HomeMy Public PortalAbout1993-03-25 TRAFFIC & PARKING COMMISSIONE
�s
AGENDA ITEMS FOR CONSIDERATION AT
THE REGULAR MEETING OF THE
LYNWOOD TRAFFIC AND PARKING COMMISSION
TO BE HELD ON MARCH 25, 1993 AT 6:00 P.M.
OPENING CEREMONIES
1
2
3
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CALL FOR ORDER - CHAIRMAN DELMAR CABARET
PLEDGE OF ALLEGIANCE
ACKNOWLEDGEMENT OF POSTING
ROLL CALL OF COMMISSIONERS
DELMAR CABARET
EDMOND R. ARCHAMBAULT
WILLIAM CUNNINGHAM
JOE DARYL BATTLE
EDWARD PACHECO
V
t RE EIVED I
CITY OF LYNWOOD
CITY CLERKS OFFICE
OR 2 3 1993
7 8s9iIN%14112113141 6
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APPROVAL OF MINUTES
SCHEDULED MATTERS
3
REVIEW OF TRAFFIC SAFETY CONDITIONS AT THE INTERSECTION
OF ALAMEDA STREET AND MARTIN LUTHER KING BLVD
7. REQUEST FOR AN ADULT CROSSING GUARD AT ST. EMYDIUS
ELEMENTARY SCHOOL
8. PARKING STUDY
AGNES AVENUE FROM ATLANTIC AVENUE TO MURIEL DRIVE
PUBLIC ORAL COMMUNICATIONS
INFORMATIONAL ITEMS
COMMISSION ORAL COMMUNICATIONS
0
ADJOURNMENT
T07 -221
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A REGULAR MEETING OF THE TRAFFIC AND PARKING COMMISSION
�• OF THE CITY OF LYNWOOD
February 25, 1993
The Lynwood Traffic and Parking Commission's regular meeting
of the City of Lynwood was held on the above date. The
meeting started at 6:00 p.m., in the City Council Chambers,
at 11330 Bullis Road in the City of Lynwood.
CALL TO ORDER
Chairman Delmar Cabaret called the meeting to order.
Commissioners' Edmond R. Archambault, Edward Pacheco,
William Cunningham and Delmar Cabaret all were present.
Commissioner Joe Battle earlier announced that his regular
job has scheduled him to attend a special on- the -job
training and therefore, would not be able to attend
tonight's meeting. The Commissioners voted in favor to
excuse Commissioner Battle.
Pledge of Allegiance:
Commissioner Cunningham led with the Pledge of Allegiance.
Approval of the Minutes:
Commissioner Archambault motioned to accept the minutes as
written. The motion was seconded by Commissioner Pacheco
and passed unanimously.
Public Orals
Ms. Anita Gonzales, 2725 E. 111th Street, expressed concern
regarding several and recent pedestrian accidents that
involved school age children that occurred at St. Emydius
School on California Avenue near Imperial Highway. The
Commission continued with questions and discussion.
After Ms. Gonzales explained the pedestrian accident
problem, Mr. Oskoui informed and suggested to Ms. Gonzales
that she may quickly initiate and incite a study, if she
would request in writing a letter to Mr. Murga, the Director
of Public Works, regarding the pedestrian accident problems.
Mr. Oskoui also mentioned that safety educational programs,
involving parents would help reduce the number of school age
children pedestrian accidents.
i
Scheduled Matters
6. Review of Traffic Safety Evaluation Enforcement and
Engineering Analysis Report Conducted by the Institute of
Traffic Studies (ITS) a continued item.
Mr. Oskoui explained that Institute of Traffic Safety
completed in two parts, comprehensive evaluation of the
system of traffic engineering and enforcement. ITS compared
the City's current system and listed several suggestions
that the City could consider to modify and make gradual
changes. He also mentioned that the Sheriff's Department
percentage of officers is extremely below the recommended
number of officers, based on City's population.
Staff requested the Commission's support to accept ITS'
report, for them to present ITS' report to the City Council
for acceptance and staff will prepare a recommendation
supporting ITS' recommendations.
Commissioner Cunningham motioned to support staff's
recommendation to accept ITS report and present the report
with supporting resolution to the City Council for their
acceptance. It was seconded by Commissioner Pacheco and
passed unanimously.
• 7. Traffic Safety Study - Mark Twain Elementary School
Mr. Oskoui announced that Ms. Joyce Ortiz, the school
principal of Mark Twain Elementary School; has requested
staff to investigate a pedestrian accident problem involving
school age children and the parents double parking and
allowing their children in and out of vehicles while parked
in the street in front of the school. Staff has completed
their study and requests the Traffic and Parking Commission
to support their recommendation to remove the existing red
painted curb and repaint the curb white, on the west side of
Thorson Avenue, from Carlin Avenue to Magnolia Avenue, in
front of Mark Twain Elementary School. Parking enforcement
will be difficult, however, the Parking Enforcement can be
notified. Staff
will also monitor pedestrian accidents and conduct
educational program. Mr. Oskoui continued and discussed
the report findings. Mr. Oskoui provided the area's
characteristics and reported, for the past two years,
two accidents have occurred near the school. One accident
occurred on October 27, 1992, the other on November 18,
1992.
In each case, both injured pedestrian were at fault.
Presently, the school has no on -site parking for parents.
However, on -site parking is provided on the front lot of
the school the for school staff. Mr. Oskoui mentioned,
to improve the safety conditions, traffic safety
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educational programs should be implemented, send letters
to parents for parent participation and get the school
security involved in safety practices.
Ms. Ortiz, School Principal, discussed the pedestrian
accident problem at Mark Twain Elementary School. She made
several suggestions, such as, installing a loading and
unloading zone
for parent parking, since parents do not have on -site
parking and they continue to double park in the street. In
addition, she suggested posting street parking signs to
allow weekend street parking and asked staff if they would
install the signs. She also suggested creating on -site
parking for the school staff on Magnolia Street and
mentioned, at this time, Audrey Clark, School Superintendent
and the School Risk Management team are currently
investigating the possibility of creating parking for the
school's staff, on the rear lot near Magnolia Street.
However, the school will have to request a permit for a
drive approach from the City. Ms. Ortiz has also expressed
concern
of traffic that travels at excessive speeds on Thorson
Avenue. She stated that she supports the proposed
educational plan. The Commissioner asked questions and
continued their discussion.
Commissioner Cunningham asked is there are any 15 miles per
• hour (mph) speed limit signs posted on Thorson Avenue.
Mr. Oskoui mentioned that he will check and see if the 15
mph speed limit signs are posted on Thornson Avenue, and if
not, will them installed.
Mr. Oskoui mentioned that letters can be sent to parents
educating them regarding children's safety. Also, the city
has applied for grant funding from OTS for school safety
educational program.
Commissioner Cunningham suggested the Sheriff's Department
monitor area.
Officer Bryant mentioned that the Sheriff's Department has
limited•resources, however, if needed can assist and provide
a deputy to monitor for two hour periods.
Commissioner Archambault motioned to accept staff's
recommendation with amendment to consider posting a
15 mph speed limit sign on Thorson Avenue, if not posted.
Commissioner Pacheco seconded and it passed unanimously.
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Informa tional item:
Mr. Oskoui mentioned that the Office of Traffic Safety (OTS)
will provide the City with grant funding to provide the
local grade schools to educate their students on safety
matters. Mark Twain Elementary School will participate in
the pilot educational program. Staff will also provide
periodic safety progress reports to the Commission.
Mr. Oskoui provided the Commission with the Department of
Public Works' Monthly Report information and discussed
articles of interest.
Commissioner's Orals
Commissioner Cunningham mentioned that the Parking
Enforcement Department should be reminded to follow up on
their complaints. Cars are being striped down and left
abandoned.
Commissioner Pacheo mentioned that grocery trucks are
parking, loading and unloading their vehicles, parking
across the sidewalks, and blocking Bullis Road, north of
Martin Luther King Jr. Boulevard, normally between the hours
of 8:00 a.m. to 10:00 a.m.
Adiournment
•
A motion was made to adjourn the meeting by Commission
Cunningham, it was seconded by Commissioner Archambault and
passed unanimously. The meeting adjourned to March 25, 1993
at 6:00 p.m. The meeting adjourned at 7:25 p.m.
Wn7 -210
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DATE: March 25, 1993
TO: THE HONORABLE CHAIRMAN AND MEMBERS OF THE
TRAFFIC AND PARKING COMMISSION
FROM: Emilio M. Murga, Director of Public Works
SUBJECT: REVIEW OF SAFETY CONDITIONS
Intersection of Alameda Street & Martin Luther King Blvd.
PURPOSE:
To recommend that the Traffic and Parking Commission support
staff's recommendations for providing additional safety measures
at the intersection of Alameda Street and Martin Luther King
Boulevard.
BACKGROUND:
Staff has received a request for traffic safety improvements from
Mr. John Cencak of the Jones Lumber Company located at 10711
Alameda Avenue. Mr. Cencak expressed his concern with regards to
vehicles speeding and driving under the influence at the above
mentioned location. These accidents have lead to property
damages at the Jones Lumber Company.
Martin Luther King'Boulevard forms an intersection with Alameda
Street. Alameda Street is divided by the Southern Pacific
Railroad tracks into East Alameda and West Alameda (see sketch).
This intersection is controlled by a pre -timed traffic signal.
These roadways have the following characteristics (see attached
sketch):
West Alameda Street
o Property line to property line width: 71 feet
o Curb to curb width: 58 feet
• Number of driving lanes: 4
• Number of parking lanes: None
• Posted speed limit: 40 MPH
• Critical Speed: 44 MPH
• Average Daily Traffic: 29,855 VPD (1991 counts)
, 1
East Alameda Street •
o Property line to property line width: 40 feet
• o Parkway width: 8 feet
• Number of driving lanes: 2
• Number of Parking Lanes: 1
• Posted Speed limit: 35 MPH
• Average Daily Traffic: 2,647 VPD (1991 counts)
Martin Luther King Boulevard
• Property line to property line width: 100 feet
• Curb to curb width: 70 feet
• Number of driving lanes: 4
• Number of parking lanes: 2
• Posted Speed limit: 40 MPH
• Critical Speed: 44 MPH
o Average Daily Traffic: 11,057 VPD
• (East bound 4,883; West bound 6,174; [1991 counts])
ANALYSIS
The accident rate for
Boulevard and Alameda
vehicles entering the
is below the standard
Angeles, which indica
within the acceptable
the intersection of Martin Luther King Jr.
Street is 0.80 accidents per million
intersection (see attachment). This rate
rate of 2.0 as set by the County of Los
:es that the intersection is operating
range of safe operations.
It should be noted that as to the accident rates, out of the
fifty -two (52) signalized intersections in the City of Lynwood,
this intersection ranks the twenty -third (1991 Intersection
Accident Rating List). The intersection with the highest accident
rate is the intersection of Martin Luther King Boulevard and
California Avenue with an accident rate of 1.9. (See attached)
Staff has also observed the traffic operation, both during the
day time and night time and surveyed the general conditions of
the intersection. A list of deficiencies and proposed
improvements have been identified which are presented below. By
implementing these improvements the operation of the intersection
will become safer.
•
2
1. Proposed Improvement• •
1. Patching portions of damaged pavement at the east side
of the intersection.
•
2. Improve street light conditions by installing additional
street lights and increasing the intensity of the
existing lights.
3. Internally luminated street name signs to be made
operational.
4. Replace all 8 inch traffic signal head with 12 inch
heads for better visibility.
5. Restripe the entire intersection.
6. Place larger size advance warning signs
(ie., T- intersection W2 -4, Rail Road Ahead) for batter
visibility.
7. Place typical end of road markers Type 3C -3 on the
property fence of Jones Lumber Company. These signs
will be very effective in identifying the of the road
particularly at night.
•
8. Install guard rails at the west side of the intersection
in front of 10711 West Alameda Street to protect
pedestrians and prevent cars that run off the curb from
hitting and damaging the chain link fence.
9. Recommend to Jones Lumber Company to reinstall entrance
chain link gate with a set back (see sketch). This will
avoid damages to the fence in case of a driver traveling
west bound and going through the driveway without
noticing the end of the road. Also, installation of an
entry arch at this entrance gate will help the drivers
to identify the west side of the intersection as the end
of the roadway.
10. Recommend removal of a flashing beacon on the private
property (Jones Lumber Company) that is confusing to the
drivers.
11. Evaluate the existing channelization of the intersection
and redesign it, if necessary. The Department of Public
Works will complete this work in the future.
12. Reconstruct damaged pavement at the intersection.
•
3
13. Reinstall
condition
reinstall
operation
completed
the detector loops. The existing loops due to
of the roadway are not operational. By
ing the detectors loops the traffic signal
will become more efficient. This work can be
after repairing the pavement.
14. Redesign the intersection. Change the profiles of the
intersection by raising it at Martin Luther King Jr.
Boulevard as well as West and East Alameda Street to
provide a smoother transition at the rail road tracks as
well as widening the intersection. This will improve
the visibility of the intersection particularly for the
motorist traveling in an east, west direction. Also, as
a part of the new design, installation of new curbs and
sidewalks at all corners must be included to enhance
pedestrian protection. The Department of Public Works
will schedule the completion of this project in the
future.
15. Feasibility of using a different phasing and timing for
the traffic signals will be evaluated. This work will
be completed in the future.
16. In addition, to address the issue of speeding, we
recommend that the Sheriff's Department implement a
• selective enforcement program and report the detailed
results of the program to the Commission in three (3)
months (June 1993).
Implementation of both short -term (items 1 through 10 and item
16) and long -term improvements (items 11 through 15) as listed in
the above, could enhance the safe operation of the intersection.
RECOMMENDATION
To recommend that the Traffic and Parking Commission support
staff's recommendations for providing additional safety measures
at the intersection of Alameda Street and Martin Luther King
Boulevard.
T07 -975
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TRAFFIC COLLISION ACCIDENT SUMMARY
Of the thirty -two (32) accidents for the two year period of
December 1990 - December 1992, six (6) accidents were caused by
drivers who had been drinking (HBD) and four(4) were caused by
unsafe speed. Above is a detailed summary of accidents by type.
T07 -251
•
Type of
Accident
# of Accidents
1.
Hitting fixed
object
8
2.
Left turn
into sideswipe
6
3.
Sideswipe
5
4.
Head -on
4
5.
Broadside
4
6.
Rear end
4
7.
Right turn
1
Total
32
Of the thirty -two (32) accidents for the two year period of
December 1990 - December 1992, six (6) accidents were caused by
drivers who had been drinking (HBD) and four(4) were caused by
unsafe speed. Above is a detailed summary of accidents by type.
T07 -251
•
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DETAILED DESCRIPTION OF TRAFFIC COLLISIONS
Staff has reviewed the accident reports for the subject area for
a period of two years of December 1990 to December 1992 (see
attached copies of SWITRS report and collision diagram). The
reports reflect 32 accidents for that period.
o 01/20/91 150 feet south of intersection of Alameda
Street and Martin Luther King Jr. Blvd.
Auto proceeding straight at an unsafe speed
(south bound), hit fixed object, daylight.
0 01/24/91 At the intersection of Alameda St. and M.L.K.
Blvd.
Auto proceeding straight (north bound),
broadsided auto making left turn south bound,
daylight.
o 02/24/91 At the intersection of Martin Luther King Jr.
Blvd and Alameda Street.
Auto proceeding straight (west bound)rear ended
auto stopped west bound. Night with lights on.
o 03/31/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto making a left turn at an unsafe speed (west
. bound), hit fixed object. Night with lights on.
Driver had been drinking (HBDI).
o 05/19/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight at an unsafe speed
(north bound) rear ended auto stopped north
bound, and then second auto rear ending an
emergency vehicle making a left turn west bound.
Night with lights on.
o 06/24/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto making left turn (west bound) failed to
give R -O -W, broadsided auto proceeding straight
south bound, daylight.
o 07/06/91 15 feet south of the intersection of Alameda St.
and Martin Luther King Jr. Blvd.
Auto making a left turn (east bound) failed to
yield, broadsided auto proceeding straight
north. Night with lights on. Driver had been
drinking. (HBDI)
0
o 07/06/91 100tfeet south of the intersetion of Alameda
Street and Martin Luther King Jr. Blvd.
Auto was proceeding straight on the opposing
• lane (south bound) sideswiped auto proceeding
straight north bound, daylight.
o 08/17/91 90 feet north of the intersection of Alameda St.
and Martin Luther King Jr. Blvd.
Auto proceeding straight at an unsafe speed
(south bound) rear ended auto stopped south
bound. Night with lights on. Driver had been
drinking (HBDI).
o 08/21/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight (east bound)
following too close, rear ended auto
stopped east bound, daylight.
0 09/14/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto making left turn (east bound) failed
to yield and broadsided auto proceeding straight
north bound, daylight.
o 12/21/91 59 feet south of the intersection of Alameda
Street and Martin Luther King Jr. Blvd.
Bicycle proceeding straight (east bound) failed
to stop at the signal and was hit by auto
proceeding straight north bound. Vision
obscured. Night with lights on.
o 12/25/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight (south bound) hit
fixed object. Night with lights on.
o 12/28/91 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto made a left turn (west bound) broadsided
auto proceeding straight south bound. Night
with lights on. Driver had been drinking
(HBDI).
* 0 01/24/92 At the intersection of Martin Luther King Jr.
Blvd and Alameda Street.
Auto proceeding straight (eastbound) failed to
stop at the signal and broadsided auto
proceeding straight southbound. Night with
lights on.
o 01/31/92 130 feet north of the intersection of Alameda
Street and Martin Luther King Jr. Blvd.
Auto proceeding southbound on Alameda ran off
the road, hitting fixed object. Night with
lights on. Driver had been drinking (HBDI).
* 0 02/24/92 At the intersection of Alameda Street and Martin
o 06/01/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto was proceeding straight east bound made an
improper pass and sideswiped auto making a right
turn south bound, daylight.
0 06/09/92 At the intersection of Martin Luther King Jr.
Blvd and Alameda Street.
Auto made an improper right turn west bound and
sideswiped auto making a right turn west bound,
daylight.
0 06/26/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight south bound was not
paying attention and hit a fixed object.
Night with lights on.
•
Luther King Jr. Blvd.
Auto proceeding straight north bound failed
to stop at the signal and broadsided auto making
a left turn south bound, daylight.
0 04/04/92
At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight northbound broadsided
auto making a right turn west bound, daylight.
0 04/12/92
At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto made an improper right turn eastbound and
sideswiped auto making a right turn east bound,
daylight.
0 05/28/92
At the intersection of Martin Luther King Jr.
Blvd and Alameda Street.
Auto was backing up south bound and broadsided
auto who was stopped south bound, daylight.
0 05/28/92
27 feet east of the intersection of Alameda St.
and Martin Luther King Jr. Blvd.
Auto made an improper pass westbound and
sideswiped auto making a right turn west bound,
daylight.
o 06/01/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto was proceeding straight east bound made an
improper pass and sideswiped auto making a right
turn south bound, daylight.
0 06/09/92 At the intersection of Martin Luther King Jr.
Blvd and Alameda Street.
Auto made an improper right turn west bound and
sideswiped auto making a right turn west bound,
daylight.
0 06/26/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight south bound was not
paying attention and hit a fixed object.
Night with lights on.
•
•
9 9
0 07/09/92 120•feet east of the intersection of Martin
Luther King Jr. Blvd. and Alameda Street.
Auto was proceeding straight west bound,
made an improper lane change and sideswiped
auto proceeding straight westbound, daylight.
* 0 07/11/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto was proceeding straight northbound,
failed to yield and broadsided auto proceeding
straight east bound, daylight.
0 08/31/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto was making a left turn south bound, failed
to yield and broadsided auto proceeding straight
north bound, dawn.
* 0 10/25/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto crossed in the opposing lane north
bound and collided head -on with auto stopped
south bound. Night with lights on.
* 0 11/06/92 At the intersection of Alameda Street and Martin
Luther King Jr. Blvd.
Auto proceeding straight west bound and hit
a fixed object, diver inattention. Night with
lights on.
* 0 11/26/92 At the intersection of Martin Luther King Jr.
Blvd and Alameda Street.
Auto proceeding straight west bound and hit
fixed object, driver inattention. Night with
- lights on.
* 0 12/05/92 At the intersection of Alameda Street and Martin
Luther King Jr.
Auto proceeding
bound hit fixed
Driver had been
* - Accident reports that were
located in the City's acci
T07 -250
Blvd.
straight at an unsafe speed west
object. Night with lights on.
drinking (HBDI).
not reported to SWITRS but were
gent report records.
•
. • •
ACCIDENT RATE CALCULATIONS FOR THE INTERSECTION OF
ALAMEDA STREET AND MARTIN LUTHER KING BLVD
• A. Accident statistics are presented in terms of number of accidents
per year at a specific location or in terms of an accident rate.
For an intersection the accident rate is calculated as:
# Accidents per Million* ( #Acc /Year) * 1,000,000
vehicle Miles of Travel (1.0) *(Average Daily Traffic) *365
B. Accident Patterns
1. Accident rates greater than
6.0 accidents /million vehicles miles of travel or
2.0 accidents /million vehicles entering the intersection
C. Accident Rate
Intersection of Alameda Street and Martin Luther King Blvd:
# of accidents (1991 -1992) - 22 solvable accidents
Average Daily Traffic - 38,496 Vehicles per Day
Accident Rate :
(22) *1,000,000 = 0.80
(2.0) * (38,496) * 365
* Solvable accidents
T07 -241
•
CITY OF LYNWOOD •
INTERSECTION ACCIDENT RATING
= SIGNAL LIGHT INTERSECTIONS)
•
DATE:
FROM 1/1/91 TO 12/31/91
F: \EXCEL \PW- ENGR \MISC \INRATEI.XLS
CATION
# ACC.
/YR
AVG.-DAILY
TRAFFIC
ACCIDENT
RATE
M.L.K.BLVD & CALIFORNIA AVE
18
25,900
1.90
,�.
M.L.K BLVD & WRIGHT RD
2
3,170
1.73
BULLIS RD & CORTLAND AVE
6
10
1.57
BULLIS RD & JOSEPHINE ST
6
10,500
1.57
S
BULLIS RD & CEDAR AVE
5
9
1.49
IMPERIAL HWY & STATE ST
24
44,800
1.47
LONG BEACH BLVD & SANBORN AVE
12
22,700
1.45
,Q
ATLANTIC AVE & CARLIN AVE
19
36,510
1.43
BULLIS RD & FERNWOOD AVE
8
16,200
1.35
STATE ST & FERNWOOD AVE
8
16
1.33
STATE ST & TWEEDY BLVD
5
12,100
1.13
L
IMPERIAL HWY & LONG BEACH BLVD
26
63,200
1.13
IMPERIAL HWY & ATLANTIC AVE
25
65,450
1.05
M.L.K. BLVD & BULLIS RD
9
24,500
1.01
'
ATLANTIC AVE & M.L.K. BLVD
11
32,800
0.92
IMPERIAL HWY & MLK BLVD
19
56,900
0.91
ATLANTIC AVE & ABBOTT RD
13
36 950
0.91
M.L.K. BLVD & HARRIS AVE
4
12,100
0.91
LONG BEACH BLVD & MLK BLVD
14
42,650
0.90
,,ZlJ
IMPERIAL HWY & CALIFORNIA AVE
15
46,500
0.88
ai
LONG EACH BLVD & NORTON AVE
8
25 800
0.85
.2.2-
M.L.K.BLVD & NORTON /SAN LUIS
6
19,500
0.84
,�. -[M.L.K.BLVD
& ALAMEDA AVE
LANTIC AVE & BEECHWOOD AVE
ULLIS RD & CARLIN AVE
11
6
6
36
21,600
0.83
0.76
24 520
0.67
ATLANTIC AVE & ELMWOOD AVE
6
24,600
0.67
M.L.K.BLVD & PED- CROSSING SIGNAL
4
16
0.67
a� ATLANTIC
l 7-`
AVE & AGNES ST
M.L.K.BLVD & STATE ST
7
7
2-8
29,350
0.66
0.65
M.L.K. BLVD & SANTA FE AVE
3
13,150
0.63
LONG BEACH BLVD & BURTON AVE
6
26,400
0.62
ALAMEDA AVE & FERNWOOD AVE CITY /COUNTY
7
31,600
0.61
IMPERIAL HWY & BULLIS RD
10
48,700
0.56
LONG BEACH BLVD & CEDAR AVE
5
26
0.52
LONG BEACH BLVD & EUCLID AVE
5
26,400
0.52
IMPERIAL HWY & FERNWOOD AVE
7
39,000
0.49
ALAMEDA AVE & INDUSTRY WAY
4
23,900
0.46
ATLANTIC AVE & FERNWOOD AVE
5
30,150
0.45
LONG BEACH BLVD & JOSEPHINE ST
4
- 26,900
0.41
U
LONG BEACH BLVD & TWEEDY BLVD
3
22 600
0.36
IMPERIAL HWY & LOS FLORES BLVD
5
40,500
0.34
IMPERIAL HWY & CORNISH AVE
5
41,000
0.33
IMPERIAL HWY & ALAMEDA CITY / COUNTY
7
59,200
0.32
M.L.K.BLVD & ABBOTT RD
4
34,300
0.32
q4
M.L.K. BLVD & ERNESTINE AVE
LONG BEACH BLVD & STATE ST
2
4
17,450
36,400
0.31
0.30
IMPERIAL HWY & FIRE STATION #1
3
35,400
0.23
731IMPERIAL
ATLANTIC AVE & ARLINGTON AVE
TLANTIC AVE & CORTLAND ST
PERIAL HWY & JACKSON AVE
DA AVE & 103RD ST CITY /COUNTY
2
2
3
- 26,250
27
43
0.21
0.20
0.19
2
31
0.18
MPERIAL HWY & MONA CITY / COUNTY
1
35,300
0.08
HWY & WRIGHT RD
1
45,500
0.06
F: \EXCEL \PW- ENGR \MISC \INRATEI.XLS
C on Alignment signs, when used, are erected on the outside of a
cur arp turn, or on the far side of an intermoctiun, in line with an
at ng angles to approaching traffic. Spacing of the signs should b'e I J
such that the motorists always have two in view, until the change in
alignment eliminates the need for the signs. To be effective, Chevron
Alignment signs should be visible for at least 500 feet; trial runs by day
and night may be desirable to determine final positioning.
2C -1; Cross Road Sign (W2 -1)
The Cross Road sign is intended for use on a through highway to
indicate the presence of an obscured crossroad intersection. It is not
ordinarily used where Junction signing (secs. 2D -14, 2D -29) or advance
route turn assembly signs (sec. 2D -30) are present.
The relative importance of the intersecting roads may be shown by
different widths of line in the diagram.
The diagram for a crossroad intersection with a slight offset should
indicate that the side roads are not opposite each other If the crossroad
occurs in the vicinity of a curve the symbol may be modified appropri-
ately
W2-1
30" x 30"
�.4
Fj
W2-2 W2-3
30" x 30" 30" x 30"
2C -13 T Symbol Sign (W24)
The T symbol sign is intended for use to warn traffic approaching a T-
intersection on the road that forms the stem of the T, i.e., where traffic
must make a turn either to the right or to the left. The sign should not
generally be used on an approach where traffic is required t stop
before entering the intersection, nor at a T- intersection that is a el-
ized by traffic islands, nor where Junction signing or Advance urn
Arrows are present.
The relative importance of the intersecting roads may be shown by
different widths of line in the diagram.
It may be desirable to place a double - headed Large Arrow sign at the
head of the T, directly in line with approaching traffic (sec. 2C -9).
5 M"-i, W - •
30 "x 30" 30" x 30"
2C -12 Side Road Sign (W2 -2, W2 -3)
The Side Road sign, showing a side -road symbol, either left or right,
and at an angle of either 90 or 45 degrees, is intended for use in advance
of a side -road intersection according to the same warrants as set forth
for the Cross Road sign (sea 2C -I1).
The relative importance of the intersecting roads may be shown by
different widths of line in the diagram. If the side road occurs in the
vicinity of a curve the symbol may be modified appropriately.
J
2C -14 Y Symbol Sign (W2 -5)
The Y symbol sign is intended for use to warn traffic approaching a
Y- intersection on the road that forms the stem of the Y The sign should
not generally be used at a Y- intersection that is channelized by traffic
islands, nor where Junction signing or Advanced Turn Arrows are pre-
sent.
The relative importance of the intersecting roads may be shown by
different widths of line in the diagram.
It may be desirable to erect a double- headed Large Arrow sign (sec.
2C -9) at the fork of the Y directly in line with approaching traffic.
2C -6 I 2C -7
For additional emphasis, a large surface such as a bridge pier may be
painted with diagonal stripes, 12 inches or greater in width, similar in
design to the Type 3 object marker The alternating black and reflectorized
yellow stripes shall be sloped down at an angle of 45 ° toward the side of
the obstruction which traffic is to pass. Rev 2
Appropriate signs (secs. 2B -25 and 2C -33) directing traffic to one or 111 - tct
both sides of the obstruction may be used in lieu of the object marker In pay. 3
addition to markings on the face of an obstruction in the roadway,
warning of approach to the obstruction shall be given by appropriate
pavement markings (sec. 3B -13).
Where the vertical clearance of an overhead structure exceeds the
maximum legal height of vehicle by less than one foot, the clearance in feet
and inches should be clearly marked on the structure (sec. 2C -34).
3C -3 Objects Adjacent to the Roadway
Objects not actually in the roadway may be so close to the edge of the
road that they need a marker These include underpass piers, bridge
abutments, handrails and culvert headwalls. In some cases there may not
be a physical object involved, but other roadside conditions such as
narrow .,houlder drop -offs, gores, small islands and abrupt changes in the
roadway alignment may make it undesirable for a driver to leave the
roadway Type 2 or 3 object markers are intended for use at such
locations. The inside edge of the marker shall be in line with the inner edge
of the obstruction. •
Standard warning signs (Part II -C) should also be used where
applicable. Typical applications of markers for roadside obstructions are
shown in figure 3 -20
3C -4 End of Roadway
When it is determined that markers should be placed at the end of a Editaer
roadway where there is no alternate vehicular path, either a marker c
consisting of nine red reflectors, each with a minimum dimension of
approximately 3 ", mounted symmetrically on an 18 -inch diamond, red or
black panel; or an 18 -inch diamond reflectorized red panel shall be used. c t ,;,p,
More than one marker or a larger marker may be used at the end of the sw.2
roadway where conditions warrant. The minimum mounting height of this
marker shall be four feet. Appropriate advance warning signs should be
used.
..;,
Typical Type 1 Object Markers
*69
18 "x18"
18 "x18"
18 "x18"
Typical Type 2 Object Markers
2 6 0 000
6"x12 6 12"x6" 12 „ x6 „
Typical Type 3 Object Markers
OM -3L OM -3R •
12 "x36" 12 "x36"
Typical End of Road Markers
18 "X18"
18 "x18"
18 "x18"
• iii
For ad al protection the Advisory Speed plate (sec. 2C -35) may be
used
2C-7 Reverse Curve Sign (W1 -4)
The Reverse Curve sign is intended for use to mark two curves in
opposite directions, as defined in the warrants for curve signs (sec. 2C -5)
that are separated by a tangent of less than 600 feet. If the first curve is to
the right, a Right Reverse Curve sign (WI -4R) shall be used, and if the
first curve is to the left, a Left Reverse Curve sign (WI -4L) shall be used.
For additional protection the Advisory Speed plate (sec. 2C -35) may be
used
2C -8 Winding Road Sign (W1 -5)
A Large Arrow sign is intended to be used to give ice of a sharp
change of alignment in the direction of travel. It is 11 e used where
J► there is no change in the direction of travel (ends of med�, center piers,
etc.).
The Large Arrow sign, when used, shall be erected on the outside of -a
curve or on the far side of an intersection, in line with, and at right angles
to, approaching traffic.
To be effective the Large Arrow sign should be visible for at least 500
feet and trial runs by day and night may be desirable to determine final
positioning.
The Winding Road sign is intended for use where there are three or I 11-29(c)
more turns or curves, as defined in the warrants for Turn and Curve signs Re v.2
(secs 2C -4 and 5), separated by tangent distances of less than 600 feet.
If the Winding Road sign is used it shall be erected in advance of the
first curve. Where the three or more turns or curves extend over a roadway 11 -29(c)
length of I mile or more, the supplemental plaque (W7 -3a, NEXT X I Rev.2
MILES) may be installed below the WI -5 sign.
Additional warning may be provided by the installation of road delin-
eation markers (sec. 3D -4) and by use of the Advisory Speed plate (sec. IEdho
2C -35) Chan
Rev. 4
5
W I -5R
30" x 30"
2C -9 Large Arrow Sign (WI -6, W1 -7)
The Large .Arrow sign shall be a horizontal rectangle with a standard
.ize of 48 a 24 inches, having a large arrow (WI -6) or a double head
arrow (WI -7). It shall have a yellow background with symbol in black. to r/
Rev. 3186 2C -4
W1 -6
48" x 24"
, =+
W1 -7
48" x 24 ,
2C -10 Chevron Alignment Sign (W1 -8)
The Chevron Alignment sign shall be a vertical rectangle with a
minimum size of 12 inches by 18 inches. It shall have a yellow background
with chevron symbol in black. The size of sign used will be determined by
an engineering investigation.
A Chevron Alignment sign may be used as an alternate or supplement to
standard delineators and to the Large Arrow sign. The Chevron
Alignment sign is intended to be used to give notice of a sharp change of
alignment with the direction of travel. Chevron Alignment sign is intended
to provide additional emphasis and guidance for vehicle operators as to
changes in horizontal alignment of the roadway •
WI -e
18" X 24"
2C -5 Rev. 9184
_•
1.
•
COLLISION DIAGRAM
Location: ALL`MEDa A\IE s M.L.Y. B LVD
lqq I
•
Date: 1 28 q3
Project TRAFFIC 4y STUDY
—♦ Motor Vehicle Moving Ahead
<<< Vehicle Backing Up
- -- *Pedestrian
Parked Vehicle
o Fixed Object
• Fatal Accident
O Non -fatal Accident
O Property Damage O HBD
004 L
Head -on Sideswipe D
0
00—.Wear End
Overtaking Sideswipe
Broadside
_— Approach Turn
Overtaking Turn
,--,,, of Control
'r-r.p- Vehicle Turned Over
VASE) Had Been Drinking
L Daylight
D Dark (Includes Dawn & Dusk)
TYPE
DAY
NIGHT
TOTAL
Fatal
Q
Q
Injury
r
�p
P. D. O.
Z
5
Total
�S
X
K
2 W 91
Q
1.24•%
�04 40�
x
2200
}
x
J�
q}4
174
Wi
Q i x
J
+ '`
z•zl vi
M .L, k. BW�
X
Ind
(1740-)
x
9y y
3. `D tia)
� N
s N
X
�
X
Q
I
—♦ Motor Vehicle Moving Ahead
<<< Vehicle Backing Up
- -- *Pedestrian
Parked Vehicle
o Fixed Object
• Fatal Accident
O Non -fatal Accident
O Property Damage O HBD
004 L
Head -on Sideswipe D
0
00—.Wear End
Overtaking Sideswipe
Broadside
_— Approach Turn
Overtaking Turn
,--,,, of Control
'r-r.p- Vehicle Turned Over
VASE) Had Been Drinking
L Daylight
D Dark (Includes Dawn & Dusk)
TYPE
DAY
NIGHT
TOTAL
Fatal
Q
Q
Injury
r
�p
P. D. O.
Z
5
Total
�S
1.
COLLISION DIAGRAM
Location: LLbM1 - DA /EVE % f\/
a
K PLVG
(Iqq - - )
• Da Z8
Project 7R.QFFIG �-E:ry SiL1DY
—♦ Motor Vehicle Moving Ahead
<K< Motor Vehicle Backing Up
- -- ►Pedestrian
Parked Vehicle
o Fixed object
• Fatal Accident
O Non -fatal Accident
O Property Damage O HBD
-- ►Of-'— Head -on L
Head -on Sideswipe D
•
- -►Rear End
31' Overtaking Sideswipe
-
Broadside
_ Turn
Overtaking Turn
, of Control
`v . Vehicle Turned Over
tiAB D Had Been Drinking
L Daylight
D Dark (Includes Dawn & Dusk)
TYPE
DAY
NIGHT
TOTAL
Fatal
a
C
D
Injury
-7
S
(Z
P. D. O.
5
3
S
Total
\2
g
20
c�
N
LO
N
7
X
�
N
{
C J
12. 5.92pul)
l"
L
I 4.�z 5L (o I. 9z
x
1 , 21,91 0
(W 3,5 5
(132 D)
X
,.u•9t M.L,I4. BL-41?
W
N.RL
(0271J)
(14°0)
X
x
�
X
x
W
1
�
—♦ Motor Vehicle Moving Ahead
<K< Motor Vehicle Backing Up
- -- ►Pedestrian
Parked Vehicle
o Fixed object
• Fatal Accident
O Non -fatal Accident
O Property Damage O HBD
-- ►Of-'— Head -on L
Head -on Sideswipe D
•
- -►Rear End
31' Overtaking Sideswipe
-
Broadside
_ Turn
Overtaking Turn
, of Control
`v . Vehicle Turned Over
tiAB D Had Been Drinking
L Daylight
D Dark (Includes Dawn & Dusk)
TYPE
DAY
NIGHT
TOTAL
Fatal
a
C
D
Injury
-7
S
(Z
P. D. O.
5
3
S
Total
\2
g
20
RUN 04/11/92 REPORT 8. COLLISION LOCATION DETAILS -- INVOLVED PARTY AND VICTIM DATA
CUMULATIVE 01/01/91 THRU 12/31/91
ON PRIMARY RD DIST DR DAY LOC WETHRI K I HR FLT P C F <r * «wetrxitI N V O L V E D P A R
FROM SECONDARY RD DATE TIME NCIC WETHR2 LIGHTING CNTL -DEV TYPCLSN P TYPE I AGE S D P MOVEMENT D V E H I C
SH RT POSTMILE S BADGE RD -SURF - COND /- COND / -COND FED ACT M V I W T N SEX 1 2 PRECEDING I T Y P E
LOCAL REPORT NO DST BEAT Y J COLLISION R.STATEWIDE CH
•
NCIC CA1943 PAGE 30
T Y S*WE!),Ma����raaw�> V I C T I M S
L E SP OTHER P TYPE I AGE
MAKE INFO ASSOCIATED T N SEX
P YEAR FACTORS Y J
ALAMEDA
186 S
SAT 1943 CLEAR
- 4 F
1 DRVR ALCIDRG 1
DRVR V
20M
HBDU
PROC ST
N
PASSISTHGN
FORD78
TOO CLOSE
1
DRVR V 20M
LYNHOOD RD
072091
2100 1900
DRK -LGTS
NO CNTL REAREND 2
DRVR S
20M
IMPU
LFT -TURN
N
PASSISTHGN
H0ND83
2
DRVR S 20M
58489
DRY NORM /
/
OTHER MV
2
PASS S 17M
2516
2
PASS S 20F
ALAMEDAI
rsxr.
jiHU�q�,443':CfrEA �:}
- 1 F
1 R -O -W AUTO 1
DRVR V
27M
HNBD
PROC ST
N
MOTORCYCLE
74
1
DRVR V 27M
'`'MRTN "LUTHR
KING BL 0491'1410
1900
. ""NORM
DAYLIGHT
CNTL OK BRDSIDE 2
DRVR
28M
HNBD
LFT -TURN
S
PASSISTWGN
OLDS85
65025 "
DRY /
/
OTHER MV
2512
.
■ALAMEDA�
I
SUN 1943 CLEAR
- 1
1 DRVR ALCIDRG 1
DRVR V
29M
HBDU
PROC ST
W
PASSISTHGN
MAZD79
INATTENTION
1
DRVR V 29H
�N RTN LUTHR
KING BL 0204491''0140' .1900 Y
DRK -LGTS
CNTL OK REAREND 2
DRVR
29M
HBDN
STOPPED
W
PICKUPIPAN
DATS84
83242
DRY NORM /
/
OTHER MV
2512
ALAMEDAC.
jI
SUN 1943 CLEAR
- -
1 DRVR ALCIDRG 1
DRVR
21M
HBDI
LFT -TURN
W
PICKUPIPAN
DODG85
UNSAFE SPEED
'MRTN'LUTHR
KING SL 03 91
;
DRK -LGTS
CNTL OK HIT OBJ
77729
DRY NORM /
/
FIXED OBJ
2512
'
ALAMEDA
I
SUN 1943 CLEAR
- - M
1 UNSAFE SPEED 1
DRVR
IMPU
PROC ST
N
PASSISTHGN
CHEV
'�MRTN ° LUTHR
KING BL 051991
2045 1900
DRK -LGTS
CNTL OK REAREND 2
DRVR
25M
HNBO
STOPPED
N
PASSISTHGN
NON079
53668
DRY NORM /
/
OTHER MV 3
DRVR
27M
HNBD
LFT-TURN
W
EMERGENCY
FORD69
2512
71LAMEDAP. ��I:..NDN1943 CLEAR - - 1 R -O -W AUTO 1 DRVR 45M HNBD LFT -TURN W PASSISTHGN MERZ87 •
�MRTN "LUTHR KING BL 0GA901530,�1900j DAYLIGHT CNTL OK BRDSIDE 2 DRVR 25M HNBD PROC ST S PASSISTWGN HOND81
44762 DRY NORM / / OTHER MV
2512
�ALAMEDA'j ti. ,WED„1943 CLEAR - - 1 T0O CLOSE 1 DRVR 30M HNBD PROC ST E PICKUPIPAN FORD79
-MOWCOTHR KING BL 082191 1940 19667 DAYLIGHT CNTL OK REAREND 2 DRVR 33M HNBD STOPPED E PASSISTWGN FORD88
27344 DRY OTHER/ / OTHER MV
2512 253
'ALAME94t g - 1 1 R -O -W AUTO 1 DRVR 17M HNBD LFT -TURN E PASSISTWGN CHEV76 2 PASS C 31F
MRTN'LUTHR KING BL 091491 1215 190'0 f DAYLIGHT CNTL OK BRDSIDE 2 DRVR 32M HNBD PROC ST N PICKUPIPAN CHEV72
83268 DRY NORM / / OTHER MV
2512
•
&3
JN 04/11/92
REPORT
8. COLLISION
LOCATION
DETAILSOLVED
PARTY
AND VICTIM
DATA
NCIC PAGE
11
CUMULATIVE
01/01/91
THRU 12/31/91
ON PRIMARY RD DIST DR DAY
LOC WETHRI
K I HR
FLT P C F
< *
* * **x Kac
-ieKI
N
V 0 L V
E
D P A
R T Y
V I C T I
M S
FROM SECONDARY RD DATE TIME
NCIC WETHR2
LIGHTING
CNTL —DEV TYPCLSN
P
TYPE I
AGE
S D P
MOVEMENT
0
V E H I
C L E SP
OTHER P TYPE I
AGE
i RT POSTMILE S BADGE RD —SURF — COND /— COND / —COND PED
ACT M V I W
T
N
SEX
1 2
PRECEDING
I
T Y P
E MAKE INFO
ASSOCIATED T N
SEX
)CAL REPORT
NO DST BEAT
Y
J
COLLISION
R
WATEWIDE
CHP YEAR
FACTORS Y J
LAME A�
`''I' :SAT�194
RAI
— 3
1 DRVR ALCIDRG
1
DRVR V
SIM
HBDI
LFT —TURN
W
PICKUPIPAN
FORE86
NON— MOVING 1 DRVR V
SIM
4TNtiCUTHRaKING BL 122891 1810 196
CNTL OK BRDSIDE
2
DRVR S
34M
HNBD
PROC ST
S
PASSISTWGN
CHEV76
2 DRVR S
34M
74571 WET
NORM /
/
OTHER MV
2 PASS S
35F
2512
ALAMEDA
162 N FRI
1943 CLEAR
— 2
LANE CHANGE
1
DRVR S
24M
IMPU
RANOFFRD
S
PASSISTWGN
DATS78
1 DRVR S
24M
MRTN LUTHR
KING BL 112991 0200
1900
DRK —LGTS
NO CNTL HIT OBJ
1 PASS S
20M
70418 PRY
NORM /
/
FIXED OBJ
2512
ALAME
AT
1943iCLEAR'
— 1
1 DRVR ALCIDRG
I
DRVR
22M
HBDI
LFT —TURN
E
PASSISTWGN
BUIC78
R —O —W AUTO 2 DRVR C
35M
MRTN`L HR'KING
,15,,Se�
BL 070691 Y2GO2400''f"''
DRK —LGTS
CNTL OK BRDSIDE
2
DRVR C
35M
HNBD
PROC ST
N
PASSISTWGN
FORE87
66669 DRY
NORM /
/
OTHER MV
2512
ALAMEDA,
59 5 SAT
1943 CLEAR
— 1
1 STOP SGNISIG
1
BICY S
25M
IMPU
PROC ST
E
BICYCLE
HAZ MOVEMENT 1 BICY S'25M
MRTN'LUTHR
KING BL 2191 1740
1900'
DRK —LGTS
CNTL OK OTHER
VIS OBSCURED
74571 DRY
NORM /
/
BICYCLE
2
DRVR
25M
HNBD
PROC ST
N
PICKUPIPAN
FORD79
2512
y
LA�IEOq'
$ 9 '. §,,ATj
— 1
1 WRONG SIDE
1
DRVR V
41M
HBON
OPPOS LN
S
PASSISTWGN
TOYT89
1 DRVR V
41M
• LUTHR
KING BL 9M41:44
6+{
DAYLIGHT
NO CNTL SIDESWP
2
DRVR
28M
HNBD
PROC ST
N
PASSISTWGN
OLDS78
_
'
68136 DRY
NORM /
/
OTHER MV
2512
ALAMEDA
I MON
1943 CLEAR
— 1
1 R —O —W AUTO
1
DRVR
59F
HMBD
LFT —TURN
W
PASSISTWGN
CADI81
2 DRVR V
35F
103
051391 1415
1900
DAYLIGHT
CNTL OK HEAD —ON
2
DRVR V
35F
HNBD
PROC ST
S
PASSISTWGN
FORD85
44762 DRY
NORM /
/
OTHER MV
.
2512
ALAMEDA
154 S THU
1943 CLEAR
— 2
1 R —O —W AUTO
1
DRVR V
29M
HNBD
LFT —TURN
E
PICKUPIPAN
FORE86
1 DRVR V
29M
103
121991 1201
1900
DAYLIGHT
NO CNTL BRDSIDE
2
DRVR V
19M
HNBD
PROC ST
S
PICKUPIPAN
DATS78
2 DRVR V
29"
74571 DRY
NORM /
/
OTHER MV
2512
ALAMEDA
115 S THU
1943 CLEAR
— 1
1 TOO CLOSE
1
DRVR
34M
HNBD
PROC ST
S
PICKUPIPAN
CHEV79
2 PASS C
21F
108
042591 1255
1900
DAYLIGHT
NO CNTL REAREND
2
DRVR
32M
HNBD
PROC ST
S
PASSISTWGN
OLDS73
58421 DRY
NORM /
/
OTHER MV
2512
\ RUN
I
SUN 1943 CLEAR
- 1
1
DRVR V
58M
04/11/90
IMPERIAL HWY
REPORT
8. COLLISION LOCATION
DETA&VOLVEO
DAYLIGHT
PARTY AND VICTIM
2
DATA
27M
N�A1943 PAGE-
12
65002
DRY
NORM /
CUMULATIVE
01/01/91 THRU 12/31/91
ON PRIMARY RD GIST DR
DAY
LOC WETHRI
K I HR FLT P C F
< *
* * * * * * * * *** * * *I
N V 0 L V
E
D P A
R T Y V I C T I_M
S
FROM SECONDARY RD DATE
TIME
NCIC WETHR2
LIGHTING CNTL -DEV TYPCLSN
P
TYPE I AGE S D P MOVEMENT
D
V E H I
C L E
SP OTHER P TYPE Z
AGE
SH RT POSTMILE S BADGE
RD -SURF - COND /- COND / -COND FED ACT M V I W
T
N SEX 1
2 PRECEDING
I
T Y P
E MAKE
INFO ASSOCIATED T N
SEX
LOCAL REPORT NO DST BEAT
OTHER MV
Y
J
COLLISION
R
A
STATEWIDE
CHP YEAR
FACTORS Y U
ALAMEDA I
TUE
1943 CLEAR
- - M
1
DRVR M IMPU
LFT -TURN
W
PASSISTWGN
FORD
OTHR
M
110 061191
1600
1900
DAYLIGHT NO CNTL BRDSFDE
2
DRVR 31M HNBD
PROC ST
N
PASSISTWGN
DATS90
IMPU
66669
DRY
NORM /
/ OTHER MV
OTHER MV
2516
2512
ALAMEDA AV
I
FRI
1943 CLEAR
- 3
ALAMEDA 40
S WED
1943 CLEAR
- 1 1 TOO CLOSE
1
DRVR 25M HNBD
PROC ST
N
PICKUPIPAN
CHEV77
2 PASS C
16M
110 020691
1520
1900
DAYLIGHT NO CNTL REAREND
2
DRVR 17M HNBD
PROC ST
N
PICKUPIPAN
CHEV81
DRVR
24M
65013
DRY
NORM /
/ OTHER MV
*ALAMEDA AV
2512
WED
1943
- - M 1
1
DRVR
LYNWOOD RD
100991
1540
1900
*ALAMEDA AV'
I
SUN 1943 CLEAR
- 1
1
DRVR V
58M
HNBD
IMPERIAL HWY
021791
0700
1900
DAYLIGHT
CNTL OK HEAD -ON
2
DRVR
27M
HNBD
65002
DRY
NORM /
/
OTHER MV
2516
*ALAMEDA AV
I
TUE
1943 CLEAR
- - M 1 STOP SGNISIG
1
DRVR
21M
IMPU
IMPERIAL HWY
070991
0615
1900
DAYLIGHT
CNTL OK BROSIDE
2
DRVR
30F
HNBD
73451
DRY
NORM /
/
OTHER MV
2512
ALAMEDA AV
36 S MON
1943 CLEAR
- 1
1 HAZ PARKING
1
OTHR
M
HNBD
INDUSTRY WY
090991
2230
1900
ORK -NO L
NO CNTL BRDSIDE
2
DRVR V
39F
IMPU
72548
DRY
NORM /
/
OTHER MV
2516
ALAMEDA AV
I
FRI
1943 CLEAR
- 3
1 TOO CLOSE
1
DRVR
23M
HNBD
LYNWOOD RD
011891
1210
1900
DAYLIGHT
NO CNTL HEAD -ON
2
DRVR V
41M
HNBD
65002
DRY
NORM /
/
OTHER MV
3
DRVR
24M
HNBD
2516
*ALAMEDA AV
I
WED
1943
- - M 1
1
DRVR
LYNWOOD RD
100991
1540
1900
REAREND
2
DRVR
67F
63527
/
/
OTHER MV
2512
+ LAMEDA AO
5 FRTN'LUTHR!KING
r.15Q,SgSUN,- 19413rCLEAR¢
- 2
1 UNSAFE SPEED
1
DRVR V
19M
HNBD
BL 012091`1220'11_9
0G�
DAYLIGHT
NO CNTL HIT OBJ
65002
DRY
NORM /
/
FIXED OBJ
2512
LFT -TURN N PICKUPIPAN CHEV73
PROC ST W PASSISTWGN CHEV85
PROC ST N PASSISTWGN CHRY77
PROC ST W PICKUPIPAN TOYT86
STOPPED S TRUK WITRL 89
PROC ST N PASSISTWGN MERCO3
PROC ST S PASSISTWGN DATS87
STOPPED S PASSISTWGN OATS81
PROC ST N PICKUPIPAN CHEV78
W PASSISTWGN BUIC
W PASSISTWGN CHEV
PROC ST S PASSISTWGN BUIC79
UNSAFE SPEED
INATTENTION
1 DRVR 58M
2 DRVR V 39F
2 DRVR V 41M
3 PASS V 23F
3 PASS•ZM
1 DRVR V 19M
1 PASS V 14F
1
•
RUN 04/11/92
REPORT B.
COLLISION LOCATION
DETAIL OLVED
PARTY AND VICTIM
DATA
NCIC CA1943 PAGE 13
CUMULATIVE
01/01/91 THRU 12/31/91
ON PRIMARY RD DIST DR
DAY
LOC WETHRI
K I HR FLT P C F
<
* * * ** *ie * I
N V 0 L V
E 0 P A R
T Y Sit * "*A
*** *> V I C T I M S
FROM SECONDARY RD DATE
TIME
NCIC WETHR2
LIGHTING
CNTL —DEV TYPCLSN
P
TYPE I AGE
S 0 P MOVEMENT
D
V E H I C
L E SP
OTHER P TYPE I AGE
SH RT POSTMILE
S BADGE
RD —SURF — COND /— COND / —COND
PED ACT M V I W
T
Y SEX
1
2 PRECEDING
I
T Y P E
MAKE INFO
ASSOCIATED T N SEX
LOCAL REPORT NO DST BEAT
Y
J
COLLISION
R
STATEWIDE CHP
YEAR
FACTORS Y J
ALAMEDA AV
I
TUE
1943 CLEAR
— 1
1 TOO CLOSE
1
DRVR 41M
HNBD
PROC ST
S
PICKUPIPAN
TOYT90
2 DRVR C 36F
109
102991
1220
1900
DAYLIGHT
CNTL OK REAREND
2
DRVR C 36F
HNBO
PROC ST
S
PASSISTWGN
CHEV80
66618
DRY
NORM /
/
OTHER MV
2512
ALAMEDA, BL
.L'i" WEDF'194
I �
— —
M
1
DRVR M
IMPU
PROC ST
S
PASSISTWGN
CHEV 9
,MRYN "LUTHR KING BL 1225 1 "0330'
"
DRK —IGTS
CNTL OK NIT OBJ
73507
DRY
' "NORM
/
/
FIXED OBJ
2512
•
*ALEXANDER AV
I
THU
1943 CLEAR
— 1
F
1
DRVR M
IMPU
PROC ST
S
PASSISTWGN
VOLV88
2 PED C 28F
IMPERIAL HAY
120591
1240
1900
DAYLIGHT
CNTL OK VEHIPED
2
PED C 28F
HNBD
E
66618
DRY
NORM /
/
XHK INT PEDESTRAN
2514
*ALMA AV
I
SAT
1943 CLEAR
— —
M
1
DRVR
IMPU
OTHER
CALIFORNIA AV
033091
2200
1900
DRK —LGTS
NO CNTL SIDESWP
2
PRKD
PARKED
N
PICKUPIPAN
FORD84
77729
DRY
NORM /
/
PARKED MV
2513
*ALMA AV
I
WED
1943 CLEAR
— —
1 R —O —W AUTO
I
DRVR 37M
HNBD
LFT —TURN
E
PASSISTWGN
FORD72
CALIFORNIA AV
070391
2100
1900
DRK —NO L
NO CNTL BRDSIDE
2
DRVR 32H
HNBD
PROC ST
S
PASSISTWGN
FORD77
70422
DRY
NORM /
/
OTHER MV
2513
ALMA AV
300
E FRI
1943 CLEAR
— —
1 WRONG SIDE
1
DRVR 46M
HNBO
PROC ST
E
PASSISTWGN
DATS
LONG BCH BL
051791
1850
1900
DAYLIGHT
NO CNTL HEAD —ON
2
DRVR 17M
HNBD
PROC ST
W
PASSISTWGN
PLYM74
•
58489
DRY
NORM /
/
OTHER MV
2513
ALMA AV
I
THU
1943 CLEAR
— —
1 R —O —W AUTO
1
DRVR 22F
HNBD
RGT —TURN
S
PASSISTWGN
CHEV83
MALLISON AV
011091
0820
1900
DAYLIGHT
NO CNTL SIDESWP
2
DRVR 41F
HNBD
PROC ST
W
PASSISTWGN
CHEV91
65002
DRY
NORM /
/
OTHER MV
2513
ALMA AV
3
W THU
1943 CLEAR
— —
1 WRONG SIDE
1
DRVR 39F
HNBO
LFT —TURN
H
PICKUPIPAN
OOOG
RUTH
101791
1400
1900
DAYLIGHT
NO CNTL SIDESWP
2
DRVR 34M
HNBO
STOPPED
E
PASSISTWGN
BUIC87
73448
DRY
NORM /
/
OTHER MV
2513
1
_4
RUN 04/11/92•
REPORT
B.
COLLISION LOCATION
DETANVOLVED
PARTY AND VICTIM
DATA
NCI A1943
PAGE 9
CUMULATIVE 01/01/91 THRU 12/31/91
ON PRIMARY
RD DIST DR DAY
LOC WETHRI
K I HR
FLT P C F
N V 0 L V
E
D P A
R T Y S ** *"�"*> V I
C T I M S
FROM SECONDARY
RD DATE
TIME
NCIC WETHR2
LIGHTING
CNTL -DEV TYPCLSN
P
TYPE I AGE
S D
P MOVEMENT
D
V E H I
C L E
SP OTHER
P
TYPE I AGE
SH RT POSTMILE S BADGE RD -SURF - COND /- COND / -COND
PED ACT M V I W
T
V SEX
1
2 PRECEDING
I
T Y P
E MAKE
INFO ASSOCIATED
T
N SEX
LOCAL REPORT
NO DST BEAT
Y
J
COLLISION
R:
STATEWIDE
CHP YEAR
FACTORS
Y
J
ALAMEDA
I
FRI
1943 CLEAR
- -
M 1 STOP SGNISIG
1
DRVR IBM
HNBD
LFT -TURN
E
PICKUPIPAN
DOME77
INDUSTRY WY
101891
0945
1900
DAYLIGHT
CNTL OK BRDSIDE
2
DRVR 16M
HNBD
PROC ST
S
PASSISTWGN
FORD89
53668
DRY
NORM /
/
OTHER MV
2516
* ALAMEDA
I
FRI
1943 CLEAR
- -
1 WRONG SIDE
1
DRVR 28M
OTHER
S
PICKUPIPAN
DATS88
WRONG SIDE
INDUSTRY WY
121391
0730
1900
DAYLIGHT
NO CNTL HEAD -ON
2
DRVR 19F
OTHER
H
PASSISTWGN
DATS82
70918
DRY
NORM /
/
OTHER MV
2515
r
IALAMEDA'k,
._ :90„ SAT
....mow
19-45 LE
- I
F DRVR ALCIDRG
1
DRVR 24M
HBOI
PROC ST
S
PASSISTWGN
CHEV79
UNSAFE SPEED
2
DRVR C 42M
. + 'Bl' �
� �8�1791'+2320
1900
DRK -LGTS
CNTL OK REAREND
2
DRVR C 42M
HNBD
STOPPED
S
PASSISTWGN
CHEV80
-
'44684
DRY'
NORM /
/
OTHER MV
2512
* ALAMEDA
I
THU
1943 CLEAR
- -
1 STOP SGNISIG
1
DRVR 19M
PROC ST
N
PASSISTWGN
CHEV86
LYNHOOD RD
050291
1445
1900
DAYLIGHT
CNTL OK BRDSIDE
2
DRVR 27F
PROC ST
E
PASSISTWGN
MAZD87
44762
DRY
NORM /
/
OTHER MV
3
PRKD
PARKED
E
PICKUPIPAN
TOYT91
2516
ALAMEDA
I
TUE
1943 CLEAR
- -
1 TOO CLOSE
I
DRVR 23F
HNBD
PROC ST
S
PASSISTWGN
FORE87
LYNWOOD RD
080691
1430
1900
DAYLIGHT
NO CNTL REAREND
2
DRVR
IMPU
LFT -TURN
S
PASSISTWGN
DATS80
68136
DRY
NORM /
/
OTHER MV
2516
ALAMEDA
I
TUE
1943 CLEAR
- 2
F 1 TOO CLOSE
1
DRVR M
IMPU
PROC ST
S
PICKUPIPAN
CHEV76
2
PASS C 14F
LYNWOOD RD
081391
2030
1900
DRK -LGTS
NO CNTL REAREND
2
DRVR 38F
IMPU
STOPPED
S
PASSISTWGN
TOYT79
2
PASS VIV
23461
DRY
NORM /
/
OTHER MV
2516
* ALAMEDA
I
FRI
1943 CLEAR
- 1
1 STOP SGNISIG
1
DRVR C 22M
HNBD
PROC ST
N
PICKUPIPAN
DODG78
OTHER EOPFNT
1
DRVR C 2ZM
LYNWOOD RD
110191
1300
1900
DAYLIGHT
CNTL OK BRDSIDE
2
DRVR 39M
HNBD
PROC ST
E
PICKUPIPAN
TOYT69
58466
DRY
NORM /
/
OTHER MV
2516
ALAMEDA
8 N MON
1943 CLEAR
- 1
F 1 TOO CLOSE
1
DRVR M
IMPU
PROC ST
S
PASSISTWGN
MERC77
2
DRVR C 36F
LYNWOOD RD
112591
0815
1900
DAYLIGHT
NO CNTL REAREND
2
DRVR C 36F
HNBD
SLOWING
S
PASSISTWGN
MERC89
77202
DRY
NORM /
/
OTHER MV
2516 255
_4
12/17/92 REPORT 8. ` COLLISION LOCATION DETAILI--IFNOLVED PARTY AND VICTIM DATA
CUMULATIVE 01/01/92 THRU 09/30/92
ON PRIMARY RD DIST DR DAY LOC WETHRI K I HR FLT P C F <* * I N V O L V E D P A R T Y S* +> V I C T I M S
FROM SECONDARY RD DATE TIME NCIC WETHRZ LIGHTING CNTL -DEV TYPCLSN P TYPE I AGE S D P MOVEMENT D V E H I C L E SP OTHER P TYPE I AGE
I RT POSTMILE S BADGE RD -SURF - COND /- COND / -COND PED ACT M V I W T N SEX 1 2 PRECEDING I T Y P E MAKE INFO ASSOCIATED T N SEX
CAL REPORT NO DST BEAT Y J COLLISION R SXATEIVIDE CHP YEAR FACTORS Y J
�LAMEDA I . -SAT 194�,C LY - 1 1 DRVR 47M HNBD PROC ST N PASSISTWGN DODG80 1 PASS V 38F
ktWLUTHR KING.BL ,J14Q44i, W0 "I90 1° DAYLIGHT CNTL OK BRDSIDE 2 DRVR Z6F HNBD RGT -TURN W PASSISTWGN DATS84
44899 'DRY' 'NORM / / OTHER MV
2512
1AMEDA� II 1 IMPROP TURN 1 DRVR 34F HNBD
OtTN' "LUTHR KING BL 041292''1600'IgQ�' DAYLIGHT CNTL OK SIDESVP 2 DRVR 25M HNBD
73452 DRY t RM / / OTHER MV
2512
LAMEOA 1, 'TH 1943 CLEAR - - 1 STRTtJG IBCKNG 1 DRVR 3114 HNBD
D2TN 'LOTHR KING BL 052 -9- 13204+900 DAYLIGIIT CNTL OK BRDSIDE 2 DRVR 49F HNBD
66587 'DRY NORM / / OTHER MV
2512
.LAMED10 I MON 1943, CVAR - - 1 IMPROP PASS 1 DRVR 37F HNBD
RTN "LJTTIIR KING BL 060142 ' 0830'-'190 DAYLIGHT CNTL OK SIDESIVP 2 DRVR 37M HNBD
'
79, ' DRY NORM / / OTHER MV
2512 251
RGT -TURN E PASSISTWGN CHEV89
RGT -TURN E PASSISTWGN VOLK78
BACKING S PASSISTWGN BUIC77
STOPPED S PASSISTWGN OLDS81
PROC ST E PASSISTWGN PLYM72 INATTENTION
RG'! -TURN S TRUK WITRL 85
NCIC943 PAGE 7
LAMEDJf _ I TUE144 GL EAR - - M 1 DRVR 27M HBDU
RTTI "LUTHR KING BV _ 660992 - DAYLIGHT CNlL GK SIDESIVP 2 DRVR 55F IIIJBD
73538 C ORY NORM / / OTHER MV
2512
L:.ME -�I �;F,RI - -
'RYN�LUTHR KING BL 062692 02151900 DRK -LGTS
75816
HIT OBJ
FIXED OBJ
1 DRVR
2312
LAMEDA,;'44 130,tNAFRI 1943- CLEAR? - 1 I DRVR ALCIDRG 1 DRVR V 20M HBDU
RTN W '.16 KING BL 013192 °231'0 1'900*P'''' DRK -LGTS No CNTL HIT 08J
74559 DRY NORM / / FIXED OBJ
LAMEDA 250 N SAT 1943 RAIMIG - - 1 TOO CLOSE 1 DRVR 25M HNBD
RTN LUTHR KING DL 021592 1240 1900 DAYLIGHT NO CNTL REAREND 2 DRVR 20M HNSD
44899 NET NORM / / OTHER MV
2512
RGT -TURN W TRUCKITRAC
RGT -TURN W PASSISTWGN VOLK90
J
PROC ST
PASSISTWGN
CHRY
•
RANOFFRO
S PASSISTWGN
PONT85
INATTENTION 1 DRVR V 20M
PROC ST N PASSISTWGN PONT84
SLOWING N PICKUPIPAN FORD82
-4,
1N 12/17/92
REPORT 8. COLLISION
LOCATION
DETAILS INVOLVED
PARTY AND VICTIM
DATA
NCIC 943 PAGE
81
CUMULATIVE
01/01/92 THRU 09/30/92
ON PRIMARY RD
DIST DR DAY
LOC WETHRI
K I HR
FLT P C F <
x x x* * xZ
N V 0 L V
E
0 P A
R T Y Sx ** x K-x *K> V I C T I
M S
FROM SECONDARY
RD DATE TIME
NCIC WETHR2
LIGHTING
CNTL -DEV TYPCLSN
P TYPE
I AGE
S D
P MOVEMENT
D
V E H I
C L E
SP OTHER P TYPE I
AGE
t RT POSTMILE
S BADGE RD -SURF - COND /- COND / -COND PED
ACT M V I W
T
N SEX
1
2 PRECEDING
I
T Y P
E MAKE
INFO ASSOCIATED T N
SEX
)CAL REPORT NO
DST BEAT
Y
J
COLLISION
R
9YATEWIDE
CHP YEAR
FACTORS Y J
ILK BL
FOR INTERSECTION COLLISION DETAILS,
SEE CALIFORNIA AV
;ALIFORNIA AV
MLK BL
ILK BL
6 E WED
1943 CLEAR
- -
2 STOP SGNISIG
1 DICY
22F
HNBD
PROC ST
BICYCLE
WRONG SIDE
:ALIFORNIA AV
082692 1845
1900
DAYLIGHT
CNTL OK OTHER
2 DRVR
23F
HNBD
RGT -TURN
W
PASSISTWGN
DATS88
44899 DRY
NORM /
/
BICYCLE
2513
•
ILK BL
I TUE
1943 CLOUDY
- -
1 STOP SGNISIG
1 DRVR
23F
HNBD
PROC ST
W
PASSISTWGN
DODG87
SAN LUIS AV
030392 0700
1900 RAINNG
DAYLIGHT
CNTL OK BRDSIDE
2 DRVR
33F
HNBO
PROC ST
W
PASSISTWGN
TOYT74
70426 NET
NORM /
/
OTHER MV
2513
MLK BL
1 W SUN
1943 CLEAR
- -
1 HAZ PARKING
1 DRVR
17M
HNBD
UNS TURN
N
PASSISTFGN
CHEV81
OTHER
SANTA FE AV
090692 0210
1900
DRK -LGTS
CNTL OK HIT OBJ
60180 DRY
NORM /
/
FIXED OBJ
2512
MLK BL
78 W FRI
1943 CLEAR
- 2
1 DRVR
22F
HNBD
PROC ST
H
PASSISTWGN
PONT81
1 PASS C
15M
SANTA FE AV
090492 1843
1900
DAYLIGHT
CNTL OK HIT OBJ
1 PASS C
68F
44899 DRY
NORM /
/
FIXED ODJ
2512
MLK JR BL
51 W THU
1943 CLEAR
- 1
1 STOP SGNISIG
1 DRVR
M
IMPU
PROC ST
N
PASS STWGN
OLDS
UNINVLVD VEH 2 DRVR V
24M
STATE
082792 0030
1900
ORK -LGTS
CNTL OK BRDSIDE
2 DRVR
V 24M
HNBD
PROC ST
W
EMERGENCY
CHEV90
44762 DRY
NORM /
/
PARKED MV
3 PRKO
PARKED
W
PICKUPIPAN
FORDB5
2512 253
4 PRKD
PARKED
II
PICKUPIPAN
DOOG77
•
MRTN LUTHR KING BL 85 H WED
1943 CLEAR
- -
1 WRONG SIDE
1 DRVR
37F
HNBD
PROC ST
W
PASSISTWGN
MAZD83
OTHER
ABBOTT RD
061792 1930
1900
OUSKDAWN
NO CNTL HIT OBJ
44899 DRY
NORM /
/
FIXED 00.1
2513
MRTN LUTHR KING BL FOR INTERSECTION COLLISION
DETAILS,
SEE ALAMEDA
i
ALAMEDA
MRTN LUTHR
KING BL
MRTN LUTHR KING BL" 27 E THU
1943 CLEAR
- -
1 IMPROP PASS
1 DRVR
83M
HN9D
PASSING
W
PASSISTWGN
OODG65
ALAMEDA
052892'1745
°1900 1
DAYLIGHT
CNTL OK SIDESWP
2 DRVR
32M
HNBD
RGT -TURN
W
TRUK WITRL
78
44899 DRY
NORM /
/
OTHER MV
2512
-4,
R 12/17/920
REPORT
8. COLLISION LOCATION
DETAI
INVOLVED
PARTY AND VICTIM
DATA
CUMULATIVE 01/0 THRU 09/30/92
ON PRIMARY
RD DIST DR
DAY
LOC WETHRI
K I HR FLT P C F
< * *** * * * * * * *I
N V O L V
E
D P A R
FROM SECONDARY
RD DATE
TIME
NCIC WETHR2
LIGHTING CNTL —DEV TYPCLSN
P
TYPE
I AGE
S D P MOVEMENT
D
V E H I C
SH RT POSTMILE S BADGE
RD —SURF — COND /— COND / —COND PED ACT M V I W
T
N SEX
1
2 PRECEDING
I
T Y P E
LOCAL REPORT
NO DST BEAT
Y
J
COLLISION
R
STATEWIDE CH
* ALAMEDA
I
MON
1943 CLEAR
— — 1 UNSAFE SPEED
1
DRVR
27M
HNBD
PROC ST
A
PICKUPIPAN
IMPERIAL HWY
070692
0950
1900
DAYLIGHT CNTL OK REAREND
2
DRVR
30M
HNBD
STOPPED
W
SCHOOLBUS
18462
DRY
NORM /
/ OTHER MV
2516
ALAMEDA
I
SAT
1943 CLEAR
— 1 1 TOO CLOSE
1
DRVR
C 40M
HNBD
PROC ST
S
PICKUPIPAN
IMPERIAL HWY
072592
1350
1900
DAYLIGHT CNTL OK REAREND
2
DRVR
20M
MAD
STOPPED
S
PASSISTHG14
66618
DRY
NORM /
/ OTHER MV
2516
ALAMEDA
375
S SUN
1943 CLEAR
— — M 1 IMPROP PASS
I
DRVR
HBDU
PROC ST
N
PASSIST14GN
IMPERIAL HKY
011292
0001
1900
DRK —LGTS NO CNTL BRDSIDE
2
DRVR
58F
HNBD
U —TURN
N
PASSISTWGN
73507
DRY
CONST/
/ OTHER MV
2516
ALAMEDA
895
S MON
1943 CLEAR
— 2 1 TOO CLOSE
I
DRVR
V 21M
IMPU
PROC ST
N
PASSISTWGN
IMPERIAL H14Y
091492
0300
1900
DRK —LGTS NO CNTL REAREND
2
DRVR
31M
HNBD
LFT —TURN
N
TRUK WITRL
73507
DRY
NORM /
/ OTHER MV
2512
ALAMEDA
325
N TUE
1943 CLEAR
— — 1 TOO CLOSE
1
DRVR
44M
HNDD
PROC ST
S
PASSISTWGN
INDUSTRY WY
072192
1845
1900
DAYLIGHT CNTL OK REAREND
2
DRVR
34M
HNBD
S
TRUK WITRL
60205
DRY
NORM /
/ OTHER MV
2516
ALAMEDA
I
SUN
1843 CLEAR
— — 2 UNSAFE SPEED
1
DRVR
29M
HNDD
STOPPED
S
PASSISTKGN
LYNWOOD RD
022392
2140
1900
DRK —NO L NO CNTL REAREND
2
DRVR
36M
HBDN
PROC ST
S
PASSISTTVGN
53668
DRY
NORM /
/ OTHER MV
3
DRVR
34F
HNBD
STOPPED
S
PASSISTWGN
2516
ALAMEDA
330
N FRI
1943 CLEAR
— 1 F 1 IMPROP TURN
1
DRVR
M
IMPU
U —TURN
N
PASSISTHGN
LYNW00D RD
050892
1700
1400
DAYLIGHT NO CNTL BRDSIDE
2
DRVR
C 22F
HHDO
S
PASSISTWGH
66587
DRY
NORM /
/ OTHER MV
2516
''ALAMEDA4''L'. '''�I a''-. ON, 19A3�CI,EAR� — 1 I R —O —W AUTO 1 DRVR 71M HMO "M' ; 0831920650,' 1900" �7 DUSKDAYAI CNTL OK BRDSIDE 2 DRVR V 55M HNBD
'+ 99999 DRY NORM / / OTHER MV
2512
LFT —TURN S PICKUPIPAN
PROC ST N PICKUPIPAN
NCIC CA1943 PAGE 6
..
T Y S * + ** V I C T I 1.1 S ..
L E SP OTHER P TYPE I AGE
MAKE INFO ASSOCIATED T N SEX
P YEAR FACTORS Y U '
f
f'
CIIEV89 C
86
TOYT 1 DRVR C 40M
BUIC76
HOND79 •
CHEV83
BUIC76 1 DRVR V 21M
87 1 PASS V 1411
HOND78
88
BUIC76
CHEV74,
TOYT86
•
VOLK80 2 DRVR C 22F
DATS91
CHEV87 2 DRVR V 55Mj4
FORD79
i
v
`rr
i�
:y
r
M
MRTN LUTHR KING BL FOR INTERSECTION COLLISION DETAILS, SEE ATLANTIC AV
ATLANTIC AV MRTN LUTHR KING BL
MRTN LUTHR KING BL 15 E FRI 1943 RAIING - 1 F 1 DRVR ALCIDRG 1 DRVR 21M HBOI
ATLANTIC AV 032092 1200 1900 DAYLIGHT CNTL OK REAREND 2 DRVR C 49M HPBD
• 60311 WET NORM / / OTHER MV
2515
MRTN LUTHR KING BL 145 W THU 1943 RAINNG - 1 M 1 DRVR ALCIDRG 1 DRVR V 26M HBDU
BEECHHOOD AV 032692 1925 1900 ORK -LGTS NO CNTL SIBESWP 2 PRKD
66587 NET NORM / / PARKED MV
2514
MRTN LUTHR KING BL 120 E MON 1943 CLOUDY - - 1 UNSAFE SPEED 1 DRVR 24M HNBD
BENNELL OR 030292 1100 1900 RAINIgG DAYLIGHT NO CNTL SIDESNP 2 PRKD
70426 NET NORM / / PARKED MV 3 PRKD
2513 4 PRKD
5 PRKD
MRTN LUTHR KING BL 195 I WED 1943 CLEAR - - 1 TOO CLOSE 1 DRVR 42M IIN13D
BRENTON AV 052092 2230 1900 DRK -LGTS NO CNTL REAREND 2 DRVR 21M HNbD
74559 DRY NORM / / OTHLR MV
2513
MRTN LUTHR KING BL FOR INTERSECTION COLLISION DETAILS, SEE
BULLIS RD
MRTN LUTHR KING BL FOR INTERSECTION COLLISION DETAILS, SEE
CALIFORNIA AV
BULLIS RD
MRTN LUTHR KING BL
CALIFORNIA AV
1IRTN LUTHR KING BL
SLOWING W PICKUPIPAN VOL K81 UNSAFE SPEED 2 DRVR Om
STOPPED W PASSISTWGN DATS90
PROC ST E PASSISTWGN VOLK73 1 DRVR V 26M
PARKED E PASSISTWGN FORF.87
PROC ST
E TRUCKITRAC
89 IMPROP PASS
PARKED
PASSISTNGN
FORD89
PARKED
RUN 12/17/920
REPORT
8 COLLISION LOCATION
DETA NVOLVED
PARTY AND VICTIM
PARKED
DATA
FORF90
A1943 PAGE'
82
DATS72
STOPPED
CUMULATIVE 01/01/92 THRU 09/30192
01-DS78
ON PRIMARY RD DIST
OR DAY LOC HETHRI
K I HR FLT P C F
N V 0 L V
E
0 P A
R T Y V I C T
I M S
FROM SECONDARY RD DATE
TIME NCIC WETHR2
LIGHTING CNTL -DEV TYPCLSN
P TYPE I AGE S D
P MOVEMENT
D
V E H I
C L E
SP OTHER P TYPE
I AGE
SH RT POSTMILE S BADGE
RO -SURF - COND /- COND / -COND PED ACT M V I W
T N SEX 1
2 PRECEDING
I
T Y P
E MAKE
INFO ASSOCIATED T
N SEX
LOCAL REPORT NO DST BEAT
Y J
COLLISION
R
STATEWIDE
CHP YEAR
FACTORS Y
J
a
MRTN,LUT R KINGS BL 120.E
THU-194iitijiAllf
2 LANE CHANGE
1 DRVR 27M HNBD
PROC ST
W
PASSISTPIGN
FORD74
�`�AL ° AMEDA
070992
1650 1900'
DAYLIGHT NO CNTL SIDESWP
2 DRVR 33M HNBD
CHANG LN
W
PICKUPIPAN
FOPD75
INATTENTION
J 66587
DRY NORM /
/ OTHER MV
' 2512
MRTN LUTHR KING BL FOR INTERSECTION COLLISION DETAILS, SEE ATLANTIC AV
ATLANTIC AV MRTN LUTHR KING BL
MRTN LUTHR KING BL 15 E FRI 1943 RAIING - 1 F 1 DRVR ALCIDRG 1 DRVR 21M HBOI
ATLANTIC AV 032092 1200 1900 DAYLIGHT CNTL OK REAREND 2 DRVR C 49M HPBD
• 60311 WET NORM / / OTHER MV
2515
MRTN LUTHR KING BL 145 W THU 1943 RAINNG - 1 M 1 DRVR ALCIDRG 1 DRVR V 26M HBDU
BEECHHOOD AV 032692 1925 1900 ORK -LGTS NO CNTL SIBESWP 2 PRKD
66587 NET NORM / / PARKED MV
2514
MRTN LUTHR KING BL 120 E MON 1943 CLOUDY - - 1 UNSAFE SPEED 1 DRVR 24M HNBD
BENNELL OR 030292 1100 1900 RAINIgG DAYLIGHT NO CNTL SIDESNP 2 PRKD
70426 NET NORM / / PARKED MV 3 PRKD
2513 4 PRKD
5 PRKD
MRTN LUTHR KING BL 195 I WED 1943 CLEAR - - 1 TOO CLOSE 1 DRVR 42M IIN13D
BRENTON AV 052092 2230 1900 DRK -LGTS NO CNTL REAREND 2 DRVR 21M HNbD
74559 DRY NORM / / OTHLR MV
2513
MRTN LUTHR KING BL FOR INTERSECTION COLLISION DETAILS, SEE
BULLIS RD
MRTN LUTHR KING BL FOR INTERSECTION COLLISION DETAILS, SEE
CALIFORNIA AV
BULLIS RD
MRTN LUTHR KING BL
CALIFORNIA AV
1IRTN LUTHR KING BL
SLOWING W PICKUPIPAN VOL K81 UNSAFE SPEED 2 DRVR Om
STOPPED W PASSISTWGN DATS90
PROC ST E PASSISTWGN VOLK73 1 DRVR V 26M
PARKED E PASSISTWGN FORF.87
PROC ST
E TRUCKITRAC
89 IMPROP PASS
PARKED
PASSISTNGN
FORD89
PARKED
PICK WITRL
DATS89
PARKED
PASS IS PION
CHEV85
PARKED
PASSISTNGN
FORF90
PROC ST
E PICKUPIPAN
DATS72
STOPPED
E PASSISTIGN
01-DS78
MRTN LUTHR KING SL 229 E MON 1943 CLEAR - - 1 DRVR 32M H1480 PARKING W TRUK WITRL 78
CALIFORNIA AV 061592 1020 1900 DAYLIGHT NO CPTTL HIT OBJ
73538 DRY NORM / / FIXED OBJ
2513
JN 12/17/92 REPORT 8 COLLISION LOCATION DETAILS -- INVOLVED PARTY AND VICTIM DATA NCIC CA1943 PAGE 9
CUMULATIVE 01/01/92 THRU 09/30/92
ON PRIMARY RD DIST DR DAY LOG WETHRI K I HR FLT P C F N V 0 L V E D P A R T Y 5 * } <> V I C T I M S
FROM SECONDARY RD DATE TIME NCIC WETHR2 LIGHTING CNTL -DEV TYPCLSN P TYPE I AGE S D P MOVEMENT D V E H I C L E SP OTHER P TYPE I AGE
1 RT POSTMILE S BADGE RD -SURF - COND /- COND / -COND FED ACT M V I W T N SEX 1 2 PRECEDING I T Y P E MAKE INFO ASSOCIATED T N SEX
)CAL REPORT NO DST BEAT Y J COLLISION R S CUP YEAR FACTORS Y J
1LAMEDA 105 S MON 1943
L12 051192 1500 1900
73507 /
2512
ILAMEDA AV I WED 1943 CLEAR
CMPERIAL HWY 042992 1004 1900
73538 DRY NORM /
ILAMEDA „AY MON419g3?CLEAR
&N LLITMR KI14G_ BL 022492 013`196
66618 DRY NORM /
2512
- - M 1 DRVR IMPU
DAYLIGHT NO CNTL HIT OBJ
/ FIXED OBJ
1 IMPROP TURN 1 DRVR 38M HNBD
DAYLIGHT CNTL OK HIT OBJ
/ FIXED OBJ
4 1 STOP SGNISIG 1 DRVR 38M HNBD
DAYLIGHT CNTL OK BRDSIDE 2 DRVR V 34M HNBD
/ OTHER MV
OTHER OTHER
RGT -TURN E TRUK WITRL 81
r 1
LJ
PROC ST N PASSISTWGN
LFT -TURN E PASSISTWGN
ILAMEDA AV I SUN 1943 CLEAR - 1 F 1 DRVR ALCIDRG 1 DRVR 20M HBDI PROC ST S PASSISTWGN
SANTA ANA 041992 2015 1900 DUSKDAFAI CNTL OK REART:NO
20176 DRY NORM / / OTHER MV 2 DRVR 21F HNBD STOPPED S PASSISTNGN
2512
ILAMEDA AV 11 S THU 1943 CLEAR - 1 1 DRVR ALCIDRG 1 DRVR V 38M HEIDI PROC ST N PICKUPIPAN
103 062592 1245 1900 DAYLIGHT CNTL OK HIT OBJ
44899 DRY NORM / / FIXED OBJ
2512
LLAMEDA AV 70 S MON 1943 CLEAR - - 1 R -O -W AUTO I DRVR 46M HNBD STOPPED S PASSISTWGN
L03 071392 1430 1900 DAYLIGHT NO CNTL BRDSIDE 2 DRVR 20M HNBD PROC ST S PICKUPIPAN
60205 DRY NORM / / OTHER MV
2512
ALAMEDA AV I TUE 1943 CLEAR - - 1 IMPROP TURN 1 DRVR 26M HNBD U -TURN W EMERGENCY
L15 020492 1705 1900 DAYLIGHT CNTL OK BRDSIDE 2 DRVR 27M HNBD FROG ST S PASSISTWGN
66618 DRY NORM / / OTHER MV
2512
ALAFfEDA BL I TUE 1943 CLEAR - 1 F 1 UNSAFE SPEED 1 DRVR 21M IMPU FROG ST S PASSISTWGN
IMPERIAL HWY 031792 0500 1900 ORK -LGTS CNTL OK REAREND 2 DRVR C 23M HNBO STOPPED S PASSISTWGN
73507 DRY NORM / / OTHER MV
2512
CHEV88 2 DRVR V 34M
DO0079 1 PASS V 11M
1 PASS C 13M
2 PASS V 23M
FORD78 TOO CLOSE 2 PASS C 26M
INATTENTION
HON092
TOYT91 UNSAFE SPEED 1 DRVR V 38M
BUIC79 VIS OBSCURED
DOME91 UNSAFE SPEED
CHEV90
BUIC79
PONT84
OLDS84
2 DRVR C 23M
+d
• DATE: March 25, 1993
TO: THE HONORABLE CHAIRMAN AND MEMBERS OF THE
TRAFFIC AND PARKING COMMISSION
FROM: Emilio M. Murga, Director of Public Works
John Oskoui, Assistant Director of Public Works O V
SUBJECT: REQUEST FOR AN ADULT CROSSING GUARD -
SAINT EMYDIUS ELEMENTARY SCHOOL, CALIFORNIA AVENUE
PURPOSE:
To recommend that the Traffic and Parking Commission support a
request by Saint Emydius Elementary School for an adult crossing
guard on California Avenue at Norton Avenue, remove uncontrolled
and undesignated crosswalks in front of the school, and implement
additional safety measures.
BACKGROUND:
The Department of Public Works has been contacted by Sister
Mairead Langley requesting the assignment of an adult crossing
guard in front of Saint Emydius Elementary School.
• Staff has completed a traffic study based on the City Council's
Resolution No. 76 -106, Crossing Guard Policy for the City of
Lynwood (see attached).
California Avenue is a collector street intersecting with Norton
Avenue which is also a collector street. This intersection is
controlled by four -way stop with flashing beacons. These streets
have the following characteristics:
1. Description:
A. California Avenue
Right of way width: 85 feet
Curb to curb width: 60 feet
Number of driving lanes: 4
Number of parking lanes: 2
Posted Speed Limit:, 35 MPH
Critical speed limit: 36 MPH
1
Number of driving lanes: 2
Number of parking lanes: 2
Posted Speed Limit: 30 MPH
Critical speed limit: 39 MPH
2. Existing Crosswalks:
o California Avenue at Norton Avenue -
All sides of the intersection except for the south side
have crosswalks. The Suggested Safest Route to
Elementary School Map shows crosswalks on the north and
south side of the intersection only.
o California Avenue at Elizabeth Avenue -
There is an uncontrolled crosswalk on the north side of
intersection. This crosswalk is not included in the
Suggested Safest Route to Elementary Schools map,
however, this map shows a crosswalk at the west side
(crossing Elizabeth Avenue).
• o Norton Avenue (255 feet north of California Avenue) -
There is an existing uncontrolled mid -block crosswalk
which is not a recommended crossing per the Suggested
Safest Route to Elementary Schools map.
3. Accidents:
There have been no accidents involving pedestrians during
the year of 1992 and 1993.
4. Signs:
The school crossing sign, stop ahead school crossing, and
school speed limit sign5are in place on both sides of
California Avenue. School crossing signs are also in place
on both sides of Norton Avenue.
•
2
•
B. Norton Avenue
East of
California
West of
California
Right of way width:
60.5 feet
44 feet
Curb to curb width:
40 feet
35 feet
Number of driving lanes: 2
Number of parking lanes: 2
Posted Speed Limit: 30 MPH
Critical speed limit: 39 MPH
2. Existing Crosswalks:
o California Avenue at Norton Avenue -
All sides of the intersection except for the south side
have crosswalks. The Suggested Safest Route to
Elementary School Map shows crosswalks on the north and
south side of the intersection only.
o California Avenue at Elizabeth Avenue -
There is an uncontrolled crosswalk on the north side of
intersection. This crosswalk is not included in the
Suggested Safest Route to Elementary Schools map,
however, this map shows a crosswalk at the west side
(crossing Elizabeth Avenue).
• o Norton Avenue (255 feet north of California Avenue) -
There is an existing uncontrolled mid -block crosswalk
which is not a recommended crossing per the Suggested
Safest Route to Elementary Schools map.
3. Accidents:
There have been no accidents involving pedestrians during
the year of 1992 and 1993.
4. Signs:
The school crossing sign, stop ahead school crossing, and
school speed limit sign5are in place on both sides of
California Avenue. School crossing signs are also in place
on both sides of Norton Avenue.
•
2
0 0
•
•
ANALYSIS
The City Council Resolution 79 -106, describes conditions and the
warrants for assigning adult crossing guards (see attached copy).
Adult crossing guards normally are assigned where official
supervision of elementary school children is desirable while they
cross a public street or highway, and where the following
warrants are met:
• Stop sign controlled crossings where the vehicular traffic
volume through an undivided roadway of four or more lanes
exceeds 500 vehicles per hour during any period when the
children are normally going to and from school,
• At least 20 elementary school age pedestrians, per hour, for
each of two hours, utilize the crossing on the way to or from
school.
The pedestrian and vehicular traffic volume counts are summarized
below:
A. California Avenue -
o vehicular traffic volume count: 8,800 VPD
• Peak hour vehicular traffic count: 626 vehicles (8 -9 AM)
• Pedestrian counts:
7:00 A.M. - 8:00 A.M. : 53
8:00 A.M. - 9:00 A.M. : 23
2:00 P.M. - 3:00 P.M. : 25
3:00 P.M. - 4:00 P.M. : 91
B. Norton Avenue -
o Vehicular traffic volume count: 4,800 VPD
• Peak hour vehicular traffic count: 336 vehicles
• Pedestrian counts:
Crosswalk east of California Avenue
7:00 A.M. - 8:00 A.M. : 17
8:00 A.M. - 9:00 A.M. : 02
2:00 P.M. - 3:00 P.M. : 24
3:00 P.M. - 4:00 P.M. : 14
Crosswalk west of California Avenue
7:00 A.M. - 8:00 A.M. : 32
8:00 A.M. - 9:00 A.M. : 03
2:00 P.M. - 3:00 P.M. : 13
3:00 P.M. - 4:00 P.M. : 58
3
0
E
• Based on the above data (see attached pedestrian count sheets), for the
crosswalk on California Avenue, the pedestrian count was 53 children
between 7:00 A.M. - 8:00 A.M. and 91 children between 3:00 P.M.
to 4:00 P.M. which is well above the minimum required (20 for each
hour of a two hour period) as specified by the warrants, and since the
vehicular traffic volume of 626 vehicles during peak hours also exceeds
the minimum required number outlined in the warrants (350 vehicles per
hour for each of the two subject hours), the assignment of an adult
crossing guard in front of the Saint Emydius Elementary School at
California Avenue is warranted.
In addition the following improvements are also recommended.
1. The two uncontrolled crosswalks, one on California Avenue (at
Elizabeth Avenue) and the mid -block crosswalk on Norton
Avenue (east of the intersection of Norton Avenue and
California Avenue), which are not designated crosswalks per
suggested safest elementary school route map, should be
eliminated. By eliminating the undesignated crosswalks,
school children crossings will be concentrated on the
designated controlled crossings, therefore, enhancing safety
conditions for them. It is suggested that the school
officials close the access gates on Norton Avenue to
encourage the children to enter and exit the campus utilizing
the designated crosswalks at the intersection.
• 2. Install a cross walk at west side of the intersection of
Elizabeth Avenue and California Avenue (across Elizabeth
Avenue) as per Suggested Safest Routes to Elementary Schools.
3. Update the suggested safest school route map to include the
existing crosswalks at the east and west side of the
intersection of California Avenue and Norton Avenue. Also,
the crosswalk at the south side of the intersection which is
shown in the map but is not needed and does not exist.
4. Staff also recommends that as a part of the Office of Traffic
Safety (OTS) Elementary School Traffic Safety Education
Program grant, the City and school officials set up and
implement an educational program for the school children and
their parents.
5. Staff recommends that the Sheriff's Department conduct a
selective enforcement program for speeding vehicles and
jaywalkers.
•
4
• 6. Staff has observed that in the afternoon the majority of
parents picking up the children in their vehicles, drive into
the parking lot on California Avenue and will exit the
campus either at California Avenue or Norton Avenue. School
officials should consider also opening the gates in the
morning hours to allow the parents to access the parking lot
to drop off their children inside the campus.
RECOMMENDATION
Staff recommends that the Traffic and Parking Commission support
a request for adult crossing guard in front of Saint Emydius
Elementary school on California Avenue and implement the
additional listed improvements as recommended by staff.
T05 -295
•
•
9
T
•
SAIA EMYDIUS SCHOOL
10990 California Avenue
Lynwood, California 90262
(213) 635 -7184
February 25, 1993
•
To Whom It May Concern
This is my second request to the City of Lynwood for a crossing guard outside our
school on Nonon Avenue. A crossing guard wiii be needed daily from 7:uu a.m. ro 6:15 a.m.
and 2:00 p.m. to 3:15 p.m., Monday through Friday
It is expedient that we have a crossing guard in the above area before we have a
serious accident.
Thank you in anticipation and knowing that you are also concerned for the safety of
our Lynwood children.
Sincerely,
Sister Mairead Langley,
Principal
SMUth
C: Gail Blade
Mayor Richards
Frr0c' M r t„r•
L.A. County Sheriff
MAR 0 3 1993
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LYNWOOD ELEMENTARY
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.11 0p " ,* � o3 -1a�3 D ATE
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FORM -2
TRAFFIC COUNTING MANUAL
W T. Emrcgv
15 MINUTE
TUNING MOVEMENTS
:ADE BYp_L` DATE _ > 1 0_g3_
CHECKED 13Y-- DATE----
PIED 4
CAL) k r-N p r+%r
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LOCATION
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TRAFFIC COUNT z m
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- FORM ,TC -2
TRAFFIC COUNTING MANUAL
•15 MINUTE
TURNING MOVEMENTS
�ADE BY_!'L _OATE_L
CHECKED BY----- DATE---------.
C PEO
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FORM. TC -2
TRAFFIC COUNTING MANUAL
*• 2� 4 1 - rDDlv11 SUloaL
15 MINUTE
TURNING MOVEMENTS
LOCATION
r
WEATHER -tU4bY
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TRAFFIC COUNTING MANUAL
• 16 MINUTE
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�• S7• EMY��vs ScrfvDL
LOCATION
Nog -ro N � C -l" L
WEATHER '"?&Y
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SCHOOL CROSSING GUARDS
POLICY
CITY OF LYN WOOD
GENERA
In the City of Lynwood, the Lynwood Unified School District
(LUSD) is the governmental agency with the most direct knowledge
of the 'Safest Routes to School which school students travel
to and from school. When the LUSD determines the use of a
school crossing guard would be des - ireable, along the safest
route -to school. and -when it believes the criteria for school
crossing -guard plaeement set -forth in this policy are being
met, -it shall -cause the Gity- Engineer to -be so notified.
The City Engineer will, based -upon such notice from the
LUSD, conduct a traffic engineering study to determine if the
criteria set forth in this policy is met and then the City
Engineer shall apply this policy accordingly.
Adult crossing guards normally are assigned where official
supervision of elementary school children is desirable while
they cross a public street or highway, and at least 20 elementary
school age pedestrians per hour for each of two hours utilize
the crossing on the way to or from school. 1,henever the
critical approach speed exceeds 40 miles per hour, the warrants
for rural conditions should be applied. Adult crossing guard
protection shall be warranted under the following conditions:
A. UNCONTROLLED CROSSINGS ON THE SUI
ROUTE TO SCHOOL:
• 1. Where there is no controlled
feet of the location where a
crossing guard is made. For
A controlled intersection is
-1-
;GESTED SAFEST
Intersection within 600
request for an adult
the purpose of this warrant,
defined as:
12
The recommended policy for the assignment of adult crossing
guards as herein specified applies only to school crossings
serving elementary school children. This measure is a supple—
mental technique and not a traffic control device as defined
in the California Vehicle Code.
An adult crossing guard should be considered as an appropriate
•
traffic control measure at a school crossing when:
1. Special problems exist whereby it is deemed necessary to
assist the children across a street, such as at an unusually
complicated intersection or at a controlled intersection
where there are heavy vehicular turning movements and
high vehicular speed.
2. A change in the school crossing is imminent but present
conditions require school crossing supervision for a limited
time and it is not feasible to install another form of
control for this temporary period.
3. The warrants for the installation of a traffic signal are
not met.
IL WARRANTS FOR ASSIGNING ADULT CROSSING GUAR
Adult crossing guards normally are assigned where official
supervision of elementary school children is desirable while
they cross a public street or highway, and at least 20 elementary
school age pedestrians per hour for each of two hours utilize
the crossing on the way to or from school. 1,henever the
critical approach speed exceeds 40 miles per hour, the warrants
for rural conditions should be applied. Adult crossing guard
protection shall be warranted under the following conditions:
A. UNCONTROLLED CROSSINGS ON THE SUI
ROUTE TO SCHOOL:
• 1. Where there is no controlled
feet of the location where a
crossing guard is made. For
A controlled intersection is
-1-
;GESTED SAFEST
Intersection within 600
request for an adult
the purpose of this warrant,
defined as:
12
•
•
0
(Cont'd f• II) •
(a) -.- - controlled by either
traffic signals or stop signs on the street
across which adult crossing guards will
be used.
(b) An intersection where a pedestrian tunnel,
bridge or other adequate protection exist.
2. Under urban conditions where the vehicular
traffic volume exceeds 350 during each
of Fny two hours during which 20 or more
school children normally cross while
traveling to or from school.
(b) Under rural conditions where the vehicular
traffic volume exceeds 300 during each
of any two hours during which 30 or more
school children normally cross while
traveling to or from school.
B. STOP SIGN CONTROLLED CROSSINGS
Where the vehicular traffic volume on undivided
roadways of four or more lanes exceeds 500 per hour
during any period when the children are normally
going to or from school.
C. SIGNAL - CONTROLLED CROSSINGS
1. Where the number of vehicular turning movements
through the crosswalk where children must cross
exceeds 2-, - , 1.. --- ' - Te ^_•''
to or from school.
2. Where there are extenuating circumstances not
normally experienced at a signalized intersection
such as crosswalks more than 80 feet long with
no median refuge area, or an abnormally high
percentage of commercial vehicles with operating
characteristics substantially different from
' those of the passenger vehicle.
12
-2-
.. -q
L
RESOLUTION NO. 79 -106
•
A RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF LYNWOOD ADOPTING A SCHOOL CROSSING
GUARDS POLICY FOR THE CITY OF LYNWOOD
WHEREAS, the City Council of the City of Lynwood
recognizes the desireability for school crossing guards at certain
locations and
WHEREAS, the City Council of the City of Lynwood
recognizes the desireability to establish a policy by which school
crossing guard locations can be ascertained on a standard basis
NOW, THEREFORE, BE IT RESOLVED APPROVED, AND ADOPTED
by the City Council of the City of Lynwood that
SECTION 1: The "School Crossing Guard Policy for
the City of Lynwood " attached hereto and made a part by this
reference as exhibit "A" shall constitute the policy of the
City of Lynwood.
SECTION 2 The City Engineer is hereby directed to
implement the "School Crossing Guard Policy for the City
•
of Lynwood" wherever and whenever desireable to investigate the
necessity for school crossing locations in the City.
PASSED, APPROVED, AND ADOPTED this 18th day
Of Dpremhpr . 1979.
E.L. AI lfayor
City of Lynwood
ENE COFFE C t C rk
• City of Lynwood
..
DATE: March 25, 1993
TO: THE HONORABLE CHAIRMAN AND MEMBERS OF THE
CITY OF LYNWOOD TRAFFIC AND PARKING COMMISSION
FROM: Emilio M. Murga, Director of Public Works / ` p`
John Oskoui, Assistant Director of Public Works/ -�(� v
SUBJECT: PARKING STUDY
AGNES AVENUE FROM ATLANTIC AVENUE TO MURIEL DRIVE
E
•
PURPOSE:
Staff recommends that the Traffic and Parking Commission review
parking conditions along Agnes Avenue from Atlantic Avenue to
Muriel Drive and select one of the options as recommended by
staff.
BACKGROUND:
Staff has received a request from Councilman Heine to review the
on- street parking conditions along Agnes Avenue from Atlantic
Avenue to Muriel Drive and evaluate the feasibility of providing
angle parking on both sides of the street to increase the number
of available on- street parking.
Staff has conducted a parking study that included a resident
survey (see attached).
Staff has also concluded a preliminary inspection of the
properties along both sides of Agnes Avenue and found that the
majority (see attached) of garages have either been converted or
are being used for other purposes other than parking cars.
Agnes Avenue is a collector street and from Atlantic Avenue to
Muriel Drive has the following characteristics:
Right -of -Way Widths: 80 feet
Curb to curb: 60 feet
Average daily traffic: 5,000 - 6,000 vehicles per day (estimated)
Parking restrictions: Street Sweeping:
North side: Thursdays, 6 a.m. to 8 a.m.
South side: Fridays, 4 a.m. to 6 a.m.
ANALYSIS:
Generally, parking at an angle to the curb provides more parking
per unit of curb length than does parallel parking. In the
particular case of Agnes Avenue, staff's analysis (see attached)
shows that presently, there are 115 spaces available for parallel
parking on both sides of the street. By providing angle parking
at 60 degrees, this number will increase by 10 spaces.
1
0
• Results of Resident Survey
residents were in agreement
problems and were in favor
showed that the majority of the
that they have on- street parking
of angle parking.
Several studies have found angle parking to be more hazardous
than parallel.* Studies have shown that a 45 degree angle
parking along both sides of an 80 feet wide street will affect
the entire street width. The angle parked vehicles occupy nearly
15 feet of space and their back -out operation direction affects
an additional 12 to 15 feet. This can cause rear -end accidents
between through traffic and cars maneuvering out of a parking
space.
The principal hazard in angle parking is lack of adecuate
visibility for the driver during the back -out maneuver.
Additional hazards result from the drivers who stop suddenly upon
seeing a vehicle ahead in the process of backing out.
In addition, the successful operation of angle parking
arrangement will require an extensive parking enforcement.
Presently, there are only two City parking officers -o cover the
entire City. The parking enforcement program does not include
weekends when the angle parking would be utilized ex=ensively.
Staff has identified the following options to address the parking
concerns on Agnes Avenue:
• 1. Maintain the existing arrangement of on- street parallel
parking, and through an education/ enforcement program,
encourage the residents /owners to utilize their Garages.
2. Change street sweeping hours to mid -day hours, as a
part of Citywide change of street sweeping hours. A City
wide study looking into the possibility of switching street
sweeping hours from early morning to late morninc will be
completed in the future.
3. Install 60 degree angle parking (see attached plan). In
order to implement this option, approximately 300 feet of
curb and gutter (presently there is no curb and cutter) at an
approximate cost of $500 need to be installed. in addition,
restriping of the roadway will cost approximately
$2,000. The striping would need to be maintained every two
years for an approximate cost of $1,200.
Staff recommends implementation of option one. Angle parking
arrangement will probably increase the number of accidents and
will only add a limited number of on- street parking space at a
reasonably high cost.
• * Refer to Traffic Engineering Handbook, 4 th. Edition, page 231
2
REC OMMENDATION:
Staff recommends that the Traffic and Parking Commission review
parking conditions along Agnes Avenue from Atlantic Avenue to
Muriel Drive and select one of the options as recommended by
staff.
•
T07 -260
•
City o f LYNWOOD
r4 019 '1Aeeting CAnPPe09os
11330 BULLIS ROAD
LYNWOOD, CALIFORNIA 90262
(310) 603 -0220
RESIDENT SURVEY
PARKING CONDITIONS ON AGNES AVENUE
(between Muriel Drive and Atlantic Avenue)
CLOW
This survey is being conducted to gather the oni ^ion of area
residents in response to complaints of lack of street parking
during street sweeping hours.
Do you feel that a parking problem exists during street sweeping
hours?
Yes No
What type of parking would you rather have on the street (see
attached)?
• ❑ Parallel Parking (existing)?
C] Diagonal Parking?
Comments:
Name:
Address
Phone:
Signature:
•
TO? -225
Best time to call:
Date:
Cite of IYNWOOD
(;ity v lAeeting �;I�aPPenges
11330 EULLIS P.OAD
LYNWOOD CALIFO�NiA 90262
(310) 603 -022,
ENCUESTA DE VECINOS
SOBRE LAS CONDICIONES DE ESTACION ?LMIENTC EN LA AVENIDA AGNES
(entre Mur_el Drive y la Avenida Atlantic)
Esta encuesta esta siendo realizada para reunir las opiniones de
los vecinos en referencia a recientes quejas recibidas por la
falta de estacionamiento en la call '-e durarte horas de barrida de
calle.
LCree Ud. que existe un aroblema de estacionamiento en la calle
durante las horas que pasa la barredora?
Si No
� ue clase de estacionamiento sera mas adequado para resolver el
roblema?
Estacionamiento Paralelo (existente)?
Estacionamiento Diaconal?
Comentarios:
Nombre:
reccion:
_eleforlo:
ISe;or hora pa llamarle:
_r::�a . recha:
MOW
SOBRE LAS CONDICIONES DE ESTACION ?LMIENTC EN LA AVENIDA AGNES
(entre Mur_el Drive y la Avenida Atlantic)
Esta encuesta esta siendo realizada para reunir las opiniones de
los vecinos en referencia a recientes quejas recibidas por la
falta de estacionamiento en la call '-e durarte horas de barrida de
calle.
LCree Ud. que existe un aroblema de estacionamiento en la calle
durante las horas que pasa la barredora?
Si No
� ue clase de estacionamiento sera mas adequado para resolver el
roblema?
Estacionamiento Paralelo (existente)?
Estacionamiento Diaconal?
Comentarios:
Nombre:
reccion:
_eleforlo:
ISe;or hora pa llamarle:
_r::�a . recha:
1 1 •
E
U
r�l
I II Ci
I I I
�O
- PARAIIEI PARKING
® (ESTACIONAMIENTO PARAAIEIO)
C
n
i
DIAGONAL PARKING
(ESPACIONAMIENTO DIAGONAI)
E
0
• Agnes Avenue Parking Study
(between Atlantic Avenue and Muriel Drive)
Resident Survey
0
Address
Action
Returned
Comments
Parking
Preference
no
4121 Agnes Avenue
left at door
1
0
Diagonal
4123 Agnes Avenue
accepted
1
F1
0
Diagonal
4127 Agnes Avenue
left at door
0
1
no one home
4135 Agnes Avenue
accepted
1
0
Diagonal
4139 Agnes Avenue
accepted
1
0
Diagonal
4141 Agnes Avenue
left at door
1
0
Dia onal
4145 Agnes Avenue
left at door
0
1
no one home
4147 Agnes Avenue
accepted
0
1
no one home
4149 Agnes Avenue
accepted
0
1
no one home
4150 Agnes Avenue
left at door
1
0
Parallel
4151 Agnes Avenue
accepted
1
0
Diagonal
4155 Agnes Avenue
left at gate
1
0
Dia onal
4157 Agnes Avenue
left at door
1
0
Diagonal
4160 Agnes Avenue
left at door
1
0
Diagonal
163 Agnes Avenue
164 Agnes Avenue
4165 Agnes Avenue
accepted
accepted
accepted
1
1
1
0
0
0
Diagonal
Diagonal
Diagonal
4167 Agnes Avenue
accepted
1
0
Diagonal
4169 Agnes Avenue
accepted
1
0
Parallel
4170 Agnes Avenue
left at door
1
0
Parallel
4171 Agnes Avenue
accepted
1
0
Diagonal
4200 Agnes Avenue
left at door
1
0
Dia onal
4201 Agnes Avenue
accepted
1
0
Parallel
4204 Agnes Avenue
left at door
0
1
no one home
4206 Agnes Avenue
accepted
1
0
Parallel
4208 Agnes Avenue
accepted
0
1
no one home
4209 Agnes Avenue
left at door
1
0
Diagonal
4212 Agnes Avenue
accepted
1
0
Diagonal
4214 Agnes Avenue
left at door
1
0
Diagonal
4215 Agnes Avenue
left at door
0
1
no one home
4216 Agnes Avenue
accepted
1
0
Diagonal
4217 Agnes Avenue
left at door
1
0
Diagonal
4218 Agnes Avenue
accepted
1
0
4219 Agnes Avenue
accepted
1
0
Parallel
4222 Agnes Avenue
left at door
0
1
no one home
4223 Agnes Avenue
accepted
1
0
Diagonal
4232 Agnes Avenue
left at door
0
1
no one home
4233 Agnes Avenue
accepted
1
0
Parallel
234 Agnes Avenue
accepted
0
1
no one home
240 Agnes Avenue
accepted
1
0
Parallel
4241 Agnes Avenue
accepted
1
0
Diaclonal
P WENG /MISC /SURVEY.XLS
s •
Agnes Avenue
left at door
0
1
no one home
4244 Agnes Avenue
accepted
1
0
Diagonal
245 Agnes Avenue
accepted
1
0
Diagonal
4248 Agnes Avenue
t
accepted
1
0
Parallel
4249 Agnes Avenue
accepted
1
0
Diagonal
4250 Agnes Avenue
left at door
1
0
Diagonal
4251 Agnes Avenue
left at door
0
1
no one home
Diagonal
4 4242
252 Agnes Avenue
accepted
1
0
4254 Agnes Avenue
accepted
0
1
no one home
Diagonal
4255 Agnes Avenue
accepted
1
0
4264 Agnes Avenue
accepted
1
0
Parallel
4265 Agnes Avenue
accepted
1
0
Diagonal
4266 Agnes Avenue
accepted
1
0
Diagonal
4269 Agnes Avenue
accepted
0
1
no one home
Diagonal
4270 Agnes Avenue
accepted
1
0
Diagonal
4272 Agnes Avenue
left at door
1
0
Diagonal
4275 Agnes Avenue
accepted
1
0
Diagonal
4276 Agnes Avenue
accepted
1
0
Diagonal
4277 Agnes Avenue
left at door
1
0
Diagonal
4278 Agnes Avenue
accepted
1
0
Diagonal
4279 Agnes Avenue
accepted
1
0
Parallel
4283 Agnes Avenue
accepted
1
0
Diagonal
4285 Agnes Avenue
left at door
0
1
no one home
4300 Agnes Avenue
accepted
1
0
Parallel
4301 Agnes Avenue
accepted
0
1
no one home
4304 Agnes Avenue
accepted
1
0
Diagonal
305 Agnes Avenue
accepted
1
0
Diagonal
307 Agnes Avenue
accepted
1
0
Diagonal
4308 Agnes Avenue
left at door
0
1
no one home
4313 Agnes Avenue
accepted
1
0
Parallel
4314 Agnes Avenue
accepted
1
0
Diagonal
4315 Agnes Avenue
accepted
1
0
Diagonal
4316 Agnes Avenue
accepted
0
1
no one home
4319 Agnes Avenue
left at door
1
0
Diagonal
4321 Agnes Avenue
accepted
1
0
Diagonal
4322 Agnes Avenue
accepted
1
0
Diagonal
4324 Agnes Avenue
accepted
0
1
no one home
4334 Agnes Avenue
accepted
0
1
no one home
4338 Agnes Avenue
accepted
1
0
Diagonal
Sub -total 60 20 Percentage for Diagonal
78.33 %
Total 80
Percentage for Parallel
Percent Response 75.00 % 21.67 %
Percent Non- Response 25.00 %
Percentage of Residents for Parking Problem:
88.33 %
O entage of Residents Against Parking Problem
11.67 %
P.NENG /M ISC /SURVEY.XLS
S ES AVENUE PARKING STUDY •
AVAILABLE PARKING SPACES
A. Parallel Parki
Linear curb feet available for parallel parking:
• North side of the street = 1200 feet
• Length of parking space = 20 feet
• Number of Available Parking Spaces = 1200 ft. /20 ft. = 60
o South side of the street = 1100 feet
• Length of parking space = 20 feet
• Number of Available parking spaces = 1100 ft. /20 ft. = 55
Total Parallel Parking Spaces Available = 115
B. Angle Parking (60 degrees)
Linear curb feet available for angle parking:
o * North side of the street = 660 feet
o Length of parking space = 11 feet
o Number of available parking spaces = 660 ft. /11 ft. = 60
o * South side of the street = 715 feet
o Length of parking space = 11 feet
. o Number of parking spaces available = 715 ft. /11 £t. = 65
Total Angle Parking Spaces Available = 125
* Notes:
o Due to visibility problems, angle parking will be restricted
from Atlantic Avenue to First Avenue on the north side of
the street.
o Due to the narrow width of the street from Thorson Avenue
to Muriel Drive angle parking can only be provided on the
north side of the street.
T07 -263
•
• •
AGNES AVENUE PARKING STUDY
Utilization of Garages Survey
North side of the street:
• Utilizing garages for parking vehicles 1
• Possible garage conversions : 17 *
• Possible other uses (storage, etc,) : 12
• Can not determine by preliminary inspection : 9
Total : 39
South side of the street:
• Utilizing garages for parking vehicles : 2
• Possible garage conversions : 15 *
• Possible other uses (storage, etc,) : 12
• o Can not determine by preliminary inspection : 1
Total : 30
* Notes:
Can be determined by Code Enforcement inspection.
T07 -264
•
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®' 2(,` LYNNWOOD CITY CODE
7 -20.8 Angle parking; Signs.
a. Whenever any provision of this Code or other ordinance or resolution of the Citv
designates and describes any street or portion thereof upon which angle parking shall be
permitted, the City Traffic Engineer shall mark or sign the street indicating the angle at which
vehicles shall be parked.
9
b When signs or markings are in place indicating angle parking as provided in f
paragraph a., no person shall park or stand a vehicle other than at the angle to the curb or edge
of the roadway indicated by the signs or markings.
(Code 1972 §19 -107)
F
State law reference: Authority of the city to provide for angle parking. Vehicle Code,
§22503.
7 -20.9 Marking of Parking Spaces. The City Traffic Engineer is authorized
to install and maintain parking space markings to indicate parking spaces adjacent to curbings
where authorized parking is permitted. When parking space markings are placed in the
highway, subject to other and more restrictive limitations, no vehicle shall be stopped, left
40 standing or parked other than within a single space unless the size or shape of such vehicle
makes compliance impossible. (Code 1972 §19 -108)
7 -20.10 Parking in Excess of Seventy -Two (72) Hours Prohibited.
No person who owns or has possession, custody or control of any vehicle shall park the
vehicle upon any street or alley for more than a consecutive period of seventy-two (72) hours.
(Code 1972 §19 -109)
7 -20.11 Parking on the Left -Hand Side Of Roadways.
a. Subject to other and more restrictive limitations, a vehicle may be stopped or
parked within eighteen (18 ") inches of the left -hand curb facing in the direction of traffic
movement upon any one -way street unless signs are in place prohibiting such stopping or
standing.
b In the event a highway includes two (2) or more separate roadways and traffic is
restricted to one (1) direction upon any such roadway, no person shall stand or park a vehicle
upon the left -hand side of the one -way roadway unless signs are in place permitting such
standing or parking.
c The City Traffic Engineer is authorized to determine when standing or parking
shall be prohibited upon the left -hand side of any one -way street or when standing or parking
722
Rich ?i'de of Commerce
Being Dammed Up on Land
Ports require overhaul of vital transit link to downtown L.A depots
•
•
hich infrastructure projects have the
highest priority in Southern Califor-
nia? Since candidate Bill Clinton
promised to increase federal spending for public
works as a way to stimulate the economy, that
question has sent agency administrators and
interest groups scurrying to compile lists of
long - delayed projects that need funding.
But the here - today, maybe -gone- tomorrow
prospects-for a large influx of federal fonds
should prompt an effort of a slightly different
sort. Rather than finding projects to match
whatever funds Congress finally authorizes,
local leaders should in-
stead seek consensus on
regional needs first and
then look for funding —
from available federal as
well as state, local and
private sources.
One clear and pressing
need is major improve-
ment in the movement of
goods to and from local
ports along the Alameda Corridor. The Alameda
Corridor is the major rail route that links
downtown Los Angeles with the harbor area, so
named because it runs roughly .parallel to
Alameda Street.
The Alameda Corridor is an indispensable
link in the movement of goods and services in
and out of California. While the adjacent ports
of Los Angeles and Long Beach'liandle more
containers than any other port in the United
States —and with 21st - Century efficiency —the
pace on land slows considerably The cargo
transit system along the Alameda Corridor, is
needlessly inefficient and slow
.:;r- About. half of the 2.2 million containers
transferred onto or off a ship at the two ports in
1991 left or returned by rail. Most of those
containers are transferred between ships and
rail cars by truck.
One of the rail lines operates out of a terminal
four miles from the harbor; the other two rail
terminals are near downtown, more than 20
miles from the harbor
Most of the existing routes are not grade -sep-
arated, meaning that mile -long freight trains
must stop frequently as they move slowly
through congested urban and industrial neigh -
borhoods, reaching a top speed of 20 m.p.h. but
often crawling along at 10 m.p.h., until they
arrive at transfer depots for interstate truck and
train lines.
Many of the remaining containers move to
and from the port by truck along the Long
Beach and Harbor freeways, already heavily
congested with other commercial traffic and
with commuters.
Together the two ports already generate
19,000 truck trips and 25 train movements per
day By the year 2020, truck traffic is projected
to increase to a mind - boggling 49,000 daily trips
and 90 daily train movements.
This traffic contributes enormously to region-
al freeway congestion and, unless alleviated,
could easily undermine the competitive advan-
tage our fair - weather
ports have over Seattle
and Oakland.
That's why the Alame-
INVESTING IN da Corridor Transporta-
CALIFORNIA tion Authority (ACTA),
An which includes represen-
infrastructure tatives from local govern -
strategy ments along the route, last
month wisely approved
long- discussed plans to
consolidate much of the rail traffic from the
three existing lines onto a single rail corridor
between the ports and central terminal facilities
near the Vernon area in Los Angeles.
Much of the proposed 20 -mile -long track will
be submerged in a trench below street level.
Grade separation, with bridges for cars, will
alleviate much of the street congestion caused
by the existing rail lines and permit non -stop
travel to and from the ports.
Two big hurdles remain before construction
can begin. First, the three railroads that use
existing corridor lines —Santa Fe, Southern
Pacific and Union Pacific —must reach agree-
ment with port officials on sale of their right of
way
In these negotiations the railroads, known to
drive a hard bargain, should remember that it is
in their best long -term interests to agree to a
reasonable price for the right of way
The second hurdle is financing. ACTA esti-
mates that the project will cost close to $1.8
billion, excluding purchase of the right -of -way
property The authority expects to use a
combination of federal, state, county, port and
private funds. The federal government may
cover about half of the total cost some of those
funds may come from President Clinton's
proposed "investment plan."
Improvement of the Alameda Corridor rail
line is a pressing regional priority
Los Ar%5elesTrA e s
ttonor Tharp Sri qqS
0
Flywheel Tdea Ge
■ Technology: Honeywell and a small
Washington firm set out to develop an.
alternative to conventional batteries to
power electric cars.
- ByRUDY ABRAMSON
TIAi ES STAFF WRITER
' WASHINGTON— Banking on Space Age technolo-
gy to make an old engineering concept practical, a
small Bellevue, Wash., company and Honeywell Corp.
-have set out to develop a flywheel system as an
alternative to chemical storage batteries to power
electric cars.
` Officials of American Flywheel Systems, which
fiblds a patent on a flywheel system for generating
''electricity, said that their joint venture with Honey-
_ well should lead to a prototype within a year and
- vehicle tests 12 to 14 months thereafter.
,. Long involved in the U.S. space program, Honey -
. well has designed and produced spinning flywheels
hat have stabilized orbiting satellites for years.
+f The idea of using such technology to provide
electricity for automobiles goes back more than two
- :decades. Early tests in Europe showed the notion to be
4 impractical, and critics over the years have maintained
that the future of - the idea lies in possible hybrid
vehicles, where the flywheel would be used in
• combination with chemical storage batteries.
I But in announcing the joint venture with Honeywell
Tuesday, American Flywheel Systems Chairman Ed-
ward Furia said that new, lightweight, composite
materials and magnetic bearings will make it possible
to design a system that will be more efficient than
- u'=ylhehtical batteries.
1 ':Itontafned in a vacuum housing, an assembly of
nine -inch flywheels weighing 600 pounds could drive
ec h' .,.
•
B ack on Track
a car up to 400 miles between rechargmgs, he said.
Electricity from an outside source would be used to
spin the flywheels up to about 200.000 revolutions per
minute. Operating on frictionless bearings within a
square -foot vacuum housing, they would drive a small
vehicle about the same distance a tank of gasoline now
carries a conventional passenger car
Furia, a former official of the U.S. Environmental
Protection Agency, predicted that a small flywheel -
powered car would outperform the battery - powered
Impact now planned by General Motors.
If Honeywell Is successful in producing a powerful
compact flywheel system, Furia said he would hope to
demonstrate "sporty, perhaps dazzling acceleration"
to show critics that "it is not a glorified golf cart."
Four decades ago, buses in Switzerland were
powered by huge steel flywheels, but they never
achieved wide acceptance because they had to be
recharged at frequent stops.
Aside from making it possible to build smaller,
lighter, more efficient systems, officials of American
Flywheel Systems said that new composite materials
are safer. Debris from the breakup of a wheel could be
contained within the system's housing rather than
producing dangerous shrapnel, as might be the case
with a steel wheel.
A flywheel system, participants in the project
contend, would also be environmentally preferable to
a conventional storage battery system.
Promoters of the project include Elliot L. Richard-
son, the former attorney general and secretary of
defense; James R. Schlesinger, the former defense
secretary and energy secretary, and Michael Deland,
who served as chairman of the Council of Environ-
mental Quality in the Bush Administration.
Although dreamed of for decades, the quest for a
practical electric car has gained unprecedented impe-
tus because of California's requirements for non -pol-
luting vehicles in its war against smog.
•
L oy Rn�e,les�T'l mss
11'1 rc �lo� {q°i3
' Plea 'ie VRF W, IT'
Toug er, ul s
for Teen,;; Age
.". . n
Drivers Sou fit
By ROBERT W STEArART'
TIMES STAFF WRITER
-,'
WASHINGT9N— States " ihduld
restrict 'night 8 VIng by teen-
agers and toughen alcohol laws to
reverse the growing Incidence of
traffic accidents involving young
drivers, the federal agency respon-
aible for promoting highway safety
said Tuesday.
The National Transportatlon. ;
Safety Board, in a letter to be seni <'
next week to all 50 governors, said
a that4 @en a ere•haye easy. access to
a1cbh0l'`a nd'liii''. te3a"'Experienced
than older drivers and more prone
to take risks behind the wheel.
"Younger, drivers are overrepre.
sented In'traffic crashes and
deaths;" the board daid jbe agen-
cy noted that people under 21, years
of age make up 7.1.7, of all licensed
__ Please see JUYE, -A1Z_ '
er Rules for Teen -Agers ;
and dramatically increase
account for 15 %'f, all'" drJ4fre' arrested'fglitiikdrlflg:In`gdi-
fatalities. ; z r; "
!,�+ �.: j,; : j
pass
tlon, states should pasa'new flaws
,Id California, 1,004 driVeri;undetl
that specifically make it a crime for
21 'Were; killed'in traffic accidents
a minor to misrepresent his or her
In 1991; latest year for which 1 '
age or present false identification
nationwide- statistics are available. ;
at a liquor store.
That total was the highest in the
nation, said Alan Pollock, a spokes=
Currently, ,15 states, including
man for the traffic aafety agency
California, set a' lower blood alco-
hot level for minors, but only flue ;
czn the early.31980dtthe board led
e'Tight fo +i1is'11% drinking age
states have set the level at zero:"
to 21;' Pollock said. "That hap-
"Lower blood alcohol content
pened and deaths went down. But ,;,
makes very , good sense," Brian
since 1987, the figure has, been��'`'-
"O'Neill, president of ;the Insurance
creeping up again and the board
Ipatitute for Highwgy'Safety, told.'
decided to take another look.at the
Reuters news agency, "You could
problem:' ,'+ti }" t' .:1 ; .
The NTSB'estimates that;
•
argue for zero [blood:ajcoholrcon-
tent] since they ,shouldn't be
federal law requiring states t6ialsdrinking
at all."
their legal drinking age to 21 or
In addition to restricting night -
risk losing f Q deral highway aid
time driving by teen - agers, the
saved 12,000 lives:: But loopholes
safety board said that states should
and lax enforcement of alcohol
create provisional licenses: that
laws led the agency to make addi=
would require one or two years of
tional recommendations on'Tues -,z ''accident
-tree driving befo
young driver could receive a per -
t1ay, Pollock said,
manent license.
peci6cally, theagency aaid than;; "' c otes
;'The board's ; ,experience,�indi-
'
S Z6PeWs
that the most effective com
states should enact on'`
night -time driving, especially bc-
binatlon is tough, fair laws and
g
tween midnight and 5 a.m., by
vigorous enforcement combined
"Young novice drivers" of 16 or 17.
with an intensive, targeted educa-
Pollock noted that New York bans
tional campaign," Pollock said.
driving by those under 18 after 9 :
That enforcement should include
p.m. While youths under 21 do
stringent measures against liquor
about 20 % of their driving at night,,
vendors who violate the law by
about 50% of the fatalities involy-
selling to minors, the board said.
ing young drivers occur after. dark.
- --
In addition, states should adopt a,
"zero tolerance" policy for blood
alcohol content in drivers under 21
years old: The laws should include
the Immediate loss of a driver's
license by any teen -agers found to
have even trace amounts of alcohol
in their. systems. Adult limits range
f'
from 0.08 %, to 0.10% in most
.A -, study by the U.S. Public
Health Service, for example, found
that laws banning, alcohol con-
sumption by,:those under 21 have
little effect because state laws are
repleieTvith "loopholes,`.laxity and.
lip service."
nother,,study of teen-age
drinking4 cited by the board
indicated that 44 % of male high
school seniors and 28 % of female
high schooi's'eniorsieaid 'at
had taken five or more drink
single; sitting within _ .,ast
'month:"
In general - California, has done a'
good job of drifting laws to prevent
alcohol abuse• by teen - agers, said.
Barry M; SWeeWer, director of they
board's Office •of Safety .Recorn
mendations. "But the state needs tot
tune up its program with zero;
alcohol content and night -timel
driving restrictions," Sweedler
added.
Although California bars anyone
under 21 from purchasing alcohol,
it permits drivers under 18. to
'operate a motor vehicle if they,
have a blood alcobbl'content of less
than 0,059'0; ttiesafety board said...
The.;board does not have.
power to impose rules on to e.
drivers but Its reports in the'past
have prompted state Legislatures,
and public interest groups to take)
action.
-/
states. r, ^':.
States also should step up en- A I L/
forcement of minimum drinking
/ ) 2_ZJ
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