPEED
BOTH
DIRECTIONS
RECOMMEND
SPEED
BOTH
DIRECTIONS
VALLEY DRIVE
NB
SB
NB
SB
NB
SB
Pier Ave. - 8th St.
47
41
34 to 43
31 to 40
60
66
35
35
8th St. - 2nd St.
40
41
31 to 40
30 to 39
65
72
35
35
2nd St. - Herondo St.
37
36
28 to 37
25 to 34
79
71
35
35
SECOND STREET
EB
WB
EB
WB
EB
WB
PCH Valley Dr.
30
33
19 to 28
21 to 30
76
66
25
25
Valley Dr. - Hermosa Ave.
35
35
24 to 33
24 to 33
57
55
25
25
EIGHTH STREET
EB
WB
EB
WB
EB
NVB
E. City Limits - PCH
30
30
22 to 31
22 to 31
76
83
25
25
PCH - Ardmore Ave.
29
30
22 to 31
20 to 29
81
72
25
25
Ardmore Ave. - Hermosa Ave.
25
24
16 to 25
16 to 25
86
92
25
25
THIRTIETH STREET
EB
wB
EB
NVB
EB
WB
PCH - Ardmore Ave.
30
34
18 to 27
23 to 32
70
74
25
25
ALL SPEEDS ARE IN MILES PER HOUR
NB = Northbound Speed Survey
SB = Southbound Speed Survey
EB = Eastbound Speed Survey
WB = Westbound Speed Survey
85TH
PERCENTILE
SPEED
(MPED
PACE
SPEED
RANGE
(MPH)
PERCENT
VEffiCLES
IN PACE
POSTED
SPEED
BOTS
DIRECTIONS
RECOMMEND
SPEED
BOTH
DIRECTIONS
VALLEY DRIVE
NB
SB
NB
SB NB
SB
Pier Ave. - 8th St.
47
41
34 to 43
31 to 40 60
66
35
35
8th St. - 2nd St.
40
41
31 to 40
30 to 39 65
72
35
35
2nd St. - Herondo St.
37
36
28 to 37
25 to 34
79
71
35
35
SECOND STREET
EB
WB
EB
WB
EB
WB
PCH Valley Dr.
30
33
19 to 28
21 to 30
76
66
25
25
Valley Dr. - Hermosa Ave.
35
35
24 to 33
24 to 33
57
55
25
25
EIGHTH STREET
EB
WB
EB
WB
EB
WB
E. City Limits - PCH
30
30
22 to 31
22 to 31
76
83
25
25
PCH - Ardmore Ave.
29
30
22 to 31
20 to 29
81
72
25
25
Ardmore Ave. - Hermosa Ave.
25
24
16 to 25
16 to 25
86
92
25
25
TffiRTIETH STREET
EB
WB
EB
WB
EB
WB
PCH - Ardmore Ave.
30
34
18 to 27
23 to 32
70
74
25
25
ALL SPEEDS ARE IN MILES PER HOUR
NB = Northbound Speed Survey
SB = Southbound Speed Survey
EB = Eastbound Speed Survey
WB = Westbound Speed Survey
c
a*400f
STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES )
CITY OF HERMOSA BEACH }
I, Naoma Valdes, Deputy City Clerk of the City
Council of the City of Hermosa Beach, California, do hereby
certify that the foregoing Resolution No. 93-5645 was duly and
regularly passed, approved and adopted by the City Council of
the City of Hermosa Beach at a Regular Meeting of said Council
at the regular place therof on November 23, 1993.
The vote was as follows:
AYES: Benz, Bowler, Oakes, Reviczky, Mayor Edgerton
NOES: None
ABSTAIN: None
ABSENT: None
DATED: November 25, 1993
-_ Deputy City Clerk