HomeMy WebLinkAbout12-Development Services
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
Dept: Development Services
Date: July27,2000 OR I C :jr~'/:L
Subject: Authorization to establish a Forty (40)
M.P.H. Speed Limit on Orange Show Rd.
between "E" St. and Arrowhead Av. and
a Fifty (50) M.P.H. Speed Limit between
Arrowhead Av. and Tippecanoe Av.
File No. 13.1R2
MCC Vate: August 21, :LUUU
From: William Woolard, Interim Director
Synopsis of Previous Council Action:
None
Recommended Motion:
That said Ordinance be laid over for final adoption
~!
William Woolard
Contact person: Anwar Wagdy, Traffic Engineer Phone: 5213
Supporting data attached: Staff Report, Map, Ord. survey Ward: 1,3
FUNDING REQUIREMENTS: Amount: $ 1000.00
Source: (Aeel. No.) 001-187-5111
(A~d nF!"~riptinn) Signing & Striping Materials
FinancefPkb~~k
Council Notes:
~)/~ 'K/<;)(/MJ; -:tf3(
Agenda Item NI
=#/2
q/5jtJ7J
CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subiect:
Authorization to establish a forty (40) M.P.H. Speed Limit on Orange Show Road between "E"
Street and Arrowhead Avenue and a fifty (50) M.P.H. speed limit between Arrowhead Avenue
and Tippecanoe Avenue.
Back2round:
The City has received numerous complaints from motorists relative to the lack of a speed limit
on the new section of Orange Show Road between Arrowhead Avenue and Tippecanoe Avenue.
Orange Show Road is currently unposted, making the maximum speed limit sixty-five (65) miles
per hour. Staff feels that this unposted speed limit is too high and is confusing to motorists;
consequently, an engineering and traffic survey was completed to establish a lower speed limit.
Since the area of Orange Show Road between "E" Street and Arrowhead Avenue is also
unposted, the area of study was expanded to include this.
Seven speed surveys were conducted in this area of Orange Show Road in accordance with State
Guidelines. The surveys measured the critical speeds between forty-four (44) m.p.h. and fifty-
four (54) m.p.h. A noticeable difference in the speeds was noted in the area between "E" Street
and Arrowhead A venue and the area between Arrowhead Avenue and Tippecanoe A venue. This
is attributed to the fact that the area west of Arrowhead Avenue is fully developed and carries
more traffic, whereas the area between Arrowhead A venue and Tippecanoe A venue remains
largely undeveloped. Consequently, it was determined that Arrowhead Avenue is the best
location to change the speed limits.
The critical speed in the area between "E" Street and Arrowhead Avenue was measured at forty-
four (44) m.p.h.; therefore, staff recommended that the speed limit be set at forty (40) m.p.h. at
this location.
A total of six surveys were conducted in the area between Arrowhead Avenue and Tippecanoe
Avenue. The critical speeds measured within this area vary from forty-nine (49) m.p.h. to fifty-
four (54) m.p.h. and average fifty-one (51) m.p.h. Based on the critical speed, staff
recommended that the speed limit be set at fifty (50) m.p.h. within this area.
The Traffic Safety Committee evaluated this issue at their July 12, 2000 meeting. The
Committee concurred with the findings and recommendations of staff, and therefore
recommended that a forty (40) m.p.h. speed limit be established on Orange Show Road between
"E" Street and Arrowhead Avenue and that a fifty (50) m.p.h. speed limit be established between
Arrowhead Avenue and Tippecanoe Avenue.
Financial Impact:
The estimated cost of $ 1000.00 for the installation of the speed limit signs will come from
General Fund Account No. 001-187-5111 (signing and striping materials). This action is
considered routine and there will be no major impact to the account.
Recommendation:
Adopt Ordinance establishing a forty (40) m.p.h. speed limit on Orange Show Road between "E"
Street and Arrowhead Avenue, and a fifty (50) m.p.h. speed limit between Arrowhead Avenue
and Tippecanoe Avenue.
Orange Show Road
between "E" Street and Tippecanoe Avenue
Authorization to Establish Speed Limits
000 Location of Proposed 40 m.p.h. Speed Limit
X){)l Location of Proposed 50 m.p.h. Speed Limit
.~.,,'"
&. Critical Speed
I
C I T Y
o F
SAN
B ERN A R DIN 0
PUBLIC WORKS/ENGINEERING
TRAFFIC ENGINEERING SECTION
ENGINEERING AND TRAFFIC SURVEY
Street Name: Orange Show Road
Date:2-/ ~/2000
Limits: "E" Street to Arrowhead Avenue Length (Mi.) .26
Existing Speed Limit: None Proposed Speed Limit: 40 m.p.h.
Prevailing Speeds
Surv. Date 85th Pcntl. Avq. Sod. Pace Sods.
A. 2-1-2000 43.8 m.p.h. 38.5 m.p.h. 32-41 m.p.h.
B.
C.
D.
E.
Averages 43.8 m.p.h. 38.S.m.p.h.
The foregoing data were collected according to the methodology
for Engineering and Traffic Surveys prescribed in Section
8-03.3(B) (2) (c) of the Traffic Manual of the Department of
Transportation of the State of California. Measurements were made
by means of a radar device under conditions designed to determine
the actual speed of unimpeded traffic. Such conditions included,
without limitation, the absence of concentrated law enforcement or
other activity just prior to or while taking the speed
measurements that might alter the speed of traffic; the selection
of location(s) is/are representative of the entire speed zone; the
absence of inclement or unusual weather conditions; and the
inconspicuous placement of the surveyor and his/her equipment to
enable traffic to be accurately surveyed in both directions.
Page 2
Street Name.
Limi ts .
Orange Show Road
"E" Street to Arrowhead Avenue
Date. 7 /..3...6 12000
Accident Records
Period of Study: From 1-1-98 to 12-31-1999
Total Accidents: 9 Intersection: 5 Midblock: 4
Accident Rate Per Million Vehicle Miles 1.76
Roadway Characteristics
Location
Traffic Volumes
Count Location
Count
wlo Arrowhead Avenue 12,000
Road Description: 2 lanes in each direction with a continuous left-
turn lane.
Roadside Conditions: Entirety cOllll1ercial. Plenty of off-street parking.
Page 3
Street Name. Orange Show Road
Date. 7 /26/2000
Limi ts. "E" Street to Arrowhead Avenue
Highway Characteristics
Length. .26 Mi.
Width. 72 Ft.
Median: Yes No X
- -
Painted Raised
Width Ft.
Geometries.
Curvelinear
Straight~
Access.
Intersections. 2
Driveways. 11
School Zone: no
Other:
Traffic Characteristics
Volume. 12,000
Number School
Crosswalks None
Pedestrian Traffic.
Heavy _ School
-
Medium X
-
Low
-
Parking Turnover.
Residential
-
Business
-
No Parking
-
Time Limit
Other: On-street
parking allowed but not
used.
Comments.
Page 4
Street Namel OrAne~ Show ROAn
Da te I --'Z. /...2J3 / ....2.Of)
Limits:: "E" gtrFH~t to ArrowhPRrl Aupnllp.
Roadside Characteristics
Land Use:
Urban--X. Rural
-
Residential -
Conunercial X
-
Industrial -
Conunents:
Special Conditions
Direct Residential
Access
Horiz. Curves
Vertical Curves
Conditions Not
Readily Apparent
to Motorists:
Nnnp
Evaluation: Proposed 40 m.p.h. speed limit is consistent with
43.8 m.p.h. critical speed.
Reconunended Speed Limit: 40 m.p.h.
BY~~
Approved: ~---" V"",-)? Date: '7
ANWAR WAGDY, Traffic Engineer
/2.7/L-o.'o
.j
!
"
RAUAR SPEED SURVEY
CITY OF SAN BERNARDINO
1
Orange Show Road 600Ft west/o Arrowhead Ave
DATE: 211/2000
TIME START: 8:45a.m TIME END: 9:15a.m WEATHER: Clear
ROAO TYPE: 4Ln/2Dr
DIRECTION: East/WestSPEED LIMiT: None ZONE COOE:
OBSERVER: A. Jassim
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi'Xi ACUM TOTAL ACUM X PERCENTAGE BREAKOOWN
-------------------------------------.--------------------------------10---------5--------10--------15--------20--------25---
28 2 56 2 1.7 I....
29 1 29 3 2.5 ,..
30 4 120 7 5.8 1******-
31 4 124 11 9.2 ,.......
32 6 192 17 14.2 1**********-
33 7 231 24 20.0 1***********-
34 7 238 31 25.8 1***********-
35 4 140 35 29.2 ,.......
36 9 324 44 36.7 1***...........*-
37 13 481 57 47.5 1*......*********...**-
38 3 114 60 50.0 1*****.
39 7 273 67 55.8 1**********..
40 11 440 78 65.0 1....*...**********-
41 9 369 87 72.5 1....*.*.*******-
42 3 126 90 75.0 ,......
43 5 215 95 79.2 1****.***-
44 8 352 103 85.8 1****..*****.*.
45 3 135 106 88.3 I......
46 5 230 111 92.5 1********-
47 3 141 114 95.0 I......
48 0 0 114 95.0 I'
49 2 98 116 96.7 I....
50 3 150 119 99.2 I......
51 1 51 120 100.0 I"
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
120 4629
AVERAGE SPEED = 38.5 PACE = 32 - 41 SAMPLE VARIANCE = 28.80108
50th PERCENTILE = 38 X IN PACE = 63.3 STANDARD DEVIATION = 5.366664
85th PERCENTILE = 43.8 VEHICLES IN PACE = 76 RANGE 1'S = 59.16667
90th PERCENTILE = 45.4 RANGE 2*5 = 96.66666
95th PERCENTILE = 48 RANGE 3*5 = 100
C I T Y
o F
SAN
BERNARDINO
PUBLIC WORKS/ENGINEERING
TRAFFIC ENGINEERING SECTION
ENGINEERING AND TRAFFIC SURVEY
Street Name: Orange Show Road
Limits: Arrowhead Avenue to Tippecanoe Avenue
Date:.!..../~/ ~OO
Length (Mi.) 1. 75
Existing Speed Limit:None
Proposed Speed Limit: 50 m.p.h.
Prevailing Speeds
Surv. Date 85th Pcnt!. Ava. Sod. Pace Sods.
A. 2-1-2000 50.0 m.p.h. 44.3 m.p.h. 40-49 m.p.h.
B. 2-1-2000 49.7 m.p.h. 44.3 m.p.h. 39-48 m.p.h.
C. 2-1-2000 49.1 m.p.h. 43.9 m.p.h. 38-47 m.p.h.
D. 2-2-2000 52.8 m.p.h. 47.1 m.p.h. 42-51 m.p.h.
E. 2-2-2000 54.0 m.p.h. 47.8 m.p.h. 43-52 m.p.h.
F. 2-2-2000 50.7.m.p.h. 45.8 m.p.h. 41-50 m.p.h.
Averages
51.1 m.p.h.
45.5 m.p.h.
The foregoing data were collected according to the methodology
for Engineering and Traffic Surveys prescribed in Section
8-03.3(B) (2) (c) of the Traffic Manual of the Department of
Transportation of the State of California. Measurements were made
by means of a radar device under conditions designed to determine
the actual speed of unimpeded traffic. Such conditions included,
without limitation, the absence of concentrated law enforcement or
other activity just prior to or while taking the speed
measurements that might alter the speed of traffic; the selection
of location(s) is/are representative of the entire speed zone; the
absence of inclement or unusual weather conditions; and the
inconspicuous placement of the surveyor and his/her equipment to
enable traffic to be accurately surveyed in both directions.
Page 2
Street Name: Ora"ge Show Road
Date: 7 /26 /2000
Limits: Arrowhead Avenue to Tippecanoe AveLlue
Accident Records
Period of Study: From 1-1-98 to 12-31-1999
Total Accidents: 15 Intersection: 15 Midblock: 0
Accident Rate Per Million Vehicle Miles 0.00
Roadway Characteristics
Location
E/o Arrowhead Av
Traffic Volumes
Count Location Count
6,448 wID Tippecanoe Av. 5,418
Road Description: 2 lanes each direction divided by a raised
landscaped median (14 feet wide).
Roadside Conditions: GeLleraaly undeveloped with the exceptioLl
of a few siugle fa~ily homes east of Waterman Avenue.
page 3
Street Name:
Orange Show Road
Date: 7 /26/2000
Limits: Arrowhead Avenue to Tippecanoe Avenae
Highway Characteristics
Length: 1. 75 Mi.
Width: 73 Ft.
Median: Yes X No
- -
Painted...JL Raised...JL
Width 16. Ft.
Geometries:
Curvelinear X
-
Straight.....!...
Access:
Intersections:
Driveways:
School Zone:
Other:
Traffic Characteristics
Volume: 5,933
Number School
Crosswalks 0
Pedestrian Traffic:
Heavy School
- -
Medium
-
Low .lL...-
Parking Turnover:
Residential ...JL
Business
-
No Parking
-
Time Limit
Other: Demand for
on-str.a:et parking
ob3er';;ed vn1y in fron
of re.:;idential ared
east of Waterr.1an Av
Comments:C1.lrl'~!l cali be driven comfortably at 55 w.p.h.
Page 4
Street Name. Orange Show Road
Date. 7 /26 /2000
Limits: Arrowhead Aveuue to Tippecanoe Avenue
Roadside Characteristics
Land Use:
Urban v Rural
- -
Residential x
-
Conunercial
-
Industrial
-
Conunents: Generally un-
developed except within
area cast of Waterman A-ol
where there sre several
single family homes.
Special Conditions
Direct Residential
Access x
Horiz. Curves ~
Vertical Curves x
Conditions Not
Readily Apparent
to Motorists:
Evaluation: Pruposed speed limit of 50 m.p.h. is cunsistent
with 51.1 m.p.h. critical speed.
::~~ 50
"V {.J.,-'l.j.; ,.
Approved: ~ q_~
ANWAR WAGDY, Traff1c
m.p.h.
Date: 7
Engineer
/ 2 7 / 2.<><..c'
-"
i
RADAR SPEED SURVEY
CITY DF SAN BERNARDIND
,
Orange Show Road .1 mile East/o Arrowhead Av
DATE: 2/1I2DOO
TIME START: 9:20a.m TIME END: 9:40a.m WEATHER: Clear
ROAD TYPE: 4Ln/2Dr
DIRECTION: East/WestSPEED LIMIT: None ZONE CODE:
OBSERVER: A. Jassim
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi.Xi ACUM TOTAL ACUM % PERCENTAGE BREAKDOWN
----------------------------------------------------------------------'0---------5--------10--------15--------20--------25---
29 1 29 1 0.9 ,..
3D 1 30 2 1.9 I..
31 3 93 5 4.7 1*****-
32 D 0 5 4.7 ,.
33 1 33 6 5.7 1**
34 4 136 10 9.4 1*******.
35 0 0 1D 9.4 ,.
36 1 36 11 10.4 '**
37 2 74 13 12.3 ,....
38 2 76 15 14.2 ,....
39 4 156 19 17.9 1*******-
40 8 320 27 25.5 1***************_
41 10 410 37 34.9 1******************_
42 6 252 43 40.6 1.**********_
43 5 215 48 45.3 1*********_
44 6 264 54 50.9 1***********_
45 7 315 61 57.5 1*************.
46 5 230 66 62.3 1*********_
47 5 235 71 67.0 1*********_
48 6 288 77 72.6 1***********_
49 6 294 83 78.3 1*********...
50 7 350 90 84.9 1*************_
51 2 102 92 86.8 ,....
52 3 156 95 89.6 ,......
53 2 106 97 91.5 ,....
54 3 162 lDO 94.3 ,......
55 2 110 102 96.2 ,....
56 1 56 103 97.2 ,..
57 D 0 103 97.2 ,.
58 0 0 103 97.2 ,.
59 2 118 105 99.1 ,....
60 1 60 lD6 100.0 ,..
----------------------------------------------------------------------'0---------5--------10--------15--------20--------25---
106 4706
AVERAGE SPEED = 44.3
5Dth PERCENTILE = 43.8
85th PERCENTILE = 50
90th PERCENTILE = 52.2
95th PERCENTILE = 54.3
PACE = 40 - 49
% IN PACE = 60.3
VEHICLES IN PACE = 64
SAMPLE VARIANCE = 42.16533
STANOARD OEVIATION = 6.493484
RANGE 1.S = 72.64151
RANGE 2.S = 92.45282
RANGE 3.S = 100
RAbAR SPEED SURVEY
CITY DF SAN BERNARDIND
,
Orange Show Road 600Ft East/o Washington Ave
DATE: 2/1/2000
TIME START: 9:45a.m TIME END: 10:25a.m WEATHER: Clear
ROAD TYPE: 2Ln/20r
DIRECTION: East/westSPEED LIMIT: None ZONE COOE:
OBSERVER: A. Jassim
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi*Xi ACUM TOTAL ACUM X PERCENTAGE BREAKOOWN
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
27 1 27 1 0.8 1**
28 0 0 1 0.8 1*
29 0 0 1 0.8 1*
30 0 0 1 0.8 1*
31 1 31 2 1.7 1**
32 0 D 2 1.7 1*
33 0 D 2 1. 7 1*
34 3 102 5 4.2 1******
35 0 0 5 4.2 1*
36 2 72 7 5.9 1****
3? 6 222 13 11.0 1...**......
38 2 76 15 12.7 1****
39 8 312 23 19.5 1******........
40 7 280 30 25.4 ,....**..***-
41 12 492 42 35.6 ,....*.**************-
42 7 294 49 41.5 ,.........**-
43 9 387 58 49.2 ,...........**...
44 7 308 65 55.1 1*********...
45 5 225 70 59.3 1..***....
46 5 230 75 63.6 ,*.******-
47 11 517 86 72.9 1****..****...*.***-
48 5 240 91 n. 1 I..u.....
49 7 343 98 83.1 ,......**...-
50 3 150 101 B5.6 1******
51 4 204 105 89.0 1*******
52 2 104 107 90.7 1****
53 3 159 110 93.2 1******
54 1 54 111 94.1 1**
55 2 110 113 95.8 1****
56 1 56 114 96_6 1**
57 1 57 115 97_5 1**
58 1 58 116 98.3 1**
59 0 0 116 98.3 1*
60 1 60 117 99.2 1**
61 1 61 118 100.0 1**
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
118 5231
AVERAGE SPEED = 44.3
50th PERCENTILE = 43.1
85th PERCENTILE = 49.7
90th PERCENTILE = 51.6
95th PERCENTILE = 54.5
PACE = 39 - 48
X IN PACE = 64.4
VEHICLES IN PACE = 76
SAMPLE VARIANCE = 35_43697
STANDARD DEVIATION = 5.952896
RANGE 1*S = 72.88136
RANGE 2*S = 94.91525
RANGE 3*S = 100
t
RADAR SPEED SURVEY
CITY OF SAN BERNARDINO
,
Orange Show Road .3 mile east/o Waterman Av
DATE: 2/2/2000
TIME START: 9:30..m TIME END: 9:50..m WEATHER: Cle.r
ROAD TYPE: 4Ln/2Dr
DIRECTION: E.s1/....'t.SPEED LIMIT: None ZONE CODE:
OBSERVER: A. Jassim
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi'Xi ACUM TOTAL ACUM X PERCENTAGE BREAKDOWN
--------------------------------------,-------------------------------10---------5--------10--------15--------2D--------25---
27 1 27 1 0.9 I"
2B 0 0 1 0.9 I'
29 1 29 2 loB I"
3D D 0 2 loB I'
31 D D 2 1.B I"
32 D D 2 1.8 I'
33 0 0 2 1.8 I'
34 D 0 2 1.8 I'
35 1 35 3 2.7 I"
36 D D 3 2.7 I'
37 1 37 4 3.5 I"
38 2 76 6 5_3 I....
39 4 156 10 S.8 1*****...
4D 1 40 11 9_7 I"
41 2 82 13 11.5 I....
42 9 378 22 19.5 1***************-
43 5 215 27 23.9 1*.*...**-
44 10 440 37 32.7 1*****************-
45 7 315 44 38.9 1...*********-
46 11 506 55 48.7 1...***.*.**********-
47 10 470 65 57.5 1*******....******-
48 10 480 75 66.4 1*****************-
49 2 98 77 68.1 I....
50 6 300 83 13.5 1**********-
51 3 153 86 76.1 I......
52 6 312 92 81.4 1*********..
53 5 265 97 85.8 ,********-
54 7 378 104 92.0 1************-
55 1 55 105 92.9 I"
56 0 D 105 92.9 I'
57 4 228 109 96.5 1*****...
58 0 0 109 96.5 I'
59 1 59 110 97.3 I"
60 1 60 111 98.2 I"
61 0 0 111 98.2 I'
62 0 0 111 98.2 I'
63 0 0 111 98.2 I'
64 1 64 112 99.1 I"
65 0 0 112 99.1 I'
66 0 0 112 99.1 I'
67 0 0 112 99.1 I'
68 0 0 112 99.1 I'
69 0 0 112 99.1 I'
7D 1 70 113 10D.D I"
----------------------------------------------------------------------10---------5--------1D--------15--------2D--------25---
113 5328
AVERAGE SPEED = 47.1
PACE = 42 - 51
SAMPLE VARIANCE = 38.62891
50th PERCENTILE = 46.1
85th PERCENTILE' 52.8
90th PERCENTILE = 53.6
95th PERCENTILE = 56.5
X IN PACE = 64.6
VEHICLES IN PACE' 73
STANDARD DEVIATION' 6.215216
RANGE I*S = 76.1062
RANGE 2*S = 95.57522
RANGE 3*S = 98.23009
RADAR SPEED SURVEY
CITY OF SAN BERNARDINO
,
Orange Show Road .4 m;le west/o T;ppecanoe Ave
DATE: 2/2/2000
TIME START: 10:25a.mTIME END: 10:50a.m WEATHER: Clear
ROAD TYPE: 4Ln/2Dr
DIRECTION: East/westSPEED LIMIT: None ZONE CODE:
OBSERVER: A. Jass;m
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi*Xi ACUM TOTAL ACUM % PERCENTAGE BREAKDOWN
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
33 2 66 2 I.B 1****
34 0 0 2 I.B 1*
35 2 70 4 3.6 1****
36 3 108 7 6.3 1******
37 4 148 11 9.8 1.******-
38 1 38 12 10.7 1**
39 0 0 12 10_7 1*
40 2 80 14 12_5 1****
41 2 82 16 14.3 1****
42 3 126 19 17.0 1******
43 8 344 27 24.' 1**************-
44 2 BB 29 25_9 1****
45 7 315 36 32.1 1..**********-
46 5 230 41 36.6 ,********-
47 8 376 49 43.8 1**************.
48 8 384 57 50.9 ,...*.*.*******-
49 10 490 67 59.8 1********.********-
50 4 200 71 63.4 ,*******-
51 9 459 80 71.4 ,..**..**********.
52 5 260 85 75.9 1********.
53 7 371 92 82.1 1...*...***...
54 3 162 95 84_8 1******
55 4 220 99 8B.4 1********
56 5 280 104 92.9 1********-
57 3 171 107 95_5 1******
58 2 116 109 97.3 1****
59 2 l1B 111 99.1 1****
60 0 0 111 99.1 1*
61 0 0 111 99.1 1*
62 1 62 112 100.0 1**
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
112 5364
AVERAGE SPEED = 47.8 PACE = 43 - 52 SAMPLE VARIANCE = 38.97945
50th PERCENTILE = 47.8 % IN PACE = 58.9 STANDARD DEVIATION = 6.243353
85th PERCENTILE = 54 VEHICLES IN PACE = 66 RANGE 1 *S = 70.53571
90th PERCENT I LE = 55.3 RANGE 2*S = 95.53571
95th PERCENTI LE = 56.8 RANGE 3*S = 100
RADAR SPEED SURVEY
CITY OF SAN BERNARDINO
,
Orange Show Road .2 mile west/o Tippecanoe Ave
DATE: 2/2/2000
TIME START: 10a.m TIME END: lD:2Da.m WEATHER: Clear
ROAD TYPE: 4Ln/20r
DIRECTION: East/westSPEED LIMIT: None ZONE CODE:
OBSERVER: A. Jassjm
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi'Xi ACUM TOTAL ACUM X PERCENTAGE BREAKDOWN
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
30 1 30 1 O.B I"
31 0 0 1 0.8 I'
32 0 D 1 D.8 ,.
33 1 33 2 1. 7 I"
34 1 34 3 2.5 I"
35 1 35 4 3.4 I"
36 2 72 6 5.1 I....
37 4 148 10 8.5 1******.
38 6 228 16 13.6 1**********.
39 2 78 18 15.3 I....
40 3 120 21 17.8 I......
41 10 410 31 26.3 1*********..*****-
42 6 252 37 31.4 1**********.
43 10 430 47 39.8 1****************-
44 5 220 52 44.1 1.*******-
45 6 270 58 49.2 1**********.
46 3 138 61 51_7 I......
47 8 376 69 58.5 1*************-
48 11 528 80 67.8 1.*****************-
49 10 490 90 76.3 1****************.
50 8 400 98 83.1 1*************-
51 3 153 101 85.6 I......
52 0 D lDl 85.6 I'
53 2 lD6 103 87.3 I....
54 3 162 106 89.8 ,......
55 3 165 109 92.4 I......
56 2 112 111 94.1 I....
57 3 171 114 96.6 I......
58 0 0 114 96.6 I'
59 0 0 114 96.6 I'
60 1 60 115 97.5 I"
61 1 61 116 98.3 I"
62 0 0 116 98.3 I'
63 1 63 117 99.2 I"
64 0 0 117 99.2 I'
65 0 0 117 99.2 I'
66 0 0 117 99.2 I'
67 0 0 117 99_2 I'
68 0 0 117 99.2 I'
69 0 0 117 99.2 I'
70 1 70 118 100.0 I"
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
118 5415
AVERAGE SPEED = 45.8
50th PERCENTILE = 45.3
85th PERCENTILE = 50.7
90th PERCENTILE = 54
PACE = 41 - 50
X IN PACE = 65.2
VEHICLES IN PACE = 77
SAMPLE VARIANCE = 42.66306
STANDARD DEVIATION = 6.531697
RANGE I'S = 70.33898
RANGE 2'S = 95.76271
RAbAR SPEED SURVEY
CITY OF SAN BERNARDINO
.
Orange Show Raod 500Ft East/o Waterman Ave
DATE: 2/1/2000
TIME START: ID:3Da.mTIME END: 11:DDa.m WEATHER: Clear
ROAD TYPE: 4Ln/20r
DIRECTION: East/WestSPEED LIMIT: None ZONE COOE:
OBSERVER: A. Jass;m
CALIBRATION TEST: Yes
SPEED FREQUENCY Fi.Xi ACUM TOTAL ACUM % PERCENTAGE BREAKDOWN
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
25 1 25 1 0.9 ,..
26 1 26 2 1.B ,..
27 1 27 3 2.8 I..
28 0 0 3 2_8 ,.
29 0 0 3 2.8 ,.
30 1 30 4 3.7 ,..
31 0 0 4 3.7 ,.
32 0 0 4 3.7 ,.
33 2 66 6 5.5 ,....
34 2 68 8 7.3 I....
35 2 70 10 9.2 ,....
36 1 36 11 10.1 ,..
37 1 37 12 11.0 ,..
38 3 114 15 13.8 I......
39 7 273 22 20.2 1************.
40 7 280 29 26.6 1*.**********_
41 6 246 35 32.1 1*****..****-
42 8 336 43 39.4 1**************_
43 7 301 50 45.9 1***......***_
44 9 396 59 54.1 1*..*************_
45 4 180 63 57.8 1*******-
46 7 322 70 64.2 1**********...
47 12 564 82 75.2 1**********************_
48 3 144 85 78.0 ,......
49 7 343 92 84.4 1************_
50 4 200 96 88.1 1...****-
51 2 102 98 89.9 ,....
52 5 260 103 94.5 1.********-
53 2 106 105 96.3 ,....
54 0 0 105 96.3 I.
55 1 55 106 97_2 I..
56 0 0 106 97_2 I.
57 0 0 106 97.2 ,.
58 1 58 107 98.2 ,..
59 1 59 108 99.1 ,..
60 0 0 108 99_1 I.
61 0 0 108 99.1 ,.
62 0 0 108 99.1 ,.
63 0 0 lOB 99.1 ,.
64 0 0 108 99.1 ,.
65 0 0 108 99.1 I.
66 1 66 109 100.0 I..
----------------------------------------------------------------------10---------5--------10--------15--------20--------25---
109 4790
.
AVERAGE SPEEO = 43.9
50th PERCENTILE = 43.5
85th PERCENTILE = 49.1
PACE = 38 - 47
% IN PACE = 64.2
VEHICLES IN PACE = 70
SAMPLE VARIANCE = 41.55252
STANDARD DEVIATION = 6.446124
RANGE 1.S = 77.06423
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ORDINANCE NO. ~ ~ ~
ORDINANCE OF THE CITY OF SAN BERNARDINO AMENDING CHAPTER 10.52
OF THE SAN BERNARDINO MUNICIPAL CODE ESTABLISHING A FORTY MILE
PER HOUR SPEED LIMIT ON ORANGE SHOW ROAD BETWEEN "E" STREET AND
ARROWHEAD AVENUE AND A FIFTY MILE PER HOUR SPEED LIMIT ON
ORANGE SHOW ROAD BETWEEN ARROWHEAD AVENUE AND TIPPECAL~OE
AVENUE.
THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO DO
ORDAIN AS FOLLOWS:
SECTION I: Section 10.52.030 of the San Bernardino Municipal Code IS
amended to read as follows:
" 10.52.030 FORTY MILES PER HOUR
In accordance with and pursuant to the authority of Sections 22357, 22358, and
22360, of the California Vehicle Code, the Mayor and Common Council do hereby determine
and declare upon the basis of an engineering and traffic survey that a prima facie speed limit of
forty miles per hour shall be established upon the following streets or portions thereof in the
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ARDEN A VENUE: Between Pacific Street and Highland Avenue
ARROWHEAD A VENUE: Between Esperanza Street and Rialto Avenue; and
between Highland A venue and Kendall Drive.
ATLANTIC AVENUE: Between Palm A venue and Cienega Court.
BASE LINE STREET: Between Medical Center Drive and 'H' Street; and
between Sierra Way and Del Rosa Avenue.
CALIFORNIA STREET: Between Base Line Street and Cajon Boulevard.
DEL ROSA AVENUE: Between Del Rosa Drive and Marshall Boulevard.
'E' STREET: Between Century Avenue and Rialto Avenue; and between
Thirtieth Street and Kendall Drive.
ELECTRIC AVENUE: Between Fortieth Street and Northpark Boulevard.
FIFTH STREET: Between Sierra Way and Pedley Road.
'G' STREET: Between Mill Street and Rialto Avenue.
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ORD: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH SPEED LIMITS ON
ORANGE SHOW ROAD BETWEEN "E" STREET AND TIPPECANOE AVENUE
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GOLDEN A VENUE: Between Highland Avenue and Lynwood Drive.
HIGHLAND A VENUE: Between Valencia Avenue and Arden Avenue.
KENDALL DRIVE: Between 'E' Street and Fortieth Street.
L YNWOOD DRIVE: Between Valencia Avenue and Del Rosa Avenue.
MACY STREET: Between Highland Avenue and the North City Limits.
MEDICAL CENTER DRNE: Between Base Line Street and Highland Avenue.
MERIDIAN A VENUE: Between Rialto Avenue and Foothill Boulevard.
MILL STREET: Between Waterman Avenue and Tippecanoe Avenue.
MIRAMONTE AVENUE: Between Twenty-third Street and Marshall Boulevard.
MOUNTAIN VIEW A VENUE: Between Victoria Street and Lupin Lane.
NINTH STREET: Between Medical Center Drive and 'H' Street; and between
and between Sierra Way and Waterman Avenue.
NOR THP ARK BOULEVARD: Between Little Mountain Drive and Electric
Avenue.
ORANGE SHOW ROAD: Between 'E' Street and Arrowhead Avenue.
PEPPER A VENUE: Between Mill Street and the North City Limits.
PERRlS HILL PARK ROAD: Between Pacific Street and Twenty-first Street.
REDLANDS BOULEVARD: Between Hunts Lane and Gardena Street.
SIERRA WAY: Between Mill Street and Rialto Avenue; between Fifth Street and
Thirtieth Street; and between Fortieth Street and Forty-eighth Street.
STERLING AVENUE: Between Highland Avenue and Pumalo Street.
THIRD STREET: Between Sierra Way and Waterman Avenue.
THIRTIETH STREET: Between Little Mountain Drive and Valencia Avenue.
TIPPECANOE A VENUE: Between South City Limits and San Bernardino
Avenue; and between Ninth Street and Base Line Street.
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ORD: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH SPEED LIMITS ON
ORANGE SHOW ROAD BETWEEN "E" STREET AND TIPPECANOE AVENUE
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VALENCIA A VENUE: Between Twenty-first Street and Thirtieth Street.
VICTORIA AVENUE: Between Highland Avenue and Lynwood Drive.
WATERMAN AVENUE: Between Highland Avenue and the State Highway 30
Eastbound Off-Ramp."
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SECTION 2: Section 10.52.050 of the San Bernardino Municipal Code IS
" 10.52.050 FIFTY MILES PER HOUR
In accordance with and pursuant to the authority of Sections 22357, 22358, and
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22360, of the California Vehicle Code, the Mayor and Common Council do hereby determine
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12 and declare upon the basis of an engineering and traffic survey that a prima facie speed limit of
13 fifty miles per hour shall be established upon the following streets or portions thereof in the City:
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HALLMARK P ARKW A Y: Between University Parkway and Lexington
Parkway.
INDUSTRIAL P ARKW A Y: Between Lexington Parkway and Palrn Avenue.
KENDALL DRIVE: Between Fortieth Street and Palm Avenue.
NORTHPARK BOULEVARD: Between University Parkway and Little
Mountain Drive.
ORANGE SHOW ROAD: Between Arrowhead Avenue and Tippecanoe Avenue.
WATERMAN A VENUE: Between Barton Road and Central Avenue."
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ORD: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH SPEED LIMITS ON
ORANGE SHOW ROAD BETWEEN "En STREET AND TIPPECANOE AVENUE
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I HEREBY CERTIFY that the foregoing Ordinance was duly adopted by the Mayor and
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Common Council of the City of San Bernardino at a
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5 thereof, held on the day of
6 COUNCIL MEMBERS AYES
7 ESTRADA
8 LIEN
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MCGINNIS
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SCHNETZ
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12 SUAREZ
13 ANDERSON
14 MCCAMMACK
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meeting
, 2000, by the following vote, to-wit:
NAYS
The foregoing Ordinance IS hereby approved this
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,2000.
Approved as to form
And legal content:
James F. Penman
City Attorney
.P~
ABSTAIN
ABSENT
Rachel Clark, City Clerk
day of
Judith Valles, Mayor
City of San Bernardino
~':
l!.XIUJ)U: A
* *. FOR OFFICE USE ONLY - NOT"A PUBLIC DOCUMENT**_c"
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CITY OF SAN BERNARDINO :' CITY CLERK'S OFFICE ~-,~, .'-,',,' .
"/ RECORDS & INFORMATION MANAGEMENT PROGRAM
_r""':';-' ,.
,--.....
AGENDA ITEM TRACKING FORM
Meeting Date/Date Adopted: CJ-.s: -00
Resolution/Ordinance No. Me - /tJr?'~
Effective Date: /0 - G - 0 0
Vote: Ayes: .;l / ~ L(. ~ c", -;
Abstain; -&-
Date Sent to Mayor: '9-0 - 0 0
Date of Mayor's Signature: q-~ -00
Date Summary Sent to Attorney: q -(, ...0 "
Date Published: Cj -/3 - 0 0
Meeting Type: l~' ~~./
Continued FromITo & Item No.
Item No. , ::J......
,
Ordinance Urgency: Yes ~
Termination/Sunset Date: >z;t;;
.
Nays: .{;)-
Absent: 4t I
Date Returned from Mayor: Q.6 -00
Date of Clerk's Signature: tJ -7-00
Date Summary Returned from Attorney:
9- X'" -oo..:? t:J;
i7
Date Seal Impressed:
9- 7-00
To Whom:
Date Sent for Signature:
Expiration Date:
Copies Distributed To'
Exhibits Complete & Attached to Resolution/Ordinance:
Reminder Letter Sent:
Reminder Letter Sent:
Reminder Letter Sent:
Request for Council Action & Staff Report Attached: Yes nTi
Notes: if.d'J~ /' ~ - ~fY Of!!? 100 JJjJ
No
Ready to File:
Date:
00ClJMfNT lOCA TlON:
fORMSfA8Mda .... TJKkiIlI Fon.CC FamtNo. 1.1..... ~ lVD411996