HomeMy WebLinkAbout4807_CCv0001.pdf RESOLUTION NO. 48037
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS
ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO CHAPTER 67
OF THE REDLANDS ORDINANCE CODE
Pursuant to studies made in accordance with Chapter 67 of
the Redlands Ordinance Code, and the presentation of
information gained in such studies, the City Council hereby
finds and determines that traffic conditions and the
convenience of the public require that certain regulations
are necessary and shall be established.
SECTION ONE: Pursuant to Section 4038032 (b) of the
California Vehicle Code the following highway has been
studied and the following speed limits are hereby found most
appropriate to facilitate the orderly movement of traffic and
are reasonable and safe:
HIGHWAY: Barton Road
Date of Study: September 6, 1991
Speed Limit as Follows:
55 MPH between San Timoteo Canyon Road and Terracina
Boulevard
45 MPH between Terracina Boulevard and Alabama Street
35 MPH between Alabama Street and Lakeside Avenue
ADOPTED, SIGNED AND APPROVED this 15th day of October ,
1991 .
Mayor ; Redlands
r
ATTEST:
Deputy C .ty Cler};.
ENGINEERING, TRAFFIC AND SPEED SURVEY
HIGHWAY UNDER SURVEY: Barton Road
AREA OF: Between Lakeside Ave. and New Jersey
DATE OF SURVEY: September 6, 1991
RECOMMENDATIONS:
It is recommended, based on the facts of this survey, that
Barton Road between Lakeside Avenue and Alabama Street the
speed limit on Barton Road be reduced from 40 MPH to 35 MPH.
Barton Road is heavily travelled with a landscaped center
divider in this area. There are two lanes for traffic in
each direction. The critical speed is 34 MPH with a pace
speed of 24 to 34 MPH. The area meets the requirements of
California Vehicle Code section 22352 (b) (1) (residential -
business districts) for a 25 MPH zone, but the critical speed
and low accident picture (excluding intersections) indicated
that a 35 MPH speed limit would be appropriate to facilitate
.the orderly movement of traffic in, a safe and reasonable
manner.
The area of Barton Road between Alabama Street and Terracing
Boulevard. The critical speed is 44 MPH and the pace speed
is 36 to 46 MPH. The critical and pace speeds plus a low
accident picture (excluding intersections) indicated that a
45 MPH speed limit would facilitate the safe and orderly
movement of traffic.
The area of Barton Road between Terracina Boulevard and New
Jersey Street is heavily travelled. The city limit of
Redlands ends approximately 200 feet east of New Jersey
Street. There are two lanes for traffic in each direction,
with a common left turn lane separating the east and west
traffic lanes. The critical speed is 58 MPH and the pace
speed is 44 to 54 MPH. The critical and pace speeds plus a
low accident picture (excluding intersections) indicated that
a 50 MPH speed limit would facilitate the safe and orderly
movement of traffic.
Page 2 of 2
It is recommended that Barton Road between Alabama Street and
New Jersey Street be posted as follows:
1. For eastbound traffic: f
dA. 5.(5* MPH speed limit sign west of San Timoteo Canyon
Road (west city limit) on Barton Road.
B. 45 MPH speed limit sign east of Terracina Boulevard on
Barton Road.
so-C. 35 MPH speed limit sign east of Alabama Street on
Barton Road.
2 . For westbound traffic:
-A. 35 MPH speed limit sign east of Lakeside Avenue on
Barton Road.
-B. 45 MPH speed limit sign west of Alabama Street on
Barton Road.
,C. 55rMPH speed limit sign west of Terracina Boulevard on
Barton Road.
James R. Bueermann, Lieutenant
Survey reviewed by the Redlands Traffic Commission.
Chairman
VI k�
.si
Q 13GY.
SPEED SURVEY cpN+r«X a
WORKSHEET1�� Plni Ii A
Q Prs
lti
HIGHWAY NATE Arrg.
pvrs p freta
V rrR. p Avg
BETWEEN gU 1�F�4' ._ 1'3A�inky Rpw }
F\F�AND - - r—
DATE OF SURVEY
�. L1 SFtcoPu rive Avco,
FILE NUMBER r n►� q 6 us,
DEVELOPMENT U °. 4 i �.vs �u ►� -s- R a - - - FFsc. ComPLCx t2E 1pEN riAt
ROAD14AY WIDTH -7-7
NO. UI' STRIPED LANES L C- 'r UK -r-1 W ks +J c- -rw o Foy sz
TYPE OF DIVISION STRIP VEl-touw M- L.A',ND
TRAFFIC SICNAL DATA to amaT SAN „q,r = S;
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL 3g Imp"
OBSLI"VED SPITED - PACE 30 •sa top
_
EXISTING SIGNED ?_UNI � 5
PROPOSED SPEED LIMIT ?�
..tea
ACCIDENT
LEGEND
PROP. DAM. ONLY 1.9
jq
NON-F ATAL - -
FATAL 14� `
} W ;
SS
SPEED SURVEY „ (t y 1-4
WORKSHEET # ? Nor h a
i �� 2
of g�Yft€S• gigs RES,
HIGHWAY NAMEIw
BETWEEN ALABAmA T
ANDAJCId .esEY ST n°+ FLx • `
DATE. OF SURVEY I s� qt b f►sxt tom P�6x
rY w e
FILE NUMBER
wv
EDI VELOPAIE:PJ'I' �u i A.) Sx P-Cir D "Cir Q m ,jr �rC,are)• n+u LA n•A
ROADWAY WIDTH __ —.W_.�. �$O =_.. ... ..--- �._Y � �f _—SS" ' —4 f-97 -
NO. OF STRIPED LANES Foul
TYPE OF DIVISION STRIP COMAIVA+ Ct=,rre2 -ruOtO 6.AAoff tAt56D I-AMOStAPd-O ISLAW)
udill IC SIGNAL DATA /rkXPr_jKA 8LVDaLAMMA S
AVERAGE DAILY TRAFFIC
OBSERVED SPEED - CRITICAL $ MPH qq mr.4
OBSERVED SPEED - PACE yy ry 5 mpP A. 36 -ra `16 Men.
EXISTING SIGNED ZONE. UNtO.STtr 5S 45 r�r►�
PROPOSED SPEED LIMIT 5D 45r,rH
ACCIDENT
LEGEND 19
PROP. DAM. ONLY
199
NON-FATAL
TI
FATAL 19�
-�}- k,4 FF I G S r GrrA l_
. STor StGK
10 SVCfb L 1 Mi r SIGN
RADAR SPEED SURVEY
STREET: BARTON RD. LOCATION: BELLEVUE RD.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 35
DATE: 08/27/91 TIME START: 1230 TIME END: 1245
WEATHER: SUNNY ROAD CONDITION: DRY OBSERVER: OFF. HUTCHISON
MPH NUMBER OF VEHICLES # OF $ OF %
VEHS TOTAL CUM
22 XXXXXXXXXX 10 4 .9 4.9
24 XXXXXXXXXXXXXXXXXXXXXXX 23 11. 2 16. 1
26 XXXXXXXXXXXXXXXXXXX 19 9 . 3 25.4
28 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 13 .7 39 . 0
30 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32 15. 6 54 . 6
32 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 37 18. 0 72 .7
34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 33 16. 1 88 . 8
36 XXXXXXXXXXXXXX 14 6.8 95.6
38 XXX 3 1. 5 97. 1
40 X 1 0.5 97 . 6
42 XXX 3 1. 5 99. 0
44 XX 2 1. 0 100. 0
TOTAL NUMBER OF VEHS : 205
CRITICAL SPEED (850) : 34 MPH
PACE SPEED: 24 TO 34 MPH
AVERAGE SPEED: 30 MPH
MEDIAN SPEED: 33 MPH
CERTIFICATION:
LT. BUEERMANN DATE
RADAR SPEED SURVEY
STREET: BARTON RD. LOCATION: WEST OF ALABAMA ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: 45
DATE: 08/27/91 TIME START: 1142 TIME END: 1150
WEATHER: SUNNY ROAD CONDITION: DRY OBSERVER: OFF. HUTCHISON
MPH NUMBER OF VEHICLES # OF % OF %
VEHS TOTAL CUM
28 X 1 0. 9 0.9
30 XXXX 4 3 .7 4 . 6
32 XXX 3 2 . 8 7 .4
34 XXXXX 5 4 . 6 12 .0
36 XXXXXXXXXXXX 12 11. 1 23 . 1.
38 XXXXXXXXXXXXXXXX 16 14.8 38. 0
40 XXXXXXXXXXXXXXXXXXXXXXX 23 21. 3 59.3
42 XXXXXXXXXXXXXXXXXXXX .20 18 .5 77 . 8
44 XXXXXXXXXXXXXXX 15 13 . 9 91.7
46 XXXX 4 3 .7 95.4
48 XX 2 1.9 97.2
50 XX 2 1.9 99 . 1
52 0 0.0 99. 1
54 X 1 0.9 100. 0
TOTAL NUMBER OF VERS: 108
CRITICAL SPEED (85%) : 44 MPH
PACE SPEED: 36 TO 46 MPH
AVERAGE SPEED: 39 MPH
MEDIAN SPEED: 41 MPH
CERTIFICATION:
LT. BUEERMANN DATE
RADAR SPEED SURVEY
STREET: BARTON RD. LOCATION: NEW JERSEY ST.
DIRECTION OF TRAVEL: E/W EXISTING SPEED LIMIT: UNPOSTED 55
DATE: 08/27/91 TIME START: 1200 TIME END: 1208
WEATHER: SUNNY ROAD CONDITION: DRY OBSERVER: OFF. HUTCHISON
MPH NUMBER OF VEHICLES # OF °s OF %
VEHS TOTAL CUM
36 XX 2 1.5 1.5
38 X 1 0. 8 2 . 3
40 XXXX 4 3 . 1 5. 3
42 XXXX 4 3 . 1 8.4
44 XXXXXXXXXX 10 7. 6 16. 0
46 XXXXXXXXXXXXXXXXXXXX 20 15.3 31.3
48 XXXXXXXXXXXXXX 14 10.7 42.0
50 XXXXXXXXXXXXXXXXXX 18 13 .7 55.7
52 XXXXXXXXXXXXXXXXXXX 19 14 .5 70.2
54 XXXXXXXXXXX 11 8 .4 78.6
56 XXXXXXXX 8 6. 1 84.7
58 XXXXXXX 7 5. 3 90. 1
60 XXXXXXXX 8 6. 1 96.2
62 XXX 3 2 .3 98.5
64 XX 2 1.5 100. 0
TOTAL NUMBER OF VERS: 131
CRITICAL SPEED (85%) : 58 MPH
PACE SPEED: 44 TO 54 MPH
AVERAGE SPEED: 50 MPH
MEDIAN SPEED: 50 MPH
CERTIFICATION:
LT. BUEERMANN DATE
?AGE 1
rOLLISION. INTERSECTION. . . . . . . . . . . . . . . . . . . . . . . DIR DIS. YEAR TYPEC.
380100644 ALABAMA ST/BARTON RD 88 PROPTY
380604409 ALABAMA. ST/BARTON RD 88 PROPTY
380605044 ALABAMA ST/BARTON RD 88 PROPTY
380705697 ALABAMA ST/BARTON RD 88 PROPTY
381008874 ALABAMA ST/BARTON RD E 25 88 PROPTY
390100279 ALABAMA ST/BARTON RD E 146 89 PROPTY
390301993 ALABAMA ST/CARTON RD 89 PROPTY
390605474 ALABAMA ST/BARTON RD E 73 89 PROPTY
300403230 ALABAMA ST/BARTON RD 90 PROPTY
300605134 ALABAMA ST/BARTON RD 90 INJURY
301209897 ALABAMA ST/BARTON RD 90 INJURY
310100543 ALABAMA ST/BARTON RD 91 INJURY
910201620 ALABAMA ST/BARTON RD 91 INJURY
310503733 ALABAMA ST/BARTON RD W 999 91 PROPTY
390100220 BARTON RD/BELLEVUE AV 89 FATAL
390302775 BARTON RD/BELLEVUE AV 89 INJURY
391109436 BARTON RD/BELLEVUE AV 89 PROPTY
300201091 BARTON RD/BELLEVUE AV 90 INJURY
300301728 BARTON RD/BELLEVUE AV 90 PROPTY
900604729 BARTON RD/BELLEVUE AV 90 INJURY
900705735 BARTON RD/BELLEVUE AV 90 INJURY
910201732 BARTON RD/BELLEVUE AV 91 PROPTY
910301853 BARTON RD/BELLEVUE AV 91 INJURY
910504104 BARTON RD/BELLEVUE AV 91 INJURY
890807267 BARTON RD/BROOKSIDE AV/LAKESIDE AV W 153 89 PROPTY
900705905 BARTON RD/BROOKSIDE AV/LAKESIDE AV W 250 90 PROPTY
881008283 BARTON RD/KANSAS ST 88 INJURY
910100362 BARTON RD/KANSAS ST 91 PROPTY
900302530 BARTON RD/NEVADA ST E 180 90 INJURY
910100157 BARTON RD/NEW JERSEY ST 91 INJURY
901210479 BARTON RD/SAN TIMOTEO CANYON RD 90 PROPTY
880200939 BARTON RD/TERRACINA BL 88 PROPTY
880403316 BARTON RD/TERRACING BL E 50 88 PROPTY
881008548 BARTON RD/TERRACINA BL 88 INJURY
PAGE 2
20LLISION. INTERSECTION. . . . . . . . . . . . . . . . . . . . . . . DTR DIS. YEAR TYPEC.
890100480 BARTON RD/TERRACINA BL 89 PROPTY
890201262 BARTON RD/TERRACINA BL E 250 89 PROPTY
890301684 BARTON RD/TERRACINA BL 89 PROPTY
890706791 BARTON RD/TERRACINA BL 89 PROPTY
891109749 BARTON RD/TERRACINA BL 89 INJURY
900100399 BARTON RD/TERRACINA BL W 25 90 PROPTY
900302090 BARTON RD/TE!RRACINA BL 90 PROPTY
900402846 BARTON RD/TERRACINA BL E 30 90 PROPTY
900402872 BARTON RD/TERRACINA BL 90 PROPTY
900705215 BARTON RD/TERRACINA BL E 100 90 INJURY
900907797 BARTON RD/TERRACINA BL 90 INJURY
45 items listed.