HomeMy WebLinkAbout5683RESOLUTION NO 5683
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING
TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF THE REDLANDS MUNICIPAL
CODE.
Pursuant to studies made under authority of Title 10 of the Redlands Municipal Code, and
the presentation of information gained in such studies, the City Council hereby finds and
determines that certain regulations are necessary and shall be established pursuant to Title 10 of
the Redlands Municipal Code, and the Traffic Engineer of the City of Redlands is hereby directed
to perform such acts as are necessary to accomplish the following:
SECTION ONE. Pursuant to Section 10.24 010 of the Redlands Municipal Code, a
traffic engineering investigation (Engineering, Traffic and Speed Survey with maps and Speed
Survey Data Sheets) attached hereto as Exhibit A, and made a part thereof, has been conducted
for the following highway and the following speed limits are hereby found most appropriate to
facilitate the orderly movement of traffic and are reasonable and safe:
Highway.
Date of Study•
Speed Limits as follows.
WABASH AVENUE
April 6, 1999
35 m.p.h. between Fifth Avenue and Citrus Avenue and between Colton Avenue
and Sessums Drive.
30 mph between Citrus Avenue and Colton Avenue.
Maintain 25 mph when children are present for the school zone for Crafton
Elementary School.
ADOPTED SIGNED AND APPROVED THIS 7TH DAY OF SEPTEMBER, 1999
ATTEST
City erk
�f the Cit e
Mayor y d1
I_Xtk�5ti A
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY
AREA OF
DATE OF SURVEY
RECOMMENDATIONS
WABASH AVENUE
BETWEEN FIFTH AVENUE AND SESSUMS DRIVE
APRIL 6, 1999
Based on the facts of this survey it is recommended that Wabash Avenue be posted for 35
m.p.h. between Fifth Avenue and Citrus Avenue and between Colton Avenue and Sessums Drive
and for 30 m.p.h. between Citrus Avenue and Colton Avenue. Wabash Avenue is currently
unposted for speed limits. The existing school zone posting at Crafton Elementary School should
remain.
Radar speed surveys were taken at five locations between Fifth Avenue and Sessums Drive.
Between Fifth Avenue and Citrus Avenue the survey resulted in a critical speed of 40 m.p.h.
when both directions of traffic were considered together When considering the directions of
travel separately the critical speed for southbound traffic was 38 m.p.h. and for northbound
traffic it was 42 m.p.h.
Since the critical speed for one direction was 38 m.p.h. it is recommended that the speed limit
be set at 35 m.p.h. for Wabash Avenue between Fifth Avenue and Citrus Avenue.
Between Citrus Avenue and Colton Avenue the survey resulted in a critical speed of 34 m.p.h.
when both directions of travel were considered together This section of roadway contains
Crafton Elementary School and Crafton Park. The roadway in this section is striped for two
lanes of traffic in each direction for most of its length. There is a school crossing at
Independence Avenue.
Since the critical speed was 34 m.p h. and there is a park and school present, it is recommended
that the speed limit be set at 30 m.p.h. in this section.
Between Colton Avenue and Lugonia Avenue the survey resulted in a critical speed of 38 m.p h.
Based on the critical speed, a speed limit of 35 m.p.h. would be indicated. There are no
geometic or accident conditions which would indicate that the speed limit be less than 35 m.p.h.
Between Lugonia Avenue and Sessums Drive there were two speed surveys done. The critical
speeds were 36 m.p.h. between Lugonia Avenue and San Bernardino Avenue and 40 m.p.h.
between San Bernardino Avenue and Sessums Drive when both directions of travel were
considered together A study was done for the individual directions of travel for the section
between San Bernardino Avenue and Sessums Drive. Those studies resulted in critical speeds
of 36 m.p.h. for southbound trafffic and 40 m.p.h. for northbound traffic.
Based upon those critical speeds, it is recommended that a speed limit of 35 m.p.h. be
established between Lugonia Avenue and Sessums Drive.
ENGINEERING, TRAFFIC AND SPEED SURVEY
WABASH AVENUE
PAGE 2
Taking the above facts into consideration a speed limit of 35 m.p.h. between Fifth Avenue and
Citrus Avenue and between Colton Avenue and Sessums Drive and a speed limit of 30 m.p h.
between Citrus Avenue and Colton Avenue and with the maintenance of the school zone signing
for Crafton Elementary School would be appropriate to facilitate the orderly movement of traffic
in a safe and reasonable manner
It is recommended that the roadway be posted as follows:
Post 35 m.p.h. signs for northbound traffic:
a) Just north of Fifth Avenue
b) Just north of Colton Avenue
c) Just north of Lugonia Avenue
d) Just north of San Bernardino Avenue
2. Post 35 m.p.h. signs for southbound traffic:
a) Just south of Sessums Drive
b) Just south of San Bernardino Avenue
c) Just south of Lugonia Avenue
d) Just south of Citrus Avenue
3 Post 30 m.p.h. sign for northbound traffic
a) Just north of Citrus Avenue
4 Post 30 m.p.h. sign for southbound traffic
a) Just south of Colton Avenue
5 Maintain school zone posting for Crafton Elementary School.
RONALD C. MUTTER
Public Works Director
Reviewed by Traffic and Parking Commission
Signature
Date
SPEED SURVEY
WORKSHEET
WABASH AVENUEfilms
-/iZ
■■H
■
iii
■
IJ�
g
amoral,11
BETWEEN FIFTH ST.
•
/
•
y
_�
\�
AND COLTON AVE.
1
- (
_
-`
DATE OF SURVEY 04/05/99
V
A STOP SIGN
S SIGNAL
SPEED LIMIT
1 MI
FILE NUMBER
DEVELOPMENT
RESIDENCES, SCHOOLS AND ORANGE GROVES
ROADWAY WIDTH
I 52' 1 52' 1 64' 1 27 I
N0. OF STRIPED LANES
1 2 1 3 1 4 1 2 1
TYPE OF STRIPING
1 BROKEN YELLOW STRIPE 10. YELLOW STRIPES W/ WHITE LANE LINES 1 BROKEN YELLOW STRIPE
TRAFFIC CONTROLS
4 WAY STOP 2 WAY STOP 4 WAY STOP
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
40 34
OBSERVED SPEED - PACE & AVG.
30-40, 36 24-34. 30
EXISTING SPEED ZONE
- -
PROPOSED SPEED LIMIT
35 30
ACCIDENT
LEGEND
1998
PROP DAMAGE
INJURY
�Z4
r
1997
x
FATAL ■
1995
SPEED SURVEY
WORKSHEET
WABASH AVENUE
WABASH
-1-2
-..,„`---
lO
4
�iW„
_
—
z
s
•-'
,;RH—
I'
BETWEEN COLTON AVE.
N4
AND SAN BERNARDINO AVE.
♦ STOP SIGN
S SIGNAL
SPEED UUO
1
DATE OF SURVEY 04/05/99
FILE NUMBER
MI.
DEVELOPMENT
RESIDENCES AND ORANGE GROVES
ROADWAY WIDTH
127' I 48' 1 64' 1 58' 1 64' 1 24' 1
NO. OF STRIPED LANES
2 1 0
TYPE OF STRIPING
DOUBLE YELLOW STRIPES 1 NONE
TRAFFIC CONTROLS
4 WAY STOP 2 WAY STOP 4 WAY STOP 2 WAY STOP 4 WAY STOP
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
38 36
OBSERVED SPEED - PACE & AVG.
28-38,34 28-38 33
EXISTING SPEED ZONE
- -
PROPOSED SPEED LIM
T
35 35
ACCIDENT
LEGEND
1998
PROP DAMAGE
INJURY
/4
/
7997
1
J
FATAL
1995
SPEED SURVEY
WORKSHEET
WABASH AVENUE
N
s
0
N
BETWEEN SAN BERNARDINO AVE.
i
c
AND SESSUMS DR.
DATE OF SURVEY 04/05/99
A
2200'
A STOP SIGN
S SIGNAL
FILE NUMBER
SPEED LIMIT
DEVELOPMENT
RESIDENCES ORANGE GROVES AND AIRPORT
ROADWAY WIDTH
I 24' I 34' I
N0. OF STRIPED LANES
0
TYPE OF STRIPING
NONE
TRAFFIC CONTROLS
4 WAY STOP
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL
36
OBSERVED SPEED - PACE & AVG.
26-35 32
EXISTING SPEED ZONE
-
PROPOSED SPEED LIMIT
35
ACCIDENT
LEGEND
1998
PROP DAMAGE
INJURY
V:4
I
1997
FATAL
1995
1
RADAR SPEED SURVEY
STREET WABASH AVENUE
DIRECTION OF TRAVEL. NORTH
LOCATION AT HIGHLAND AVENUE
WEATHER. CLOUDY
ROAD CONDITIONS. DRY/GOOD
OBSERVER. ANTHONYJ MACKESY
MPH NUMBER OF VEHICLES
10
12
14
16
18
20
77
24
26
28 XX
30 XX
32 JOCOC
34 XrCX
36 =a-
38 I2X
40 XXXX
42
44 XX
46 X
48
50
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
DATE: 4/ 1/99
START TIME. 10 1
STOP TIME: 11 I _
EXISTING SPEED LIMIT 55
#OF % ^/o
VEHICLES TOTAL CUM
o 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0_0094
0 0.00% 0.00%
0 0.00% 0.00%
2 5.88% 5.88%
2 5.88% 1176%
4 1176% 23.52%
4 1I76% 35.29%
5 14.70% 50.00%
7 20.58% 70.58%
4 1176% 82.35%
3 8.82% 91.17%
2 5.88% 97 05%
1 2.94% 100.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0,00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
TOTAL VEHICLES. 34 MEDIAN SPEED: 37 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 42 MPH SIGNED BY
PACE SPEED: 32 MPH TO: 42 MPH
DATE.
4 12 99
1
RADAR SPEED SURVEY
STREET WABASH AVENUE
DIRECTION OF TRAVEL. SOUTH
LOCATION• AT HIGHLAND AVENUE
WEATHER: CLOUDY
ROAD CONDITIONS. DRY/GOOD
OBSERVER. ANTHONY J. MACKESY
MPH NUMBER OF VEHICLES
10
12
14
16
18
20
22
24 X
26 YXXX
2S XXXXY
30 WOCOC
32 YY
34 L
36 x0000000:X
38 YXXX
40 XX(
42 X
44 X
46
48 X
50
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
DATE: 4 1,199
START TIME. /0 11
STOP TIME: 11 11
EXISTING SPEED LIMIT 55
# OF % OF
VEHICLES TOTAL CUM
o 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.009'
0 0.00% O.009'
0 0.00% 0,00%
0 0.00% 0.00%
1 2.12% 2.1'94
4 8.51% 10.63%
5 10.63% 1 '94
6 12.76% 34.04%
5 10.63% 4468%
6 12.76% 5744%
10 21.27% 7&72%
4 8.51% 87.23%
3 6.38% 93.61%
1 2.1294 95.74%
1 2.12% 97.87%
0 0.00% 0.00%
1 2.12% 100.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.009996 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.00%
TOTAL VEHICLES. 47 MEDIAN SPEED: 34 MPH CERTIFICATION: ,RETERA. LAANINEN
CRITICAL SPEED (85%) 38 MPH SIGNED BY
PACE SPEED: 28 MPH TO. 38 MPH
�L
DATE.
4 1299
1
RADAR SPEED SURVEY
STREET WABASH AVE
DIRECTION OF TRAVEL. NORTH & SOUTH
LOCATION. AT HIGHLAND AVE
WEATHER: CLOUDY
ROAD CONDITIONS. DRY/GOOD
OBSERVER: ANTHONYJ MACKESY
MPH NUMBER OF VEHICLES
10
12
14
16
18
20
24 X
26 £VO(
28 XWOCXX
30 XXA LCYYX
32 X2O&VXOCVCC
34 .100 1X
36 XXXICWOOCXXXICOC
38 h000=OCCC
40 XX&VXiX
42 XYXX
44 XXX
46 X
48 X
50
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
DATE: 4; 1/99
START TIME: 10 10
STOP TIME: 11 10
EXISTING SPEED LIMIT 55
# OF % OF ^/o
VEHICLES TOTAL CUM
o 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
1 1.23% 1.23%
4 4.93% 6.r%
7 8.64% 14.81%
8 9.87% 24.69%
9 11 11% 35.80%
10 12.34% 4814%
15 18.51% 66.66%
11 13.58% 80.24%
7 8.64% 88.88%
4 4.93% 93.82%
3 3.70% 97.53%
1 1.23% 98.76%
1 1.23% 100.00%
0 0.00% 0.00%
O 0.00% 0.00%
O 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
O 0.00% 0.00%
O 0.00% 0.00%
0 a 00% 0.00%
O 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
TOTAL VEHICLES. 81 MEDIAN SPEED: 36 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 40 MPH SIGNED BY DATE.
PACE SPEED: 30 MPH TO• 40 MPH L�i2QtiLc �� 4 8 99
RADAR SPEED SURVEY 1
STREET WABASH AVE
DIRECTION OF TRAVEL. NORTH & SOUTH
LOCATION: BETWEEN COLTONAVE AND CITRUS AVE
WEATHER. CLEAR
ROAD CONDITIONS: DRY/GOOD
OBSERVER. ANTHONYJ MACKESY
KPH NUMBER OF VEHICLES
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
44
46 X
48
50
52
54
56
58
60
62
64
66
68
70
'2
74
76
78
80
82
84
86
88
X
AMICC
A000000000C
X1COCC
XX
X
DATE: 4, 6/99
START TIME. 10.06
STOP TIME. 10;5
EXISTING SPEED LIMIT 55
# OF % OF
VEHICLES TOTAL CUM
0 0.00% 0.00%
0 0,00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
1 0.90% 0.90%
4 3.63% 4.54%
11 10.00% 14.54%
10 9 09% 23.63%
14 12.72% 3636%
27 24.54% 60.90%
17 15.45% 76.36%
13 11.81% 8818%
5 4.54% 92.72%
4 3.63% 96.36%
2 1.81% 98.18%
1 0.90% 99 09%
0 0.00% 0.00%
1 0.90% 100.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
TOTAL VEHICLES. 110 MEDIAN SPEED: 30 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 34 MPH SIGNED BY
PACE SPEED: 24 MPH TO: 34 MPH b) r
DATE.
4 8 99
1
RADAR SPEED SURVEY
STREET• WABASH AVE
DIRECTION OF TRAVEL. NORTH & SOUTH
LOCATION: ATBROCKTONAVE
WEATHER. CLEAR
ROAD CONDITIONS. DRY/GOOD
OBSERVER. ANTHONY MACKESY
MPH NUMBER OF VEHICLES
10
12
14
16
18
20
22
24 XX
26 XXX
28 a0XI1C1;GY
30
32
34
36
38
40 dlOCOOC
42 XLGY
44 XX
46 X
48
50 X
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
DATE: 4i 6/99
START TIlVIE: 10 -15
STOP TIME: 11 05
EXISTING SPEED LIMIT 55
#OF %
VEHICLES TOTAL CUM
o 0.00% 0.00%6
o 0.00% O. OM
o 0.00% O.00%
o 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.0094
2 1.85% 1.85%
3 2.77% 4.62%
7 6.48% 1111%
17 15.74% 26.85%
19 17.59°% 44.44%
17 15.74% 60.18%
16 14.81% 75.00%
14 12.96% 87.96%
5 4.62% 9259°O/6
4 3.70% 96.29%
2 1.85% 98.14%
1 0.92% 99 0794
0 0.00% 0.00%
1 0.92% 100.00%
0 0.0096 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.000%6
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.0096 0.00%
TOTAL VEHICLES. 108 MEDIAN SPEED: 34 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 38 MPH SIGNED BY DATE.
PACE SPEED: 28 MPH TO: 38 MPH r 4- �+� w 4, 8'99
RADAR SPEED SURVEY 1
STREET WABASH AVE
DIRECTION OF TRAVEL. NORTH & SOUTH
LOCATION. BETWEEN LUGONIA AVE & SAN BERNARDINO
WEATHER. CLEAR
ROAD CONDITIONS: DRY/GOOD
OBSERVER. ANTHONYJ MACKESY
MPH NUMBER OF VEHICLES
DATE: 4/ 6/99
START TIME. 11 10
STOP TIME. 1 10
EXISTING SPEED LIMIT 5.5
#OF %
VEHICLES TOTAL CUM
10 0 0.00% 0.00%
12 0 0.00% 0.00%
14 0 0.00% 0.00%
16 0 0.00% 0.00%
18 0 0.00% 0.00%
20 0 0.00% 0.00%
22 X 1 1.25% 1.25%
24 XX 2 2.50% 3.75%
26 XXX 3 3.75% 7.50%
28 XXJGGIXX 7 8.75% 16.25%
30 15 18.75% 35.00%
32 16 20.00% 55.00%
34 18 22.50% 77.50%
36 2000000C 7 8.75% 8625%
38 KLA 5 6.25% 92.50%
40 X X 3 3.75% 96.25%
42 XX 2 2.50% 98.75%
44 X 1 1.25% 100.00%
46 0 0.00% 0.00%
48 0 0.00% 0.00%
50 0 0.00% 0.00%
52 0 0.00% 0.00%
54 0 0.00% 0.00%
56 0 0.00% 0.00%
58 0 0.00% 0.00%
60 0 0.00% 0.00%
62 0 0.00% 0.00%
64 0 0.00% 0.00%
66 0 0.00% 0.00%
68 0 0.00% 0.00%
70 0 0.00% 0.00%
72 0 0.00% 0.00%
74 0 0.00% 0.00%
76 0 0.00% 0.00%
78 0 0.00°% 0.00%
80 0 0.00% 0.00%
82 0 0.00% 0.00%
84 0 0.00% 0.00%
86 0 0.00% 0.00%
88 0 0.00% 0.00%
TOTAL VEHICLES: 80 MEDIAN SPEED: 33 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 36 MPH SIGNED BY
PACE SPEED: 28 MPH TO: 38 MPH .� 7
DATE.
.1. 8'99
1
RADAR SPEED SURVEY
STREET WABASH AVE
DIRECTION OF TRAVEL. NORTH & SOUTH
LOCATION BETWEEN SAN BERNARDINO & SESSUMS
WEATHER. CLEAR
ROAD CONDITIONS. DRY/GOOD
OBSERVER. ANTHONYJ MACKESY
MPH NIIMBER OF' VEHICLES
10
12
14
16
18
20 X
22 XX
24 X
26 X
28 LXX
30 XAOCOOCY
32 XICXXXXXXDOC
34
36 KYXIxAx
38 xl.'X
40 XXXX
42 XX
44 X
46 X
48
50
52
54
58
60
62
64
66
68
70
DATE: 4/ 6/99
START TBVIE: 13.20
STOP TIME: 14.20
EXISTING SPEED LIMIT 55
# OF % OF ^/o
VEHICLES TOTAL CBM
0 0.000% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.0094 0.00%
1 175% 175%
1 1.75% 3.50%
2 3.50% 701%
1 1 75% 8.77%
1 1 75% 10.52%
4 7 01% 17.54%
7 12.28% 29.82%
11 19.29% 4912%
9 15.78% 64.9194
8 14.03% 7&94%
3 5.26% 84.2194
4 701% 91.22%
2 3.50% 94.73%
1 175% 96.4994
1 175% 9&24%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.0094 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.0094 0.0094
0 0.0094 0.00%
0 0.0094 0.00%
0 0.00% 0.0094
0 0.00% 0.00%
0 0.00% 0.00%
' 2 0 0.00% 0.00%
.4 0 0.00% 0.00%
' 6 0 0.00% 0.00%
"8 0 0.00% 0.00%
80 0 0.00% 0.00%
82 0 0.00% 0.00%
84 0 0.00% 0.00%
86 0 0.00% 0.00%
88 0 0.00% 0.00%
TOTAL VEHICLES. 57 MEDIAN SPEED: 34 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 40 MPH SIGNED BY
PACE SPEED: 30 MPH TO• 40 MPH
DATE.
4/ 8/99
1
RADAR SPEED SURVEY
STREET WABASH AVENUE
DIRECTION OF TRAVEL. SOUTH
LOCATION: BETWEEN SAN BERNARDINO & SESSUMS
WEATHER. CLEAR
ROAD CONDITIONS: DRY/GOOD
OBSERVER. ANTHONY J. MACKESY
MPH NUMBER OF VEHICLES
10
12
14
16
18 X
20
22 X
24 X
26 X
28 XXX
30 X
32 XX,CL' X
34 XXX
'36 xtiY
38 X
40 X
42
44
46 X
48
50
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
DATE: 4/ 6/99
START TIME. 13 1
STOP TIME: 14 1
EXISTING SPEED LIMIT. 55
# OF % OF ^/e
VEHICLES TOTAL CUM
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
1 4.34% 4.34%
0 0.00% 0.00%
1 4.34% 8.69%
1 4.34% 13.04%
1 4.34% 17.39%
3 13.04% 30.43%
1 4.34% 34.78%
6 26.08% 60.86%
3 13.04% 73.91%
3 13.04% 86.95%
1 4.34% 91.30%
1 4.34% 95.65%
0 0.00% 0.00%
0 0.00% 0.00%
1 4.34% 100.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
TOTAL VEHICLES: 23 MEDIAN SPEED: 32 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 36 MPH SIGNED BY
PACE SPEED: 26 MPH TO: 36 MPH lila cco r_
DATE.
4/12 99
RADAR SPEED SURVEY
STREET WABASH AVENUE
DIRECTION OF TRAVEL. NORTH
LOCATION: BETWEEN SAN BERNARDINO & SESSUMS
WEATHER: CLEAR
ROAD CONDITIONS: DRY/GOOD
OBSERVER: ANTHONYJ. MACKESY
NIPH NUMBER OF VEHICLES
10
12
14
16
18
20 X
22 X
24
26 X
28 X
30
32 KYO1'Y
34
36 KLO%Y
38 XX
40 XXX
42 XX -
44
X44 X
46
48
50
52
54
56
58
60
62
64
66
68
70
72
74
76
78
80
82
84
86
88
DATE: 4/ 6/99
START TIME: 13.22
STOP TIME: 14:22
EXISTING SPEED LIMIT. 55
#OF % •/.
VEHICLES TOTAL CUM
o 0.00% 0.00°%0
o 0.00°%• 0.00%
0 0.00°% 0.00°%
O 0.00% 0.00°%
0 0.00°% 0.00°%
1 2.94% Z94%
1 2.94% 5.88%
O 0.00°% 0.00%
1 2.94% 8.82%
1 2.94% 11 76%
6 17.64% 29.41%
5 14.70% 44.11%
6 17.64% 6L76%
5 14.70% 76.47%
2 5.88% 82.35%
3 8.82% 9117%
2 5.88% 97.05%
1 2.94% 100.00%
O 0.00% 0.00%
O 0.00% 0.00%
O 0.00% 0.00°%
O 0.00% 0.00%
O 0.00% 0.00%
O 0.00% 0.00°%
O 0.00% 0.00%
0 0.00% 0.00°%
O 0.00% 0.00°%
O 0.00% 0.00%
O 0.00% 0.0036
0 0.00% 0.00%
O 0.00% 0.00°%
O 0.00% 0.00%
0 0.00°% 0.00%
0 0.00% 0.00%
0 0.00°% 0.00%
0 0.00°% 0.00%
0 0.00% 0.00%
0 0.00% 0.00%
O 0.00°% 0.00°%
0 0.00°% 0.00%
TOTAL VEHICLES: 34 MEDIAN SPEED: 34 MPH CERTIFICATION: PETER A. LAANINEN
CRITICAL SPEED (85%) 40 MPH SIGNED BY "' DATE:
PACE SPEED: 30 MPH TO: 40 MPH b1^-w� 4/12/99