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HomeMy WebLinkAbout5196_CCv0001.pdf RESOLUTION NO. 5196 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 has been conducted for the following highway and the following speed limit is hereby found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe: Highway: CITRUS AVENUE Date of Study: MAY 9, 1995 Speed Limits as follows: 25 mph between Eureka Street and University Street 35 mph between University Street and Dearborn Street 40 mph between Dearborn Street and Wabash Avenue ADOPTED, SIGNED AND APPROVED THIS 20TH DAY OF JUNE, 1995 ayor of the City of Redlands ATTEST: 42 City Ciera �' ENGINEERING, TRAFFIC AND SPEED SURVEY HIGHWAY UNDER SURVEY: CITRUS AVENUE AREA OF: BETWEEN EUREKA STREET AND WABASH AVENUE DATE OF SURVEY: MAY 9, 1995 RECOMMENDATIONS: Based on the facts of this survey, it is recommended that Citrus Avenue between Eureka Street and University Street be posted for 25 miles per hour. The area is currently posted 25 mph. The area between Eureka Street and Orange Street is bounded on the north by the Redlands Mall and on the south by a public parking lot and the GTE building. The intersections at Eureka and Orange are signalized. There is also an intersection at 4th Street, which is controlled by stop signs on 4th Street and at the Redlands Mall driveway. A median island divides the directions of traffic. There are two lanes of traffic in each direction. The critical speed westbound was 32 mph and eastbound it was 30 mph. Average speed in both cases was 26 mph. Based on the critical speed alone, a speed limit of 30 mph would be indicated. However, the maintenance of the current 25 mph limit is justified because of the heavy pedestrian traffic in the area and because of the proximity of this segment to the central business district. The area between Orange Street and Church Street is in the central business district and is dense commercial. There is one lane of traffic in each direction between Orange Street and Redlands Boulevard and two in each direction east of Redlands Boulevard. There are seven intersections within this length with two all-way stops, four with intersecting streets controlled by stop signs and one signalized intersection at Redlands Boulevard. The critical speed in both directions was 28 mph. The critical speed and the densely commercial nature of the area support the maintenance of the current 25 mph speed limit. The area between Church Street and University Street is bounded on both sides by Redlands High School property. There is one intersecting street, Central Avenue, which is controlled by a stop sign. In addition there are several driveways, a school bus turnout and a signalized pedestrian crosswalk. There are two lanes of traffic in each direction. The area experiences heavy pedestrian traffic. This occurs not only during daytime school hours, but also in the evenings when events are taking place at the school. ENGINEERING, TRAFFIC AND SPEED SURVEY CITRUS AVENUE PAGE 2 Citrus Avenue bisects the campus with classrooms on both sides of the street causing a great deal of pedestrian traffic crossing Citrus Avenue. There is also significant congestion caused by vehicles pulling to the curb to drop off or pick up students. The critical speed eastbound was 34 mph and westbound it was 36 mph. Based on critical speed alone a speed limit of 30 mph would be indicated. However, due to the heavy pedestrian traffic in the area, the congestion and the use of the area into the evening hours, the maintenance of the existing 25 mph speed limit is justified. It is recommended that the area between University Street and Dearborn Street be posted for 35 mph. The current speed limit is 35 mph. The area between University Street and Judson Street is bounded on both sides by single and multiple family residential. There are five intersections in the length, cross streets being controlled by stop signs and Citrus Avenue being uncontrolled except for one recently installed four-way stop. There are two lanes of traffic in each direction. The critical speeds westbound are 36 and 38 mph and eastbound they are 38 and 40 mph. The critical speed support the maintenance of the existing 35 mph speed zone. The area between Judson Street and Dearborn Street is bounded by single family residential. There is one additional intersection in the area, at Lincoln Street, which is controlled by a four-way stop. There are two lanes of traffic in each direction. Critical speeds were measured westbound at two locations and were both 38 mph. Eastbound the critical speeds were 38 and 40 mph. Based upon the critical speeds, the maintenance of the existing 35 mph speed limit is justified. It is recommended that a 40 mph speed limit be established between Dearborn Street and Wabash Avenue. The existing speed limit is 40 mph. The area between Dearborn Street and Wabash Avenue is largely residential, with a shopping center on the southside east of Dearborn Street, and with a citrus grove on the northside west of Crafton Street. The street width varies in this area, with generally one lane of traffic in each direction. The critical speed westbound was 44 mph and eastbound it was 42 mph. Based upon these critical speeds, the maintenance of the existing 40 mph speed limit is justified. ENGINEERING, TRAFFIC AND SPEED SURVEY CITRUS AVENUE PAGE 3 It is recommended that the roadway be posted as follows: 1. 25 MPH signs for eastbound traffic a) Just east of Eureka Street b) Just east of Orange Street c) Just east of Sixth Street d) Just east of Redlands Boulevard 2. 25 MPH signs for westbound traffic a) Just west of University Street b) Just west of Church Street c) Just west of Redlands Boulevard d) Just west of Orange Street 3. 35 MPH signs for eastbound traffic a) Just east of University Street b) Just east of Cypress Avenue c) Just east of Judson Street d) Just east of Lincoln Street 4. 35 MPH signs for westbound traffic a) Just west of Dearborn Street b) Just west of Lincoln Street c) Just west of Judson Street d) Just west of Cypress Avenue 5. 40 MPH sign for eastbound traffic a) Just east of Dearborn Street b. 40 MPH sign for westbound traffic a) Just west of Wabash Avenue RONALD C. MUTI'E Public Works Director Reviewed by Traffic and Parking Commission Signature-, Date 3 RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: @ 4TH ST. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 25 DATE : 04/12/95 TIME START: 1526 TIME END: 1542 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF o OF o VERS TOTAL CUM 16 XX 2 1 . 8 1 . 8 18 XXXX 4 3 . 6 5 . 5 20 XXXXXX 6 5 . 5 10 . 9 22 XXXXXXX 7 6 . 4 17 . 3 24 XXXXXXXXXXXXXXXX 16 14 .5 31 . 8 26 XXXXXXXXXXXXXXXXXXXX 20 18 . 2 50 . 0 28 XXXXXXXXXXXXXXXXXXXXXXXXXXXX 28 25 . 5 75 . 5 30 XXXXXXXXXX 10 9 . 1 84 . 5 32 XXXXXXX 7 6 . 4 90 . 9 34 XXXXX 5 4 . 5 95 . 5 36 XXXX 4 3 . 6 99 . 1 38 X 1 0 . 9 100 . 0 TOTAL NUMBER OF VEHS : 110 CRITICAL SPEED (850) : 32 MPH PACE SPEED: 22 TO 32 MPH AVERAGE SPEED : 26 MPH MEDIAN SPEED : 27 MPH CERT CATION: RONALD C. MUTTER DATE RADAR. SPEED SURVEY STREET: CITRUS AVE. LOCATION: @ 4TH ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 25 DATE : 04/12/95 TIME START: 1544 TIME END: 1556 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF o OF VERS TOTAL CUM 18 X 1 0 . 8 0 . 8 20 XXXXX 5 4 . 1 5 . 0 22 XXXXXXXXXXXXXXX 15 12 .4 17 . 4 24 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 34 28 . 1 45 . 5 26 XXXXXXXXXXXXXXXXXXXXXX 22 18 . 2 63 . 6 28 XXXXXXXXXXXXXXXXX 17 14 . 0 77 . 7 30 XXXXXXXXXXXXXXXXXXX 19 15 . 7 93 . 4 32 XXXXX 5 4 . 1 97 . 5 34 XX 2 1 . 7 99 . 2 36 X 1 0 . 8 100 . 0 TOTAL NUMBER OF VEHS : 121 -'RITICAL SPEED (850) : 30 MPH PACE SPEED: 20 TO 30 MPH %VERAGE SPEED: 26 MPH 4EDIAN SPEED: 27 MPH CER FICATION: M�Jze��- 's—//sr RONALD C. MUTTER DATE RADAR SPEED SUR'V'EY STREET: CITRUS AVE. LOCATION: Q 8TH ST. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 25 DATE: 04/12/95 TIME START: 1442 TIME END : 1502 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF o OF VEHS TOTAL CUM 14 X 1 0 . 9 0 . 9 16 XX 2 1 . 9 2 . 8 18 XXXXXXX 7 6 . 5 9 . 3 20 XXXXXXXX 8 7 . 4 16 . 7 22 XXXXXXXXXXXXXXXXXXX 19 17 . 6 34 . 3 24 XXXXXXXXXXXXXXXXXXXXXX 22 20 . 4 54 . 6 26 XXXXXXXXXXXXXXXXXXX 19 17 . 6 72 .2 28 XXXXXXXXXXXXXXXXX 17 15 . 7 88 . 0 30 XXXXXXX 7 6 . 5 94 .4 32 XXX 3 2 . 8 97 . 2 34 XX 2 1 . 9 99 . 1 36 X 1 0 . 9 100 . 0 TOTAL NUMBER OF VEHS : 108 CRITICAL SPEED (850g) : 28 MPH PACE SPEED: 18 TO 28 MPH AVERAGE SPEED: 24 MPH '4EDIAN SPEED: 25 MPH CERTIFICATION: RONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: Q 8TH ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 25 DATE : 04/12/95 TIME START: 1505 TIME END: 1523 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF °s OF VEHS TOTAL CUM 14 X 1 1 . 0 1 . 0 16 XX 2 2 . 0 2 . 9 18 XXXXXXX 7 6 . 9 9 . 8 20 XXXXXXX 7 6 . 9 16 . 7 22 XXXXXXXXXXXXXXXXXX 18 17 . 6 34 . 3 24 XXXXXXXXXXXXXXXXXXXXXX 22 21 . 6 55 . 9 26 XXXXXXXXXXXXXXXXXXX 19 18 . 6 74 . 5 28 XXXXXXXXXXXXXX 14 13 . 7 88 . 2 30 XXXXXXX 7 6 . 9 95 . 1 32 XXXXX 5 4 . 9 100 . 0 DOTAL NUMBER OF VEHS : 102 7RITICAL SPEED (85m) : 28 MPH PACE SPEED : 18 TO 28 MPH kVERAGE SPEED: 24 MPH MEDIAN SPEED: 23 MPH CERT ICATI N: ONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: @ RHS DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 25 )ATE : 04/11/55 TIME START: 1559 TIME END : 1615 VEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM IPH NUMBER OF VEHICLES ## OF a OF o VEHS TOTAL CUM 22 XX 2 1 . 9 1 . 9 24 XXXXXXXXX 9 8 .3 10 . 2 26 XXXXXXXXXXXXXXXXX 17 15 . 7 25 . 9 28 XXXXXXXXXXXXXXXXXX 18 16 . 7 42 . 6 30 XXXXXXXXXXXXXXXX 16 14 . 8 57 . 4 32 XXXXXXXXXXXXXXXX 16 14 . 8 72 . 2 34 XXXXXXXXXXXX 12 11 . 1 83 . 3 36 XXXXXXXXXXX 11 10 . 2 93 . 5 38 XXXX 4 3 . 7 57 . 2 40 XX 2 1 . 9 99 . 1 42 X 1 0 . 9 100 . 0 'OTAL NUMBER OF VEHS : 108 'RITICAL SPEED (850) : 36 MPH ACE SPEED: 26 TO 36 MPH NERAGE SPEED: 30 MPH EDIAN SPEED : 32 MPH CERT ICATION: t p /..,.RONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: @ RHS DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 25 DATE : 04/11/95 TIME START: 1616 TIME END: 1626 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF o OF o VERS TOTAL CUM 24 XXXXXX 6 5 . 9 5 . 9 26 XXXXXXXXXXXXXX 14 13 . 7 19 . 6 28 XXXXXXXXXXXXXXXXXXXXXX 22 21 . 6 41 . 2 30 XXXXXXXXXXXXXXXXXXXX 20 19 . 6 60 . 8 32 XXXXXXXXXXXXXXXXX 17 16 . 7 77 . 5 34 XXXXXXXXXX 10 9 . 8 87 . 3 36 XXXXXXXX 8 7 . 8 95 . 1 38 X 1 1 . 0 96 . 1 40 X 1 1 . 0 97 . 1 42 X 1 1 . 0 98 . 0 44 XX 2 2 . 0 100 . 0 'OTAL NUMBER OF VERS : 102 :RITICAL SPEED (85a) : 34 MPH 'ACE SPEED : 26 TO 36 MPH OVERAGE SPEED: 30 MPH [EDIAN SPEED : 34 MPH CER FICATION: ol �ONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: 1500 ' W. JUDSON ST. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 35 DATE: 05/09/95 TIME START: 0950 TIME END: 1009 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES ## OF o OF o VEHS TOTAL CUM 24 X 1 1 . 0 1 . 0 26 XXXX 4 3 . 8 4 . 8 28 XXXXXXXXXXXXXX 14 13 . 3 18 . 1 30 XXXXXXXXXXXXXXXXXXXX 20 19 . 0 37 . 1 32 XXXXXXXXXXXXXXXXX 17 16 . 2 53 . 3 34 XXXXXXXXXXXXXXXXX 17 16 . 2 69 . 5 36 XXXXXXXXXXXXXX 14 13 . 3 82 . 9 38 XXXXXXXXX 9 8 . 6 91 . 4 40 XXXXXXXX 8 7 . 6 99 . 0 42 X 1 1 . 0 100 . 0 TOTAL NUMBER OF VEHS : 105 2RITICAL SPEED (856) : 38 MPH PACE SPEED: 28 TO 38 MPH kVERAGE SPEED: 32 MPH MEDIAN SPEED : 33 MPH CERT ICATION: RONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: 1500' W. JUDSON ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 35 DATE : 05/09/95 TIME START: 0933 TIME END: 0954 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES ## OF a OF 06 VEHS TOTAL CUM 22 XXXX 4 4 . 0 4 . 0 24 XXXX 4 4 . 0 8 . 0 26 XXXX 4 4 . 0 12 . 0 28 XXXXXXXX 8 8 . 0 20 . 0 30 XXXXXXXXXXX 11 11 . 0 31 . 0 32 XXXXXXXXXXXXX.XXXXXX 19 19 . 0 50 . 0 34 XXXXXXXXXXXXXXXXX 17 17 . 0 67 . 0 36 XXXXXXXXXXXXXXXXX 17 17 . 0 84 . 0 38 XXXXXXXXXXX 11 11 . 0 95 . 0 40 XXX 3 3 . 0 98 . 0 42 XX 2 2 . 0 100 . 0 COTAL NUMBER OF VERS : 100 -"RITICAL SPEED (85e) : 38 MPH ?ACE SPEED: 28 TO 38 MPH kVERAGE SPEED: 32 MPH 4EDIAN SPEED : 32 MPH CERTI CATION: RONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: 500' W. COOK ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 35 DATE : 05/09/95 TIME START: 0905 TIME END: 0931 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES ## OF o OF o VEHS TOTAL CUM 24 X 1 0 . 9 0 . 9 26 X 1 0 . 9 1 . 9 28 XXXX 4 3 . 7 5 . 6 30 XXXXXX 6 5 . 6 11 . 2 32 XXXXXXX 7 6 . 5 17 . 8 34 XXXXXXXXXXXX 12 11 . 2 29 . 0 36 XXXXXXXXXXXXXXXXXXXXXXXXXX 26 24 . 3 53 . 3 38 XXXXXXXXXXXXXXXXXXXXXXX 23 21 . 5 74 . 8 40 XXXXXXXXXXXXXXX 15 14 . 0 88 . 8 42 XXXXXXX 7 6 . 5 95 .3 44 XXX 3 2 . 8 98 . 1 46 XX 2 1 . 9 100 . 0 'OTAL NUMBER OF VERS : 107 :RITICAL SPEED (8516) : 40 MPH )ACE SPEED: 30 TO 40 MPH iVERAGE SPEED: 36 MPH 1EDIAN SPEED: 35 MPH CERTT CATION; f--�-,-ONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: @ CYPRESS AVE. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 35 DATE : 05/09/95 TIME START: 1011 TIME END : 1026 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES ## OF °s OF ol VEHS TOTAL CUM 22 X 1 0 . 9 0 . 9 24 XXXXXXXX 8 7 . 0 7 . 8 26 XXXXXXXXXXXX 12 10 .4 18 . 3 28 XXXXXXXXXXXXXXXXXXXXX 21 18 . 3 36 . 5 30 XXXXXXXXXXXXXXXXXXXXX 21 18 . 3 54 . 8 32 XXXXXXXXXXXXXXXXXX 18 15 . 7 70 . 4 34 XXXXXXXXXXXXXXXX 16 13 . 9 84 . 3 36 XXXXXXXXXXXXX 13 13 . 3 95 . 7 38 XXX 3 2 . 6 98 . 3 40 XX 2 1 . 7 100 . 0 TOTAL NUMBER OF VERS : 115 2RITICAL SPEED (850) : 36 MPH PACE SPEED: 26 TO 36 MPH OVERAGE SPEED: 30 MPH MEDIAN SPEED: 31 MPH CERTI CATION: cam` / Y ,sJ �'t--RONALD C. M TTER DAT RADAR SPEED SURVEY STREET: CITRUS AVE . LOCATION: @ LIDO ST. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT : 35 DATE : 04/05/95 TIME START: 1517 TIME END: 1528 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES ## OF a OF VEHS TOTAL CUM 24 X 1 0 . 9 0 . 9 26 X 1 0 . 9 1 . 7 28 XX 2 1 . 7 3 . 4 30 XXXXXXX 7 6 . 0 9 . 4 32 XXXXXXXXXXXXXXXXXXXXXXXXX 25 21 .4 30 . 8 34 XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 32 27 . 4 58 . 1 36 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 23 . 1 81 . 2 38 XXXXXXXXXXX 11 9 .4 90 . 6 40 XXXXXXXXX 9 7 . 7 98 . 3 42 0 0 . 0 98 . 3 44 XX 2 1 . 7 100 . 0 TOTAL NUMBER OF VERS : 117 --RITICAL SPEED (8501) : 38 MPH DACE SPEED: 30 TO 40 MPH AVERAGE SPEED: 34 MPH 4EDIAN SPEED: 34 MPH CERTIF' ATTON: `RONALD C. MUTTER DATE / ' / RADAR SPEED SURVEY STREET : CITRUS AVE. LOCATION: @ LIDO ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 35 DATE: 04/05/95 TIME START: 1500 TIME END: 1515 +FEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF % OF o VEHS TOTAL CUM 22 X 1 0 . 9 0 . 9 24 0 0 . 0 0 . 9 26 X 1 0 . 9 1 . 9 28 XXX 3 2 . 8 4 . 6 30 XXXXXXXXX 9 8 . 3 13 . 0 32 XXXXXXXXXXXXXXXX 16 14 . 8 27 . 8 34 XXXXXXXXXXXXXXXXXXXXX 21 19 .4 47 . 2 36 XXXXXXXXXXXXXXXXXX 18 16 . 7 63 . 9 38 XXXXXXXXXXXXXXXXX 17 15 . 7 79 . 6 40 XXXXXXXXXXX 11 10 . 2 89 . 8 42 XXXXXXXXX 9 8 . 3 98 . 1 44 XX 2 1 . 9 100 . 0 .'OTAL NUMBER OF VERS : 108 'RITICAL SPEED (85-6) : 40 MPH ;ACE SPEED: 30 TO 40 MPH AVERAGE SPEED: 35 MPH IEDIAN SPEED : 33 MPH CERTI CATION- k---RONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: . 25 MI W. DEARBORN ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 35 DATE: 04/05/95 TIME START: 1450 TIME END: 1500 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF o OF o VEHS TOTAL CUM 24 XX 2 1 . 7 1 . 7 26 XXX 3 2 . 5 4 . 2 28 XXXXXXXXX 9 7 . 6 11 . 9 30 XXXXXXXXXXXX 12 10 . 2 22 . 0 32 XXXXXXXXXXXXXXXXXX 18 15 . 3 37 . 3 34 XXXXXXXXXXXXXXXXXXXXXX 22 18 . 6 55 . 9 36 XXXXXXXXXXXXXXXXXXXXXXX 23 19 . 5 75 . 4 38 XXXXXXXXXXXXX 13 11 . 0 86 . 4 40 XXXXXXXXXX 10 8 . 5 94 . 9 42 XXX 3 2 . 5 97 . 5 44 XXX 3 2 . 5 100 . 0 TOTAL NUMBER OF VEHS : 118 'RITICAL SPEED (8506) : 38 MPH ?ACE SPEED: 30 TO 40 MPH kVERAGE SPEED: 34 MPH MEDIAN SPEED : 34 MPH CERT CAT IO RONALD C. MUTTER DATE//f 77 RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: . 25 MI W. DEARBORN ST. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 35 DATE : 04/05/95 TIME START: 1430 TIME END: 1445 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM KPH NUMBER OF VEHICLES # OF 4 OF o VEHS TOTAL CUM 24 X 1 0 . 9 0 . 9 25 X 1 0 . 9 1 . 9 28 XXX 3 2 . 8 4 . 7 30 XXXXXXXX 8 7 . 5 12 . 3 32 XXXXXXXXXXXXXXXX 16 15 . 1 27 . 4 34 XXXXXXXXXXXXXXXXXXXXXXX 23 21 . 7 49 . 1 36 XXXXXXXXXXXXXXXXXXXXX 21 19 . 8 68 . 9 38 XXXXXXXXXXXXXXXXXX 18 17 . 0 85 . 8 40 XXXXXXXX 8 7 .5 93 . 4 42 XXXX 4 3 . 8 97 . 2 44 XXX 3 2 . 8 100 . 0 'OTAL NUMBER OF VEHS : 106 :RITICAL SPEED (85*-.) : 38 MPH 'ACE SPEED: 30 TO 40 MPH ffERAGE SPEED: 35 MPH ZEDIAN SPEED: 34 MPH CERTI ATION,...• ONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: 50' W. LA SALLE ST. DIRECTION OF TRAVEL: E. BOUND EXISTING SPEED LIMIT: 35 DATE : 04/05/95 TIME START: 1330 TIME END: 1400 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES ## OF a OF VEHS TOTAL CUM 24 X 1 0 . 8 0 . 8 26 XX 2 1 . 7 2 . 5 28 XXX 3 2 . 5 5 . 0 30 XXXXXXXX 8 6 . 6 11 . 6 32 XXXXXXXXXXXXX 13 10 . 7 22 . 3 34 XXXXXXXXXXXXXXXX 16 13 . 2 35 . S 36 XXXXXXXXXXXXXXXXXXXXXXXXXXX 27 22 . 3 57 . 9 38 XXXXXXXXXXXXXXXX 16 13 . 2 71 . 1 40 XXXXXXXXXXXX 12 9 . 9 81 . 0 42 XXXXXXXXXXX 11 9 . 1 90 . 1 44 XXXXX 5 4 . 1 94 . 2 46 XXX 3 2 . 5 96 . 7 48 X 1 0 . 8 97 . 5 50 XX 2 1 . 7 99 . 2 52 X 1 0 . 8 100 . 0 TOTAL NUMBER OF VERS : 121 --RITICAL SPEED (8516) : 42 MPH PACE SPEED: 32 TO 42 MPH %VERAGE SPEED: 36 MPH 4EDIAN SPEED: 38 MPH CER TI I ATION: 1 s/2"ClAi -- - RONALD C. MUTTER DATE RADAR SPEED SURVEY STREET: CITRUS AVE. LOCATION: 50 ' W. LA SALLE ST. DIRECTION OF TRAVEL: W. BOUND EXISTING SPEED LIMIT: 35 DATE : 04/05/95 TIME START: 1405 TIME END: 1427 WEATHER: CLEAR ROAD CONDITION: DRY/GOOD OBSERVER: AJM MPH NUMBER OF VEHICLES # OF o OF 16 VEHS TOTAL CUM 28 XX 2 2 . 0 2 . 0 30 XX 2 2 . 0 4 . 0 32 XXXXXXX 7 7 . 0 11 . 0 34 XXXXXXXXXX 10 10 . 0 21 . 0 36 XXXXXXXXXXXXXXXXXXXX 20 20 . 0 41 . 0 38 XXXXXXXXXXXXXXXXXX 18 18 . 0 59 . 0 40 XXXXXXXXXXXXX 13 13 . 0 72 . 0 42 XXXXXXXXXXX 11 11 . 0 83 . 0 44 XXXXXXXX 8 8 . 0 91 . 0 46 XXXXXXX 7 7 . 0 98 . 0 48 XX 2 2 . 0 100 . 0 COTAL NUMBER OF VERS : 100 :RITICAL SPEED (85%) : 44 MPH ?ACE SPEED: 34 TO 44 MPH kVERAGE SPEED: 38 MPH 9EDIAN SPEED: 38 MPH CERTI ATION: ��OUKLD C. MUTTER DATE MALL COMM. COMM. r COMM. L COMM. SPEED SURVEY i w ao �Fp WORKSHEET N CITRUS AVE. __ CITRUS 2 . . k I I .l [L25�0 ©1P 25 si 025 A 25 BETWEEN EUREKA ST. S 25COMM. GTE CIVIC COMM. YMCA AND CHURCH ST, POT CENTER DATE OF SURVEY 4Z12Z95 . SGA y O STOP SIGN F 5 TRAFFIC SIGNAL FILE NUMBER D SPEED LIMIT SIGN DEVELOPMENT BUSSINESS PARKING LOTS CHURCH COMMERCIAL ROADWAY WIDTH —63'--- —49'— NO. OF STRIPED LANES FOUR TWO TYPE OF STRIPING CEMENT ISLAND -DASHED WHITE LINES _DOUBLE,YELLOW LEFT TURN POCKETS TRAFFIC CONTROLS TRAFFIC SIGNALS 0 MAJOR INTERSECTIONS - STOP SIGNS O CROSS STREETS AVERAGE DAILY TRAFFIC 5689 -8638 _ 7269 10416 ----_--- OBSERVED SPEED - CRITICAL 34 28 OBSERVED SPEED - PACE & AVG. 20 TO 30/26 — __ _.. _-- 18 To 28/ 24 _ -- EXISTING SPEED ZONE 2� —.-.- - - --- i PROEOSED SPEEDIME 25 II ACCIDENT i LEGEND 19 g9 PROP. DAMAGE I INJURY Q 19_q3_ FATAL 19_94_ J Q SPEED SURVEY z > WORKSHEET N U RHS 0 RHS D NORTH CAMPUS BUS CITRUS AVE. BARN 25 BETWEEN CHURCH ST. --- SD --_-- -- S -_--_-- --_ - --- S _ -- _ CITRUS AND UNIVERSITY 5T. RHS RHS SOUTH CAMPUS ATH. FIELD DATE OF SURVEY 4/11/9 5 � STOP SIGN SCHOOL ZONE FILE NUMBER S TRAFFIC SIGNAL ❑ SPEED LIMIT SIGN DEVELOPMENT SCHOOL RESIDENTIAL ROADWAY WIDTH 1 49 — N0. OF STRIPED LANES FOUR LANES -----�---�—_.__—__. TYPE OF STRIPING ISLAND W FENCE —DASHED WHITE LINES DOUBLE YELLOW LINES —DASHED WHITE LINES TRAFFIC CONTROLS TRAFFIC SIGNALS O CHURCH & UNIVERSITY ST.— PEDESTRIAN SIGW BETWEEN CHURCH do CENTRAL AVE. AVERAGE DAILY TRAFFIC 6150— —4222 OBSERVED SPEED — CRITICAL 34 OBSERVED SPEED — PACE & AVG. _ 26 JO 26/ 30 EXISTING SPEED ZONE 25 PROP05ED SPEED 1i 25 ACCIDENT LEGEND 192 Do PROP. DAMAGE INJURY 0 19.x.3_ FATAL - - 19_q_4__ z w 0 Y 0 D SPEED SURVEY / 0 D WORKSHEET N �r0 MULTI-FAM MULTI-FAM MULTI-FAM COMM. CITRUS AVE. ❑35 35 • w � UNIVERSITY ST. S S BETWEEN c 035G ► CITRUS • 35 ► AND FORD ST. E RES 4F,`' RES RES 4/11/9 5 ' O�Q o DATE OF SURVEY . STOP SIGN FILE NUMBER S TRAFFIC SIGNAL { ❑ SPEED LIMIT SIGN DEVELOPMENT APARTMENTS RESIDENTIAL COMMERCIAL ROADWAY WIDTH —64'— NO. 4'—NO. OF STRIPED LANES FOUR LANES FOUR LANES TYPE OF STRIPING DOUBLE YELLOW LINES DOUBLE YELLOW LINES- DASH WHITE LANE SEPARATORS TRAFFIC CONTROLS TRAFFIC SIGNALS O UNIVERSITY & FORD JUDSON ST. -FOUR WAY STOP O GROVE ST. - STOP SIGNS O CROSS STREETS AVERAGE DAILY TRAFFIC _. _ __ 6329— --8095 OBSERVED SPEED - CRITICAL 38 36 40 OBSERVED SPEED - PACE & AVG. 30 TO 40 34 EXISTING SPEED ZONE 3 PROPOSEDPEED LIMIT 35 ACCIDENT LEGEND l9-q2- PROP. 9-q2PROP. DAMAGE INJURY Q 9 93 FATAL f z a RES ? z z RES 0 Q O z � cr Lai tat tli SPEED SURVEY D oz � a' � 4RES WORKSHEET N l CITRUS AVE. 3u u_� --FORD ST. -- S -- - -- -- ---- 5BETWEEN 035 - - CITRUS 0GROVE AND DEARBORN ST. RES RES 7 r D DATE OF SURVEY 1 1 g5 . STOP SIGN �P4��Ca S TRAFFIC SIGNAL 9C o z FILE NUMBER ❑ SPEED LIMIT SIGN RESIDENTIAL CITRUS DEVELOPMENT —631— —57'— —63'— , ROADWAY 6'3'— ROADWAY WIDTH FOUR LANES �--- NO. OF STRIPED LANES DOUBLE YELLOW LINES - DASHED WHITE LINES TYPE OF STRIPING TRAFFIC SIGNAL 0 FORD JUDSON ST. - FOUR WAY STOP SIGN 0 LINCOLN do DEARBORN ST. TRAFFIC CONTROLS -AVERAGE DAILY TRAFFIC 39 --- OBSERVED SPEED - CRITICAL 30 TO 40 35 --- OBSERVED SPEED -- PACE do AVG. EXISTING_.SPEED__ZQNE.—_._�___� __� - 35 ROPOSED SP D LIMIT ACCIDENT LEGEND 19_q2. PROP. DAMAGE l9-q3- INJURY 9.EINJURY 0 FATAL ■ 19_q_4__ c� ca RES m g SPEED SURVEY c z z u) b a N ® w 0 x r- 0 WORKSHEET 0 c n ➢ r- _ ,;u m X m ;om -F z z CITRUS AVE. BETWEEN DEARBORN ST. a RES GROVE 4O y a AND ABAS AV . ► 40 CITRUS ` �} 5 GERRARDS VACANT RES DATE OF SURVEY 5 9��--... • STOP SIGN COMM. S TRAFFIC SIGNAL FILE NUMBER ❑ SPEED LIMIT SIGN DEVELpPMENT COMMERCIAL RESIDENTIAL CITRUS FARMING — ROADWAY WIDTH —63'— —g —48�— — 6'— —60'— TWO LANES NO. OF STRIPED LANES [DOUBLE YELLOW LINES -- _ TYPE OF STRIPING TRAFFIC CONTROLS FOUR wA SSTOP SIGNS _bEARBORN 3c WABASH - STOP SIGNS • .CROSS STREETS AVERAGE DAILY TRAFFIC a p3SERVED SPEED — CRITICAL 32-42 36 42 F___.__. OBSERVED SPEED — PACE & AVG. EXISTING SPEED ZONE 40 RO S D SP IMIT ACCIDENT LEGEND 19 � PROP. DAMAGE INJURY ] FATAL 19��