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Home My WebLink About6914 RESOLUTION NO 6914 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDLANDS ESTABLISHING TRAFFIC REGULATIONS PURSUANT TO TITLE 10 OF THE REDLANDS MUNICIPAL CODE AND RESCINDING RESOLUTION NO 6850 WHEREAS, pursuant to studies made under the authority of Title 10 of the Redlands Municipal Code, and the presentation of information contained in such studies, the City Council of the City of Redlands ("this City Council") has determined that certain traffic regulations should be established to protect the public health, safety and welfare; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF REDLANDS Section 1 Pursuant to Section 10 24 010 of the Redlands Municipal Code, a traffic engineering investigation was conducted by Al Grover & Associates to determine the speed limits for various streets throughout the City of Redlands, which was summarized in an "Engineering and Traffic Surveys Report" dated May 2009, with Summary Sheets, Segment Spot Speed Survey, and Speed Sign Postings, which are attached hereto as Exhibits "A," "E," and "C," respectively The recommended speed limits are hereby established for such streets and found appropriate to facilitate the orderly movement of traffic, and the speed limits are determined to be reasonable and safe, with the exception of that portion of Alta Vista Street between Florida Street and Sunset Drive, for which a 35MPH speed limit is hereby established Section 2 Resolution No 6850 is hereby rescinded. Section 3 This City Council further determines that the approval of this Resolution is exempt from review under the California Environmental Quality Act ("CEQA") pursuant to CEQA Guidelines section 15061(b )(3) which provides that CEQA applies only to projects which have the potential for causing a significant effect on the environment. This City Council finds that it can be seen with certainty that there is no possibility that the approval of this Resolution may have a significant effect on the environment ADOPTED, SIGNED AND APPROVED this 15th day of December, 2009 Pat Gilbreath, Mayor ATTEST. Lor�Poyzer, C e k 1. Lome Poyzer, City Clerk of the City of Redlands, hereby certify that the foregoing Resolution No 6914 was duly adopted by the City Council at a regular meeting thereof held on the 15th day of December, 2009, by the following vote AYES� Couneilmembers Bean, Harrison, Gallagher, Aguilar, Mayor Gilbreath NOES Councilmember Harrison and Councilmember Aguilar ABSENT None ABSTAIN None Lor �Ployze-r, City` 1 Ik EXHIBIT "C" Speed Sign Postings It is recommended that the following streets be posted as indicated below Alabama Street— Post 40 mph signs for northbound traffic 200 feet north of Park Avneue Just north of the existing railroad crossing Post 40 mph signs for southbound traffic Just south of Lugoma Avenue Just south of Industrial Park Avenue Just south of Redlands Boulevard Alta Vista Drive - Post 40 mph signs for eastbound traffic Just east of Sunset Drive Just east of Highview Drive Post 40 mph signs for westbound traffic Just west of Florida Street Just west of Highview Lane Barton Road- Post 45 mph signs for eastbound traffic Just east of the westerly city limit Post 45 mph signs for westbound traffic Just west of Terracma Boulevard Post 40 mph signs for eastbound traffic Just east of Alabama Street Post 40 mph signs for westbound traffic Just west of Lakeside Avenue Brockton Avenue—Post 30 mph signs for eastbound traffic Just east of New York Street Post 30 mph signs for westbound traffic Just west of Texas Street Post 35 mph signs for eastbound traffic Just east of Texas Street Just east of Orange Street Just east of Church Street Just east of University Street Just east of Judson Street Just east of Lincoln Street Just east of Dearborn Street Post 35 mph signs for westbound traffic Just west of Wabash Avenue Just west of Dearborn Street Just west of Lincoln Street Just west of Judson Street Just west of University Street Just west of Church Street Just west of Orange Street Brookside Avenue—Post 35 mph signs for eastbound traffic Just east of Center Street Post 35 mph signs for westbound traffic Just west of Eureka Street Center Street- Post 35 mph signs for southbound traffic Just south of Crescent Avenue Post 35 mph signs for northbound traffic Just north of Ridge Street Central Street- Post 25 mph signs for eastbound traffic Just east of University Street Just east of Grove Street Post 25 mph signs for westbound traffic Just west of Judson Street Just west of Cook Street Colton Avenue - Post 45 mph signs for eastbound traffic Just east of Dearborn Street Post 45 mph signs for westbound traffic Just west of Wabash Street Cypress Avenue - Post 45 mph signs for eastbound traffic Just east of Terracma Boulevard Just east of Lakeside Avenue Just east of San Mateo Street Just east of Esther Way Just east of Capon Street Just east of Roosevelt Road Just east of University Street Post 45 mph signs for westbound traffic Just west of Citrus Avenue Just west of I-10 Just west of University Street Just west of Redlands Boulevard Just west of Capon Street Just west of Center Street Just west of Lakeside Avenue Just west of Sunnyside Avenue Dearborn Street- Post 25 mph signs for northbound traffic Just north of Lugoma Avenue Midblock between Lugoma Avenue and San Bernardino Avenue Post 25 mph signs for southbound traffic Just south of San Bernardino Avenue Midblock between Lugoma Avenue and San Bernardino Avenue Post 30 mph signs for northbound traffic Just north of San Bernardino Avenue Approximately 800 feet north of San Bernardino Avenue Post 30 mph signs for southbound traffic Just south of Sessums Drive Approximately 1000 feet south of Sessums Drive Elizabeth Street—Post 35 mph signs for northbound traffic Just north of Garden Street Just north of Henrietta Street Just north of Fountain Avenue Post 35 mph signs for southbound traffic Just south of Crescent Avenue Just south of Elizabeth Crest Fifth Avenue— Post 45 mph signs for eastbound traffic Just east of Ford Street Post 45 mph signs for westbound traffic Just west of Dearborn Street Ford Street - Post 35 mph signs for northbound traffic Just north of Marcia Street Just north of South Avenue Post 35 mph signs for southbound traffic Just south of Sunset Drive Just south of South Avenue Post 40 mph signs for northbound taffic Just north of Sunset Drive Just north of Reservoir Road Just north of Crestview Drive Just north of Highland Avenue Just north of Fernwood Drive Post 40 mph signs for southbound traffic Just south of Citrus Avenue Just south of Fernwood Drive Just south of Fifth Avenue Just south of Crestview Drive Just south of Oak Street Judson Street - Post 40 mph signs for northbound traffic Just north of Citrus Avenue Just north of Laramie Avenue Just north of Sylvan Boulevard Just north of Colton Avenue Just north of Brockton Avenue Post 40 mph signs for southbound traffic Just south of Lugoma Avenue Just south of Brockton Avenue Just south of Colton Avenue Just south of Sylvan Avenue Lugoma Avenue—Post 40 mph signs for eastbound traffic Just east of Alabama Street Manposa Drive - Post 35 mph signs for eastbound traffic Just east of Westwood Drive (west) Post 35 mph signs for westbound traffic Just west of Country Club Drive New York Street—Post 35 mph signs for northbound traffic. Just north of Colton Avenue Just north of Brockton Avenue Post 35 mph signs for southbound traffic Just south of Lugoma Avenue Just south of Brockton Avenue Orange Street- Post 40 mph signs for northbound traffic Just north of Lugoma Avenue Just north of Pennsylvania Avenue Just north of San Bernardino Avenue Post 40 mph signs for southbound traffic Just south of Pioneer Avenue Just south of San Bernardino Avenue Just south of Pennsylvania Avenue Post 55 mph signs for northbound traffic Just north of Pioneer Avenue Post 55 mph signs for southbound traffic Just south of Hubbard Court Palo Alto Drive - Post 35 mph signs for westbound traffic Just west of Sunset Drive Just west of Wabash Avenue Post 35 mph signs for eastbound traffic Just east of Country Club Drive Just east of Mirasol Drive Pioneer Avenue - Post 35 mph signs for westbound traffic Just west of Dearborn Avenue Just west of Judson Avenue Just west of Tivoli Drive Just west of Church Street Just west of Orange Street Just west of Webster Street Post 35 mph signs for eastbound traffic Just east of Texas Street Just east of Webster Street Just east of Orange Street Just east of Church Street Just east of Tivoli Drive Just east of Judson Street San Timoteo Canyon Road—Post 45 mph signs for northbound traffic Just north of Fern Avenue Just north of Nevada Street Post 45 mph signs for southbound traffic Just south of Barton Road Just south of Nevada Street Texas Street - Post 40 mph signs for northbound traffic Just north of Redlands Boulevard Just north of Colton Avenue Just north of Lugoma Avenue Post 40 mph signs for southbound traffic Just south of San Bernardino Avenue Just south of Pennsylvania Avenue Just south of Lugoma Avenue Just south of Colton Avenue Post 30 mph signs for northbound traffic Just north of San Bernardino Avenue Just north of Pioneer Avenue Post 30 mph signs for southbound traffic Just south of Domestic Avenue Just south of Pioneer Avenue University Street—Post 30 mph signs for northbound traffic Just north of Lugoma Avenue Just north of Pennsylvania Avenue Post 30 mph signs for southbound traffic Just south of San Bernardino Avenue Just south of Pennsylvania Avenue Wabash Avenue - Post 45 mph signs for northbound traffic Just north of Fifth Avenue Post 45 mph signs for southbound traffic Just south of Citrus Avenue Just south of Highland Avenue Post 40 mph signs for southbound traffic- Just south of Colton Avenue EXHIBIT "B" 2009 City of Redlands - Segment Spot Speed Survey :Posted Recommended Street w No Direction Date. Speed.Limit Speed Limit (mph) (mob) Alabama St I Barton Rd to Park Ave N/S 119/2009 45 45 2 Park Ave to Lugonia Ave N/S 1/9/2009 35 40 j Alta Vista Dr 3 Florida St to Sunset Dr E/W 2/5,12009 35 40 Barton Rd 4 W City Limit to Terracma Blvd E/W 1/9/2009 55 45 5 Terracina Blvd to Alabama St E/W 1/9/2009 45 45 6 Alabama St to Lakeside Ave E/W 1/9/2009 35 40 Brockton Ave 7 New York St to Texas St E/W 1/30/2009 25 30 8 Texas St to Church St E!W 1/30/2009 30 35 9 Church St to Judson St E/W 1/30/2009 30 35 10 Judson St to Wabash Ave E/W 2/12/2009 30 35 Brookside Ave 11 Lakeside Ave to Center St E/1W 1/30/2009 35 35 12 Center St to Eureka St I E/W 1/30/2009 30 )5 Center St 13 State St to Brookside Ave E/W 1/9/2009 3. 35 14 Brookside Ave to Cypress Ave E/W 1/9/2009 35 35 15 Cypress Ave to Crescent Ave E/W 1/9/2009 35 35 16 = Crescent Ave to Ridge St E/W 2/12/2009 30 35 Central St 17 University St to Judson St E/W 2/12/2009 30 25 Colton Ave 18 Dearborn St to Wabash Ave E/W 2/12/2009 35 45 Crescent Ave 19 Serpentine Dr to Ramona Dr ( E/W 1/12/2009 35 35 Crestview Rd 20 Ford St to Buckingham Dr E/W 2/12/2009 25 25 Cypress Ave 21 Terracina Blvd to Center St E/W 1/9/2009 40 45 22 ; Center St to Redlands Blvd E/W 1/9/2009 40 45 23 Redlands Blvd to Citrus Ave E/W 1/9/2009 40 45 s Dearborn St 24 - Colton Ave to Lugoma Ave N/S 1/30/2009 30 30 25 Lugoma Ave to San Bernardino Ave N/S 2/27/2009 NP 25 26 San Bernardino Ave to Sessums Dr N/S 2/27/2029 NP 30 Elizabeth St 27 Garden St to Crescent Ave I E/W 2/6/2009 30 35 Fern Ave 28 Redlands Blvd to Cajon St E/W 1/16/2009 40 40 29 Cajon St to Center St E/W 1/16/2009 40 40 30 Center St to San Mateo St EiW 1/16/2009 40 40 31 San Mateo St to Terracma Blvd E/W 1/16/2009 35 35 Fifth Ave 32 Ford St to Dearborn St E/W 3;5/2009 35 45 33 . Dearborn St to Wabash Ave E;W 3/5/2009 45 45 Ford St 34 Citrus Ave to Fifth Ave N/S 1/29,2009 35 40 35 Fifth Ave to Reservoir Rd NIS 1/29/2009 35 40 36 Reservoir Rd to Sunset Dr N,S 1/29/2009 35 40 37 Sunset Dr to Garden Hill Dr N/S 1/29/2009 30 35 Grove St 38 Hiehland Ave to Citrus Ave N/S 3,`5/2009 30 30 39 Citrus Ave to Brockton Ave N/S 3/5/2009 30 30 Judson St 40 Citrus Ave to Colton Ave N/S 1;16/2009 3-) 40 41 Colton Ave to Lugoma Ave N/S 1/16,2009 35 40 42 Lugoma Ave to Pioneer Ave N/S 1/16/2009 35 35 EXHIBIT "B" 2009 City of Redlands - Segment Spot Speed Survey Posted Recammended Street tiv io ;Direction Date. Spe'ed.Liini't Speed Limit (-Pb) {mph). Lugonia Ave 43 1500 W/o Research Ave to California St E/W 1/9/2009 45 45 44 Cahforma St to Alabama St E/W 1/9/2009 45 45 45 Alabama St to Tennessee St E/W 1/9/2009 45 40 46 Tennessee St to Texas St E/W 2/27/2009 45 45 47 Texas St to Orange St E/W 2/27/2009 40 40 Mariposa Dr 48 Wabash Ave to Country Club Dr E/W 2/5/2009 25 25 49 Country-Club Dr to Garden St EJW 2/6/2009 30 35 50 Halsey St to Dwight St E/W 2/6/2009 20 20 Mountain View Ave 51 Lugoma Ave to San Bernardino Ave N/S 3/5/2009 45 45 New York St 52 Colton Ave to Lugoma Ave NIS 3/6/2009 NP 35 Olive Ave 53 Citrus Ave to San Mateo St E/W 3/6/2009 30 30 54 San Mateo St to Terracina Blvd E/W 3/6/2009 35 35 Orange St 55 Lugoma Ave to Pioneer Ave N/S 3/6/2009 35 40 56 Pioneer Ave to Hubbard Ct N/S 3/6/2009 50 55 Orange Tree Ln 57 California St to Alabama St E/W 1/9/2009 30 30 Palo Alto Dr 58 Country Club Dr to Mirasol Dr E/W 2/5/2009 30 35 59 Mirasol Dr to Sunset Dr E/Vb 2/5/2009 30 35 Pioneer Ave 60 Texas St to Orange St E/W 1/16/2009 30 35 61 Orange St to Occidental Dr E/W 1/16/2009 30 35 62 Occidental Dr to Dearborn St E/W 2/27/2009 30 35 Reservoir Rd 63 Ford St to Wabash Ave E/W 3/6/2009 45 45 San Bernardino Ave 64 Mountain View Ave to California St E/W 2/20/2009 45 45 San Timoteo Canyon Rd 65 Barton Rd to Fern Ave N/S 3/6/2009 40 45 Sunset Dr 66 Vinton Way to Alta Vista Dr N/S 1/29/2009 30 30 67 Alta Vista Dr to Panorama Point N/S 1/29/2009 30 30 Terracina Blvd 68 Barton Rd to Olive Ave N/S 3/6/2009 45 45 69 Olive Ave to Cypress Ave N/S 3/6/2009 35 35 Texas St 70 Redlands Blvd to Lugoma Ave NIS 1/16/2009 35 40 71 Lugoma Ave to San Bernardino Ave N/S 1/16/2009 35 40 72 San Bernardino Ave to Domestic Ave NIS 2/27/2009 N/A 30 University St 73 Cypress Ave to Colton Ave/Redlands Blvd N/S 2/20/2009 30 30 74 Colton Ave/Redlands Blvd to Lugoma Ave N/S 2/20/2009 30 30 75 Lugoma Ave to San Bernardino Ave NIS 2/20/2009 25 30 Wabash Ave 76 Fifth Ave to Citrus Ave N/S 1130,2009 35 45 77 Citrus Ave to Colton Ave N/S 1/30/2009 30 40 78 Colton Ave to Sessums Dr N/S 1/30/2009 35 35 ,1 ENGINEERING AND TRAFFIC SURVEYS IN THE NO CITY OF REDLANDS 2008 Prepared For CITY OF REDLANDS Engineering Department May 2009 11 t ,.f 4 056 $ Submitted By ALBERT COVER fes `. : . t,{ c , Ali <, : C", _, � :. TABLE OF CONTENTS SECTION PAGE 1 0 INTRODUCTION 1 20 STUDY METHODOLOGY 2 30 SURVEY RESULTS 3 3 1 Street Surveillance 3 3 2 Accident Rate Analysis 3 3 3 Spot Speed Survey 4 40 SURVEY FINDINGS AND RECOMMENDATIONS 8 41 Speed Limit Signing 8 5 0 SUMMARY AND CONCLUSIONS 13 LIST OF TABLES TABLE 1 Speed Zone Survey—Accident Survey Analysis 6 2 Segment Spot Speed Survey Summary 10 APPENDICES APPENDIX A Speed Zoning Regulations from Caltrans MUTCD 2003 California Supplement "Traffic Manual" and Definitions of Terms B Regulations Governing Speed Limits (Excerpts from California Vehicle Code) I Albert Grover&Associates Introduction SECTION 1.0 INTRODUCTION The purpose of this report is to document the results of an engineering and traffic survey conducted to update the speed limits on City of Redlands arterial (principal/minor), collector, and local street network The overall study was conducted to comply with existing State regulations concerning the increasing or decreasing of speed limits within City boundaries It is a common belief that posting of speed limit traffic signs will influence drivers to drive at that speed However, the facts indicate otherwise Driver behavioral research conducted in many parts of this country over a span of several decades shows that the average driver is influenced by the appearance of the highway itself and the prevailing traffic conditions in choosing the speed at which he or she drives Recognizing this, the California Vehicle Code (CVC) requires that speed limits be established in accordance with appropriate engineering practice and methods This report contains sufficient information to document that the conditions of the latest edition of the California Vehicle Code Section 627 have been satisfied and that other conditions not readily apparent to a motorist are properly identified To legally use radar for speed enforcement, Section 40802(b) of the CVC requires that limits be established per Sections 22357 and 22358 of the CVC, the limits must be justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation However, the time span can be extended up to seven to ten years depending on specific criteria These changes are expanded on in Appendix B The latest edition of the CVC has highlighted bicycle and pedestrian safety as part of the traffic and engineering survey, and this aspect was considered According to the City records, the last speed zone surveys were conducted in 2003 The current study will verify, increase or decrease existing speed limits within the City of Redlands based on the data and the results of this survey At 78 locations on the City's arterial and secondary arterial street network, spot speed surveys were taken in conformance with the State law for conducting engineering and traffic surveys for the purpose of establishing prima facie speed limits The data was collected per the California Manual of Uniform Traffic Control Devices (MUTCD) Sections of the MUTCD detailing regulations for conducting the required "Engineering and Traffic Survey" are presented in Appendix A Also in Appendix A are definitions of terms used in speed zone surveys Excerpts from the CVC regarding regulations governing speed limits are presented in Appendix B The actual speed zone surveys were conducted by Albert Grover and Associates (AGA) The streets were driven by a California registered traffic engineer from AGA 1 Albert Grover&Associates Study Methodology SECTION 2 0 STUDY METHODOLOGY The study involved three mayor categories of data and analysis The three mayor components are (1) geometric and characteristic street surveillance, (2) spot speed survey, and(3)accident rate analysis The arterial and secondary arterial streets were surveyed by field observation to determine the existing roadway characteristics, condition and placement of signs and markings, adjacent land uses, pedestrian and bicycle activity, and to identify roadway characteristics that are not readily apparent to vehicle drivers Spot speed surveys, utilizing a calibrated radar gun, were conducted at 78 locations to determine existing vehicular travel speeds A minimum of 100 observations (when possible)were recorded, 50 for each direction of travel, on all the arterial and secondary arterial streets This data was used to calculate statistical information such as the 85`'' percentile speed, 50th percentile speed, 10 mile per hour pace speed, percent of vehicles within the 10 mile per hour pace, median speed and other pertinent data for analysis Accident data was tabulated from the City's Accident Records (Crossroads) for the period from January 1, 2004 to December 31, 2006 (3 years) for each roadway segment The accident rate was calculated and considered in recommending the speed limit 2 Albert Grover&Associates Summary and Conclusions SECTION 3.0 SURVEY RESULTS 31 Street Surveillance "Speed Limit and Zones," Section 2B 116 of the California MUTCD latest edition, states that the speed lirmt should be established at the nearest five mile per hour increment to the 85th percentile speed recorded during the spot speed survey However, in matching existing conditions with the traffic safety needs of the community, engineering judgment may indicate the need for a further reduction in speed Whenever such factors are considered to establish the speed limit, they should be documented on the speed survey or in the accompanying engineering report The survey streets were driven by Mr Mark Miller, P E, Principal-in-Charge, who is a registered Civil and Traffic Engineer in the State of California The roadway characteristics, location of speed limit signs, conditions not readily apparent to the driver, type of area adjoining the street (commercial, residential, school zone, parks, etc) and type of roadway (divided, undivided, number of lanes, etc) were recorded as part of the study The roadway characteristics recorded were used to determine if any physical conditions warranted consideration of an additional five mile per hour reduction of the recommended speed in accordance with CVC Section 627 The speed survey segment roadway characteristics for each segment are indicated on the speed zone spot survey data forms in Appendix D 32 Accident Rate Analvsis The accident rate for each speed survey segment was determined by using the most recent accident records as required by CVC Section 627 Based on a review of the Crossroads collision database from January 1, 2004 to December 31, 2006,mid-block accident rates were calculated for each street surveyed The results of the accident rate calculations, including the Average Expected Accident Rates for each type of roadway facility are shown in Table 1 and in the Engineering and Traffic Survey Summary(Appendix D) The Average Expected Accident Rates are based on the latest average rate for each type of roadway in the City of Redlands per the Crossroads database ♦ Two and three lanes Urban Roadway— 198 ♦ Four or more lanes Undivided Urban Roadway—3 55 ♦ Four or more lanes Divided Urban Roadway—2 30 The mid-block accident rate in terms of"accidents per 1,000,000 vehicle miles of travel" for each street surveyed was calculated and is shown on the Engineering and Traffic Survey summary sheets The following shows a sample calculation 3 Albert Grover&Associates Summary and Conclusions Accident Rate Calculation The rate was calculated using the following equation Accident Rate= Number of Midblock accidents per near x 106 24-hour volume x 365 x segment length x 2 years Where Number of mid-block accidents per year based on one year (January 1, 2004 to December 1, 2006), 24-hour volume (both directions) in the survey segment and segment length in miles Example- Accident rate on Barton Road between Alabama Street and Lakeside Avenue Accident Rate = 1 x 106(4) 17,508 x 0 45 x 365 x 3 0.50 accidents per million vehicle miles (AJMV I) The Expected Accident Rate for the segment is 2 30 The calculated accident rate of 0 50 is well below the expected rate for this segment 33 Spot Speed Survev Spot speed surveys were conducted at each street segment to establish a reasonable and effective speed limit based on the premise that the speed limit thus established conforms to the actual behavior of the majority of motorists The speed limit should normally be established at or near the 85th percentile speed recorded for the surveyed segment and not below the 50`h percentile However, engineering judgment and other factors such as Street Surveillance (Section 3 1) and accident rates (Section 3 2) may indicate the need for further reduction in establishing reasonable and effective speed limits The criteria used in conducting the radar survey are listed in Appendix A Appendix D contains the spot speed survey data sheets for each of the 78 sections surveyed The information collected and data calculated for the radar speed survey are as follows ♦ Posted speed linut ♦ Direction of survey ♦ Date and time of speed survey ♦ 50th Percentile speed ♦ 85th Percentile speed ♦ 10 mph pace speed ♦ Percent over pace speed ♦ Range of speeds 4 Albert Grover&Associates Summary and Conclusions ♦ Number of vehicles observed ♦ Average speed ♦ Accident History ♦ Accident Rate ♦ Average Daily Traffic ♦ Road Description ♦ Pedestrian and Bicycle activity The summary contains information about vehicular speed data observed, accident data, street classification, and any unusual conditions at the location 5 Page 1 of 2 City of Redlands Table 1 2009 Speed Zone Survey - Accident Survey Analysis I f Distance Distance 2008 Accidentsi Accident ExpectedStreet 'So Location (Miles) (Feet) ADT (3 Y- �o0a1] Rate Ace Rate Alabama St I Barton Rd to Park Ave 0.82 4,330 15 491 4 0.29 3 55 2 Park Ave to Lugoma Ave 076 4,013 18,309 13 0.8.) 3 55 I Alta Vista Dr 3 Florida St to Sunset Dr 0.66 3,485 1 000 1 1 38 1 98 Barton Rd 4 W City Limit to Terracina Blvd 0?' 1 426 19 782 1 0 17 2.30 5 Terracma Blvd to Alabama St 0.34 1 795 19 782 2 0.27 2.30 6 Alabama St to Lakeside Ave 042 2,218 17 508 4 0.50 2.30 Brockton Ave 7 New York St to Texas St 0.2-� 1 320 1 708 1 2 14 1 98 8 Texas St to Church St 1 00 5,280 2,267 3 121 1 98 9 Church St to Judson St 1 00 5,280 2,267 6 2.42 1 98 10 Judson St to Wabash Ave 1 00 5 280 2,267 1 040 1 98 Brookside Ave 11 Lakeside Ave to Center St 076 4,013 12,654 6 0.57 1 98 12 Center St to Eureka St 0.37 1,954 12 654 5 0.98 1 98 Center St 13 State St to Brookside Ave 0.38 2,006 4,250 1 057 1 98 14 Brookside Ave to Cypress Ave 075 3,960 4,250 5 1 43 1 98 15 Cypress Ave to Crescent Ave 0.67 3,538 4,250 - 0 0.00 1 98 16 Crescent Ave to Ridge St 0.34 1,795 15,491 0 000 1 98 Central St 17 University St to Judson St 0.60 3 168 2000 6 4.57 1 98 Colton Ave 18 Dearborn St to Wabash Ave 0.50 2,640 9 1:9 2 0.40 l 98 Crescent Ave 19 Serpentine Dr to Ramona Dr 1 01 5,333 728 2 248 1 98 Crestview Rd 20 Ford St to Buckingham Dr 0.92 4,858 1 000 0 0.00 1 98 Cypress Ave 21 Terracma Blvd to Center St 1 26 6,653 7,671 2 0 19 3.55 22 Center St to Redlands Blvd 0.86 4,541 7 671 1 0 14 3.55 23 Redlands Blvd to Citrus Ave 0.66 3 485 7 671 4 072 1 98 Dearborn St 24 Colton Ave to Lugonia Ave 0.53 2 798 3 128 1 0.55 1 98 25 Lugoma Ave to San Bernardino Ave 0.90 4 752 3 128 0 0.00 1 98 26 San Bernardino Ave to Sessums Dr 0.36 1 901 3 128 0 0.00 198 Elizabeth St 27 Garden St to Crescent Ave 0.97 5,122 1,912 2 0.98 1 98 Fern Ave 28 Redlands Blvd to Cajon St 0.35 1 848 6 811 2 077 198 29 Cajon St to Center St 0.50 2,640 6,811 1 0.27 1 98 30 Center St to San Mateo St 0.50 2,640 6 811 0 0.00 1 98 31 San Mateo St to Terracma Blvd 0 71 3 749 6,811 1 0 19 1 98 Fifth Ave 32 Ford St to Dearborn St 0.50 2,640 6 720 3 0.82 3.:)5 33 Dearborn St to W abash Ave 0.50 2 640 6 720 0 0.00 1 98 ' Ford St 34 Citrus Ave to Fifth Ave 0.42 2,218 8,235 2 0.�-3 355 35 Fifth Ave to Reservoir Rd 0.55 2,904 8,235 0 0.00 1 98 36 Reservoir Rd to Smnset Dr 0.46 2,429 3 822 1 0.�)2 2.30 37 Sunset Dr to Garden Hill Dr 0.55 2,904 8,235 2 0.40 198 Grove St 38 Highland Ave to Citrus Ave 0.49 2,c87 1,184 1 1 57 1 98 39 Citrus Ave to Brockton Ave 0 75 3 960 1 184 1 1 03 1 98 Judson St 40 Citrus Ave to Colton Ave 0.50 2,640 5 080 1 0.�6 3.55 41 Colton Ave to Lugoma Ove 0.50 2,640 -�080 2 072 1 98 I 42 Lugoma Ave to Pioneer Ave 0 75 3,960 5,080 0 0.00 1 98 Lugonia Ave 43 1500 W;o Research We to California St 1 03 5,438 4,109 4 0.86 1 98 44 California St to Alabama St 1 00 5,280 6,082 13 1 95 1 98 45 Alabama St to Tennessee St 0 56 2,957 12 070 2 0.27 355 46 Tennessee St to Texas St 0.45 2,376 12,070 1 0 17 355 47 Texas St to Orange St 0 50 2,640 12,070 1 015 3..�5 I Mariposa Dr 48 Wabash Ave to Country Club Dr 0.38 2,006 1 224 0 0.00 1 98 49 Country Club Dr to Garden St 0.50 2,640 1 224 1 1 49 1 98 :�0 Halsey St to Dwight St 0.37 1 954 1 224 0 0.00 1 98 Mountain View Ave 51 Lugonia Ave to San Bernardino Ave 0.42 2,218 11 740 0 0.00 1 98 New York St 52 Colton Ave to Lugoma Ave 0.53 2 798 1 000 0 0.00 1 98 'Accident Data from 11112004 to 1/1/2007 1 -vu'r'Pr rrs:Redh nd 9601,;Sped Survey(19 R p I R,1,111 A Acad1 r and Scb is yr Spon ta 'Source Caltrans 2006 5/13/'Go9 Page 2 of 2 City of Redlands Table 1 2009 Speed Zone Survey - Accident Survey Analysis Distance Distance 2008 Accidents: Accident Expected' Street No Location (3 veep rn�otl (Miles) (Feet) ADT I Rate I Acc Rate Olive Ave 53 Citrus Ave to San Mateo St 1 26 6,653 3,238 3 0.67 198 54 San?!Mateo St to Terracma Blvd 0 80 4,224 3 238 2 � 071 198 111 Orange St 55 Lugonia Ave to Pioneer Ave 1 60 8 448 10 719 12 0.64 3 55 -�6 Pioneer Ave to Hubbard Ct 0.-�0 2,640 7 940 1 15 198 Orange Tree Ln b? California St to Alabama St 1 50 7,920 5,000 4 0.49 3.55 Palo Alto Dr 58 Country Club Dr to Mirasol Dr 0.27 1 426 1,266 0 0.00 1 98 b9 Mirasol Dr to Sunset Dr 0.68 3,590 1,266 1 1 06 1 98 Pioneer Ave 60 Texas St to Orange St 0.50 2 640 2,007 2 1 82 1 98 61 Orange St to Occidental Dr 075 3 960 1,081 1 1 13 1 98 62 Occidental Dr to Dearborn St 1 23 6,494 2,000 4 1 48 1 98 Reservoir Rd 63 Ford St to Wabash Ave 1 11 ,)861 1 000 1 0.82 198 San Bernardino Ave 64 Mountain View Ave to California St 1 00 5 280 6,963 3 0.39 2.30 San Timoteo Canyon Rd 65 Barton Rd to Fem Ave 1 34 7 075 5 639 8 097 1 98 Sunset Dr 66 Vinton Way to Alta Vista Dr 0.49 2,587 2 642 0 0.00 1 98 67 Alta Vista Dr to Panorama Point 1 13 5 966 708 2 2.28 1 98 Terracina Blvd 68 Barton Rd to Olive Ave 077 4,066 17 103 6 0.42 198 69 Olive Ave to Cypress Ave 048 2,534 17 103 3 0.33 1 98 Texas St 70 Redlands Blvd to Lugonia Ave 0.86 4,541 10,019 3 0.32 3.55 71 Lagoma Ave to San Bernardino Ave 0.50 2,640 10 019 1 018 1 98 72 San Bernardino Ave to Domestic Ave 0.51 2,693 1 351 0 0.00 1 98 I University St 73 Cypress Ave to Colton Ave/Redlands Blvd 0.69 3,643 1 518 10 8 72 198 74 Colton Ave/Redlands Blvd to Lugonia Ave 0.50 2,640 1 518 3 3 61 1 98 75 Lugonia Ave to San Bernardino Ave 0.50 2,640 1,207 0 000 1 98 Wabash Ave 76 Fifth Ave to Citrus Ave 049 2,587 4,800 0 0.00 198 77 Citrus Ave to Colton Ave 0.--,l 2,693 5,365 2 0.67 1 98 78 Colton Ave to Sessams Dr 142 7 498 906 0 0.00 1 98 'Accident Data from 1112004 to 11172007 Server's Pi�r r.R<-land,196-001 Sped 1u ey 09R,po t Redtnnd. lectdeni and Jebmcm Spor Tahle,.'!, Source Caltrans 2006 5/13/'009 Albert Grover&Associates Summary and Conclusions SECTION 4 0 SURVEY FINDINGS AND RECOMMENDATIONS In accordance with the State-imposed speed limit establishment regulation, as defined by CVC Section 627 described in Appendix A, there are several factors that may be considered to justify setting the prima facie speed limits more than five miles per hour below the observed 85th percentile speed It should be noted that the regulations in Appendix A also state that the maximum permissible lowering of the proposed speed limit from the 85th percentile is 10 miles per hour The factors to be considered are ♦ Most recent accident record(mid-block) ♦ Roadway design speed ♦ Safe stopping sight distance ♦ Superelevation ♦ Grades ♦ Shoulder condition ♦ Profile condition ♦ Intersection spacing offsets ♦ Commercial driveway characteristics (land use) ♦ Pedestrian traffic with and without sidewalks ♦ Pedestrian and Bicycle safety The above factors for each roadway segment surveyed are listed on the spot speed survey data forms in Appendix D The 85th percentile speed and the above factors were considered in venfying existing speed limits and recommending speed limit changes (increase or decrease) Additionally, discussions were held with City staff in making decisions with respect to changing existing speed limits This allowed for consideration of any special knowledge of the segment Table 2 shows the surveyed road segments with posted and recommended speed limits, including any increases or decreases 41 Speed Limit Sienin2 All California motorists are required to know the basic 15, 25, and 55 MPH speed laws and are tested on the subject when applying for a driver's license Consequently, speed limit signs covering these conditions need not be posted on City streets However, although not required by law, speed limit signs for these situations may be posted on streets that have significant daily vehicular traffic volumes, a by-pass traffic situation, the continued violation of a residential 25 MPH speed zone, or with other applicable warrants 8 Albert Grover&Associates Summary and Conclusions It is normal policy to recommend the posting of speed limit signs only of streets that have been covered by the City speed limit ordinance or by warranted situations covered above Speed limit signs should be installed at about one-half mile intervals on the City streets which have been speed zoned Signs are normally installed on the exit side of traffic signal controlled intersections and the more important intersections where there is high side street vehicle entry It is important that motorists be given adequate information while not oversignmg, which tends to confuse the motorist Enforcement problems can occur when, (a) the highway is posted with inappropriate speed limit signs, (b) the highway is improperly or inadequately posted, or, (c) the highway is not posted nor covered by ordinance and therefore falls under the basic speed law In any of these events, the result is a debatable validity that may be questioned in court cases where citations are issued and contested 9 Table 2: 2009 City of Redlands - Segment Spot Speed Survey Page,of 10-Mile %in 50th 85th Posted Recommended Street No No Direction Date Pace 10-Mile %751e /.Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph) Alabama St 1 Barton Rd to Park Ave N/S 1/9/2009 36-45 694 42 47 45 45 No change 2 Park Ave to 1 ugoma Ave N/S 1/9/2009 3241 698 36 41 35 40 Increase low accident rate Alta Vista Dr 3 Florida St to Sunset Dr E/W 2/5/2009 3544 570 41 47 35 40 Increase,no curb,sidewalk,curves,low accident Barton Rd 4 W City Luna to Terracina Blvd E/W 1/9/2009 40-49 796 43 47 5.5 45 Decrease 85th percentile 5 Terracina Blvd to Alabama St E/W 1/9/2009 3847 78.5 42 46 45 45 No change 6 Alabama St to Lakeside Ave E/W 1/9/2009 36-45 76.9 41 45 35 40 Increase,low accident rate Brockton Ave 7 New York Si to Texas St F.,/W 1/30/2009 30 39 81.2 34 39 25 30 Increase residential 8 'Texas St to Chinch St E/W 1/30/2009 29-38 89.3 33 36 30 35 Increase low accident rate 9 Church St to Judson St E/W 1/30/2009 30-39 84.0 34 38 30 35 Increase low accident rate 10 Judson St to Wabash Ave E/W 2/12/2009 27 36 776 32 37 30 35 Increase low accident rate Brookside Ave 11 1 akeside Ave to Center St h/W 1/30/2009 32 41 89.5 37 41 35 35 No change,low accident rate continuity ol'speed 12 Center St to Eureka St EAN 1/30/2009 29-38 679 35 42 30 35 Increase,low accident rate,multiple pedestrian zings (,enter St 13 State St to Brookside Ave E/W 1/9/2009 3241 83 8 36 39 35 35 No change low accident rate 14 Brookside Ave to Cypress Ave E/W 1/9/2009 32 41 73 1 35 40 35 35 No change continuity of speed low accident rate 15 Cypress Ave to Crescent Ave E/W 1/9/2009 30 39 790 34 39 35 35 No change,continuity of speed,loH accident rate 16 Crescent Ave to Ridge St E/W 2/12/2009 25 34 817 30 37 30 35 Increase continuity of speed low accident rate Central St 1.7 University St to Judson St E/W 2/12/2009 25 34 74.4 30 35 30 25 Decrease local street Colton Ave 18 Dearborn St to Wabash Ave E/W 2/12/2009 3746 702 40 45 35 45 Increase low accident rate Crescent Ave 19 Serpentine Dr to Ramona Dr h/W 1/12/2009 31 40 58.5 33 41 35 35 No change no sidewalks driveways Crestview Rd 20 Ford St to Buckingham Dr E/W 2/12/2009 30 39 674 36 42 25 25 No change local street Cypress Ave 21 Terracina Blvd to Center St E/W 1/9/2009 3847 72.4 43 48 40 45 Increase multiple driveways low accident rate 22 Center St to Redlands Blvd E/W 1/9/2009 4049 70.8 43 48 40 45 Increase low accident rate 23 Redlands Blvd to Citrus Ave E/W 1/9/2009 36-45 627 41 46 40 45 Increase low accident rate Dearborn St 24 Colton Ave to I ugonia Ave N/S 1/30/2009 23 32 84 7 28 32 30 30 No change 25 1 ugoma Ave to San Bernardino Ave N/S 2/27/2009 28 37 88.0 31 36 NP 25 Local street 26 San Bernardino Ave to Sessums Dr N/S 2/27/2029 23 32 100.0 29 31 NP 30 Establish Elizabeth St 27 Garden St to Crescent Ave E/W 2/6/2009 33 42 68.0 38 44 30 35 Increase no curb gutters sidewalks low accident Fern Ave 28 Redlands Blvd to Cajon St E/W 1/16/2009 3039 842 36 39 40 40 No change 29 Cajon St to Center St E/W 1/16/2009 28 37 951 33 36 40 40 No change 30 Center St to San Mateo St E/W 1/16/2009 32 41 777 37 42 40 40 No change 31 San Mateo St to Terraema Blvd E/W 1/16/2009 26-35 89.2 31 34 35 35 No change Fifth Ave 32 Pord St to Dearborn St E/W 3/5/2009 36-45 752 41 45 35 45 Increase 85th percentile low accident rate 33 Dearborn St to Wabash Ave F,/W 3/5/2009 39-48 754 43 48 45 45 No change 5.13r1W9 --5e,a+xlr.fla�ccu:ReAm�-15&IIQ!SpaQSrzz}04'Rrym'N<Aae�A:ndem and Seyr.er35pd tatA«Js Table 2 2009 City of Redlands - Segment Spot Speed Survey Paye 10-Mile %in 50th 85th Posted Recommended Street No No Direction Date Pace 10-Stile %Tile %Tile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph) Ford St 34 Citrus Ave to Fifth Ave N/S 1/29/2009 38 47 73 0 41 46 35 40 Increase continuity of speed low accident rate 35 Fifth Ave to Reservoir Rd N/S 1/29/2009 30 39 78,6 35 40 35 40 hicreasc,low accident rate 36 Reservoir Rd to Sunset Dr N/S 1/29/2009 3241 66.3 37 42 35 40 Increase low accident rate 37 Sunset Dr to Garden Hill Dr N/S 1/29/2009 28-37 58.0 34 40 30 35 Increase wide street low accident rate Grove St 38 Highland Ave to Citrus Ave N/S 3/5/2009 26-35 75.9 30 37 30 30 No change 39 Citrus Ave to Brockton Ave N/S 3/5/2009 28 37 779 34 37 30 30 No change Judson St 40 Citrus Ave to Colton Ave N/S 1/16/2009 33-42 892 37 41 35 40 Increase low accident rate 41 Colton Ave to Lugonia Ave N/S 1/16/2009 29 38 72.8 35 40 35 40 Increase,low accident rate 42 Lugoma Ave to Pioneer Ave N/S 1/16/2009 28 37 771 31 36 35 35 No change I ugonia Ave 43 1500'W/o Research Ave to California St E/W 1/9/2009 40-49 84.0 45 48 4.5 45 No change 44 California St to Alabama St 13/W 1/9/2009 35-44 74.8 40 44 45 45 No change 45 Alabama St to Tennessee St E/W 1/9/2009 2837 86.8 32 36 45 40 Decrease 46 Tennessee St to Texas St E/W 2/27/2009 3342 75.2 39 44 45 45 No change 47 Texas St to Orange St E/W 2/27/2009 3544 841 38 42 40 40 No change Mariposa Dr 48 Wabash Avg to Country Club Dr 1'11/W 2/5/2009 1928 92.5 23 27 25 25 No change 49 Country Club Dr to Garden St E/W 2/6/2009 3140 78.0 37 40 30 35 Increase no sidewalks low accident rate 50 Halsey St to Dwight St E/W 2/6/2009 15-24 90.0 19 22 20 20 No change Mountain View Ave 51 1 ugoma Ave to San Bernardmit Ave N/S 3/5/2009 34 43 70.0 37 43 45 45 No change 85th per New York St 52 Colton Ave to Lugonia Ave N/S 3/6/2009 2938 670 35 39 NP 35 Establish 85th percentile low accident rate Olive Ave 53 Citrus Ave to San Mateo St E/W 3/6/2009 2736 69.0 29 35 30 30 No change 85th percentile low accident rate 54 San Mateo St to Terracina Blvd E/W 3/6/2009 28-37 634 34 41 35 35 No change 85th percentile low accident rate Orange St 55 Lugonia Ave to Pioneei Ave N/S 3/6/2009 33-42 77 1 37 42 35 40 Increase 85th percentile low accident rate 56 Pioneer Ave to Hubbard Ct N/S 3/6/2009 51 60 70.5 53 60 50 55 Increase 851h percentile low accident rate Orange Tree Ln 57 California St to Alabama St E/W 1/9/2009 1726 95.0 22 25 30 30 No change Palo Alto Dr 58 Country Club Dr to Mirasol Dr E/W 2/5/2009 26 35 71.6 32 38 30 35 Increase low accident rate 59 Muasol Dr to Sunset Dr E/W 2/5/2009 2937 72.0 33 38 30 35 Increase low accident rate Pioneer Ave 60 Texas St to Orange St E/W 1/16/2009 31.40 86.5 35 38 30 35 Increase,low accident rate 61 Orange It to Occidental Dr E/W 1/16/2009 25 34 76,9 31 35 30 35 Increase low accident rate 62 Occidental Dr to Dearborn St E/W 2/27/2009 28 37 84,0 33 37 30 35 Increase low accident rate Reservoir Rd 63 Ford St to Wabash Ave E/W 3/6/2009 3847 799 44 48 45 45 No change San Bernardino Ave 64 Mountain View Ave to California St E/W 2/20/2009 38-47 84.2 44 47 45 45 No change San T'imoteo Canyon Rd 65 Barton Rd to Fern Ave N/S 3/6/2009 37 46 78.8 41 45 40 45 Increase 85th percentile low accident rate Sunset Dr 66 Vinton Way to Alta Vista Dr N/S 1/29/2009 28-37 76.2 33 38 30 30 No change curvilinear no sidewalks 67 Alta Vista Dr to Panorama Point N/S 1/29/2009 2433 84.0 29 32 30 30 No change,curvilinear no sidewalks 9i3'XAB is«.ar< �weimm:ncmi syua se...mx�xaam nKa<w aes�,.++spw rw�.t4 Table 2 2009 City of Redlands - Segment Spot Speed Survey Page 3ot3 10-Mile %to 50th 85th Posted Recommended Street No No Direction Date Pace 10-dile %-1 He 'A'rile Speed Limit Speed Limit Comments (mph) Pace (mph) (mph) (mph) (mph) Terracuta Blvd 68 Barton Rd to Olive Ave N/S 3/6/2009 39-48 827 43 47 45 45 No change 69 Olive Ave to Cypress Ave N/S 3/6/2009 28-37 85 6 32 36 35 35 No change Texas St 70 Redlands Blvd to 1 ugonia Ave N/S 1/16/2009 36-45 76.2 40 45 35 40 Increase continuity of speed low accident rate 71 1 ugonia Ave to San Bernardino Ave N/S 1/16/2009 30-39 853 34 38 35 40 Increase low accident rate 72 San Bernardino Ave to Domestic Ave NIS 2/27/2009 25 34 96.3 30 33 N/A 30 Establish University St 73 Cypress Ave to Colton Ave/Redlands Blvd NIS 2/20/2009 27 36 90S 31 35 30 30 No change high accident rate 74 Colton Ave/Redlands Blvd to Lugonia Ave N/S 2/20/2009 28 37 806 32 36 30 30 No change high accident rate 75 Lugonia Ave to San Bernardino Ave N/S 2/20/2009 28-37 897 33 37 25 30 Increase,tow accident rate continuity of speed Wabash Ave 76 Filth Ave to Citrus Ave N/S 1/30/2009 28 37 792 42 48 35 45 Increase low accident rate 77 Citrus Ave to Colton Ave N/S 1/30/2009 31 40 65 1 37 43 30 40 Increase,low accident rate 78 Colton Ave to Sessums Dr N/S 1/30/2009 28 37 78.8 33 37 35 35 No change 5'1]rtOpB Smv IdJ4apmRsMds-IAS-0111 Spse4 Suer-O4RnymJleArrax Ac..ih.0 mA tiegmuu Spu ialdew..v1 Albert Grover&Associates Summary and Conclusions SECTION 5 0 SUMMARY AND CONCLUSIONS 1 The radar survey and the raw data collection was conducted per CVC Section 627 2 A total of 78 sections on the City's arterial, collector, and local street network were surveyed 3 The accident rate(Table 1) for the majority of the street segments is well below the expected accident rate obtained from the City's Crossroads database for various types of roadway facilities 4 It was concluded that the existing speeds on arterial, collector, and local roadways in the City of Redlands can remain unchanged, except on the following roadway segments ♦ Alabama Street- Park Avenue to Lugoma Ave, it is recommended that the existing posted speed limit of 35 mph be increased to 40 mph based on the 85th percentile speed and low accident rate ♦ Alta Vista Drive Florida Street to Sunset Drive, it is recommended that the existing posted speed limit of 35 mph be increased to 40 mph based on the 85th percentile speed and low accident rate ♦ Barton Road West City Limit to Terracma Boulevard, it is recommended that the existing posted speed linut of 55 mph be decreased to 45 mph based on the 85th percentile speed ♦ Barton Road Alabama Street to Lakeside Avenue, it is recommended that the existing posted speed limit of 35 mph be increased to 40 mph based on the 85th percentile speed and low accident rate ♦ Brockton Avenue New York Street to Texas Street, it is recommended that the existing posted speed limit of 25 mph be increased to 30 mph based on the 85th percentile speed ♦ Brockton Avenue Texas Street to Wabash Avenue, it is recommended that the existing posted speed lurut of 30 mph be increased to 35 mph based on the 85th percentile speed and low accident rate ♦ Brookside Avenue Center Street to Eureka Street, it is recommended that the existing posted speed limit of 30 mph be increased to 35 mph based on the 85`h percentile speed, low accident rate, and multiple pedestrian crossings ♦ Center Street. Crescent Avenue to Ridge Street, it is recommended that the existing posted speed limit of 30 mph be increased to 35 mph based on the 85`h percentile speed, continuity of speed, and low accident rate ♦ Central Street University Street to Judson Street, it is recommended that the existing posted speed limit of 30 mph be decreased to 25 mph based on the Local Street status 13 Albert Grover&Associates Summary and Conclusions ♦ Colton Avenue Dearborn Street to Wabash Avenue, it is recommended that the existing posted speed limit of 35 mph be increased to 45 mph based on the 85th percentile speed and low accident rate ♦ Cypress Avenue Terracing Boulevard to Citrus Avenue, it is recommended that the existing posted speed limit of 40 mph be increased to 45 mph based on the 85th percentile speed and low accident rate ♦ Dearborn Street Lugoma Avenue to San Bernardino Avenue, it is recommended that the speed limit be established at 25 mph based on the Local Street status ♦ Dearborn Street San Bernardino Avenue to Sessums Drive, it is recommended that the speed limit be established at 30 mph based on the Local Street status ♦ Elizaheth Street: Garden Street to Crescent Avenue, it is recommended that the existing posted speed limit of 30 mph be increased to 35 mph based on the 85th percentile speed and low accident rate ♦ Fifth Avenue- Ford Street to Dearborn Street, it is recommended that the existing posted speed limit of 35 mph be increased to 45 mph based on the 85`h percentile speed and low accident rate ♦ Ford Street Citrus Avenue to Sunset Drive, it is recommended that the existing posted speed limit of 35 mph be increased to 40 mph based on the 85`h percentile speed, continuity of speed,and low accident rate ♦ Ford Street Sunset Drive to Garden Hill Drive, it is recommended that the existing posted speed limit of 30 mph be increased to 35 mph based on the 85th percentile speed and low accident rate ♦ Judson Street Citrus Avenue to Lugoma Avenue, it is recommended that the existing posted speed limit of 35 mph be increased to 40 mph based on the 85th percentile speed and low accident rate ♦ Lugoma Avenue Alabama Street to Tennessee Street, it is recommended that the existing posted speed linut of 45 mph be decreased to 40 mph based on the 85th percentile speed ♦ Mariposa Drive Country Club Drive to Garden Street, it is recommended that the existing posted speed hnut of 30 mph be increased to 35 mph based on the 85th percentile speed and low accident rate ♦ New York Street- Colton Avenue to Lugoma Avenue, it is recommended that the speed limit be established at 35 mph based on 85th percentile speed and low accident rate ♦ Orange Street: Lugoma Avenue to Pioneer Avenue, it is recommended that the speed limit of 35 mph be increased to 40 mph based on the 85`h percentile speed and low accident rate ♦ Orange Street Pioneer Avenue to Hubbard Court, it is recommended that the existing posted speed limit of 50 mph be increased to 55 mph based on the 85th percentile speed and low accident rate 14 Albert Grover&Associates Summary and Conclusions ♦ Palo Alto Drive: Country Club Drive to Sunset Drive, it is recommended that the existing posted speed limit of 30 mph be increased to 35 mph based on the 85`h percentile speed and low accident rate ♦ Pioneer Avenue: Texas Street to Dearborn Street, it is recommended that the existing posted speed limit of 30 mph be increased to 35 mph based on the 85`h percentile speed and low accident rate ♦ San Timoteo Canyon Road Barton Road to Fern Avenue, it is recommended that the existing posted speed limit of 40 mph be increased to 45 mph based on the 85`h percentile speed and low accident rate ♦ Texas Street Redlands Boulevard to San Bernardino Avenue, it is recommended that the existing posted speed limit of 35 mph be increased to 40 mph based on the 85`h percentile speed, continuity of speed, and low accident rate ♦ Texas Street San Bernardino Avenue to Domestic Avenue, it is recommended that the speed limit of 30 mph be established based on the Local Street status ♦ University Street Lugoma Avenue to San Bernardino Avenue, it is recommended that the existing posted speed limit of 25 mph be increased to 30 mph based on the 85`h percentile speed, continuity of speed, and low accident rate ♦ Wabash Avenue. Fifth Avenue to Citrus Avenue, it is recommended that the existing posted speed limit of 35 mph be increased to 45 mph based on the 85`h percentile speed and low accident rate ♦ Wabash Avenue: Citrus Avenue to Colton Avenue, it is recommended that the existing posted speed limit of 30 mph be increased to 40 mph based on the 85`h percentile speed and low accident rate Projects\RedlandsA 196-001�Report\Report.doc 15 Speed Zoning Regulations from California Manual on Uniform Traffic Control Devices (MUTCD) (FHWA's MUTCD 2003 Edition as amended for use in California) and Definition of Terms Section 2B.116 Speed Limits and Zones Support Speed limits in California are governed by the California Vehicle Code (CVC), Sections 22348 through 22413, also, pertinent sections are found in Sections 627 and 40802 and others referenced in this section See Section IA 11 for information regarding this publication Refer to Section 2B 13 for speed limit signs Refer to Part 6 (Section 6C 01) for speed linut signs in temporary traffic control areas Refer to Part 7 for speed limit signs in school areas Basic Speed Law and Prima Facie Speed Limits—See CVC 22350 & 22352 Support The basic speed law states "No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and the surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property" Standard Prima facie speed limits are specific limits and shall apply unless changed based upon an engineering and traffic survey and signs are posted that display the new speed limit Option Prima facie speed limits may be preempted by the basic speed law, when roadway,traffic or weather conditions warrant a lower speed Use of Metric System Designations—See CVC 213513 Option Dual units for speed limits on signs may be placed on local streets and roads in both Metric and English units Guidance If used, dual unit speed limits should be rounded to the nearest 10 km/h for Metric and 5 mph for English units for posting on signs on local streets and roads Support Refer to AASHTO's Traffic Engineering Metric Conversion Factors See Section lA 11 for information regarding this publication Standard Metric speed limits shall not be placed on State highways For use in this Supplement, 70 mph shall be shown as a metric equivalent of 110 km/h, neither of which shall be used on any local street or road Leeal Authoritv for Establishme Speed Limits Support Delegation of Legal authority to set speed limits on State highways is given to Department of Transportation's District Directors The District Director of each transportation district is authorized to issue orders regulating the speed of traffic, up to 110 km/h (65 mph) on State highways The Director of the MUTCD Department of Transportation retains the authority to approve variable,minimum, and maximum speeds up to 110 km/h(70 mph) on State freeways 20 km/h (15 mph)-See CVC 22352 a 1 Standard The following speed limits shall apply, unless changed, based upon an engineering and traffic survey • At a railroad grade crossing with an obstructed view. •At an uncontrolled highway intersection with an obstructed view • On an alley. 20 &30 km/h(15 &20 mph)-See CVC 22358 3 & 22358 4 Standard 1 The following speed limits shall apply, unless changed upon the basis of an engineering and traffic survey • Based upon an engineering and traffic survey where the prima facie speed of 40 km/h(25 mph) is more than is reasonable or safe • Due to a narrow street not exceeding 7 6 in(25 ft), other than a State highway, in a business or residential area or in a public park • Near a school or senior center facility 40 km/h(25 mph)- See CVC 22352 a 2 & 22357 1 Standard. The following speed limits shall apply, unless changed, based upon an engineering and traffic survey • On any highway other than a State highway in any business or residence district. • In a school zone • When passing a facility primarily used by senior citizens and contiguous to a street other than a State highway • Adjacent to a children's playground in a public park, but only during particular hours or days when children are expected to use the facilities This limit is effective when signs giving notice of the speed limit are posted 40 to 100 km/h(25 to 60 mph)on State hiehways- See CVC 22354 & 22354 5 Option The following speed limits may apply • Whenever the Department of Transportation determines based upon an engineering and traffic survey that the limit of 110 km/h (65 mph) is more than is reasonable or safe upon a State highway, the Department may determine and post a prima facie speed limit of 100, 90, 80 70, 60, 60, 50, 40 km/hr (60, 55, 50, 45, 40, 35, 30, 25 mph) whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe • Local city council or county board of supervisors may conduct a public hearing on proposed increases or decreases to posted speed hunts and the Department shall take into consideration the results of the public hearing 40 to 110 km/h(30 to 65 mph) on Local Streets& Roads- See CVC 22357 Option The following speed limits may apply Whenever a local authority determines based upon an engineering and traffic survey that a speed greater than 40 km/h (25 mph) would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a State highway otherwise subject to a prima facie limit of 40 km/h (25 mph), the Local authority may by ordinance post a prima facie speed limit of 50, 60, 60, 70, 80, 90, or 100 km/h (30, 35, 40, 45, 50, 55, or 60 mph), or 110 km/h (65 mph), whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe 30 to 80 km/h (20 to 50 mph)for Trucks-See CVC 22407 Option The following speed hrmts may apply • Whenever the Department of Transportation or local authority determines based upon engineering studies and a traffic survey that the speed of 90 km/h (55 mph) is more than is reasonable or safe for vehicles mentioned in CVC 22406 with specified weight requirements, the department or local authority, with respect to highways under their respective jurisdiction, may determine and post a speed limit of 80, 70, 60, 60, 50, 40 or 30 km/h (50, 45, 40, 35, 30, 25 or 20 mph), whichever is found most appropriate to 2 facilitate the orderly movement of traffic and is reasonable and safe when appropriate signs are posted upon the highway 90 km/h(55 mph)—See CVC 22349 b & c and 22406 Option The following speed limits may apply • On a two-lane,undivided highway • On any highway if driving any of the following vehicles a A motortruck or truck tractor having three or more axles or any motortruck or truck tractor drawing any other vehicle b A passenger vehicle or bus towing any other vehicle c A schoolbus transporting any school pupil d A farm labor vehicle when transporting passengers e A vehicle transporting explosives f A trailer bus 110 km/h(65 mph)Maximum Speed Limit-See CVC 22349(a)&CVC 22349 Option The following speed limits may apply • On any highway, or portion thereof, posted at 110 km/h (65 mph) based upon an engineering and traffic survey 110 km/h(70 mph)Maximum Freewav Speed Limit- See CVC 22356 Option The following speed limits may apply • Whenever the Department of Transportation, after consultation with the California Highway Patrol (CHP), determines based upon an engineering and traffic survey on existing freeway segments that are otherwise subjected to a maximum speed limit of 110 km/h (65 mph), or upon the basis of appropriate design standards and projected traffic volumes in the case of newly constructed freeway segments,that a speed greater than 110 km/h(65 mph) would facilitate the orderly movement of vehicular traffic and would be reasonable and safe, the Department, with the approval of the CHP, may declare and post a higher maximum speed of 110 km/h (70 mph) for vehicles not subject to CVC 22406 Variable Speed Limits on Freeways- See CVC 22355 Option The following speed limits may apply • Whenever the Department of Transportation determines based upon an engineering and traffic survey that the safe and orderly movement of traffic upon any freeway segment will be facilitated by the establishment of variable speed limits • The Department may erect, regulate, and control signs upon the state highway which is a freeway, or any portion thereof, which, if used, signs shall be designed to permit display of different speeds at various times of the day or night • Such signs need not conform to the standards & specifications per CVC 21400, but if used, shall be of sufficient size and clarity to give adequate notice of the applicable speed limit Minimum Speed Limits on State HiLyhways- See CVC 22400 Option The following speed limits may apply • Whenever the Department of Transportation determines based upon an engineering and traffic survey that slow speeds on any part of a state highway consistently impede the normal and reasonable movement of traffic,the Department may determine and declare a minimum speed limit Appropriate signs giving notice shall then be installed on that segment 3 • A motorist can be cited for stopping or impeding the normal and reasonable movement of traffic unless the stop is necessary for safe operation and in compliance with the law EnLymeermLy and Traffic Survev Support CVC Section 627 defines the term "Engineering and traffic survey" and lists its requirements Standard- An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all of the following (1) Prevailing speeds as determined by traffic engineering measurements (2) Accident records (3) Highway,traffic, and roadside conditions not readily apparent to the driver Guidance The Engineering and Traffic Survey should contain sufficient information to document that the required three items of CVC Section 627 are provided and that other conditions not readily apparent to a motorist are properly identified Prevailing speeds are determined by a speed zone survey A speed zone survey should include • The intent of the speed measurements is to determine the actual speed of unimpeded traffic The speed of traffic should not be altered by concentrated law enforcement, or other means,dust prior to,or while taking the speed measurements • Only one person is required for the field work Speeds should be read directly from a radar or other electronic speed measuring devices, or, • Devices, other than radar, capable of accurately distinguishing and measuring the unimpeded speed of free flowing vehicles may be used • A location should be selected where prevailing speeds are representative of the entire speed zone section If speeds vary on a given route, more than one speed zone section may be required, with separate measurements for each section Locations for measurements should be chosen so as to minimize the effects of traffic signals or stop signs • Speed measurements should be taken during off-peak hours between peak traffic periods on weekdays If there is difficulty in obtaining the desired quantity, speed measurements may be taken during any period with free flowing traffic • The weather should be fair(dry pavement)with no unusual conditions prevailing • The surveyor and equipment should not affect the traffic speeds For this reason, an unmarked car is recommended, and the radar speed meter located as inconspicuously as possible • In order for the sample to be representative of the actual traffic flow, the minimum sample should be 100 vehicles in each survey In no case should the sample contain less than 50 vehicles • Short speed zones of less than 0 8 km (0 5 mi) should be avoided, except in transition areas • Speed zone changes should be coordinated with changes in roadway conditions or roadside development • The speed limit should be established at the nearest 10 kin;h (5 mph) increment to the 85th percentile speed However, in matching existing conditions with the traffic safety needs of the community, engineering judgement may indicate the need for a further reduction of 10 km/h(5 mph) Speed zoning should be in 20 knvh(10 mph)increments except in urban areas where 10 km/h(5 mph) increments are preferable • Speed zoning should be coordinated with adjacent jurisdictions 4 Support Physical conditions such as width, curvature, grade and surface conditions, or any other condition readily apparent to the driver, in the absence of other factors, would not require special downward speed zoning Refer to CVC 22358 5 Option When qualifying an appropriate speed limit, State and local authorities may also consider the following findings 1 Residential density, if any of the following conditions exist on the particular portion of highway and the property contiguous thereto, other than a business district a Upon one side of the highway, within 0 4 km (0 25 mi), the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures b Upon both sides of the highway, collectively, within a distance of 0 4 km (0 25 mi) the contiguous property fronting thereon is occupied by 16 or more separate dwelling houses or business structures c The portion of highway is larger than 0 4 km (0 25 mi) but has the ratio of separate dwelling houses or business structures to the length of the highway described in either subparagraph a or b 2 Pedestrian and bicyclist safety Option The following two methods of conducting engineering and traffic surveys may be used to establish speed limits 1 State Highways -The engineering and traffic survey for State highways is made under the direction of the Department of Transportation's District Traffic Engineer The data includes a One copy of the Standard Speed Zone Survey Sheet(See Figure 2B-103) showing • A north arrow • Engineer's station or post mileage • Limits of the proposed zones • Appropriate notations showing type of roadside development, such as "scattered business," "solid residential," etc Schools adjacent to the highway are shown, but other buildings need not be plotted unless they are a factor in the speed recommendation or the point of termmation of a speed zone • Collision rates for the zones involved •Average daily traffic volume •Location of traffic signals, signs and markings • If the highway is divided,the limits of zones for each direction of travel • Plotted 85a,percentile and pace speeds at location taken showing speed profile b A report to the District Director that includes • The reason for the initiation of speed zone survey • Recommendations and supporting reasons The enforcement jurisdictions involved and the recommendations and opinions of those officials • The stationing or reference post in kilometers (mileage) at the beginning and ending of each proposed zone and any intermediate equations Location ties must be given to readily identifiable physical features 2 City and County Through Highways,Artenals, Collector Roads and Local Streets a The short method of speed zoning is based on the premise that a reasonable speed limit is one that conforms to the actual behavior of the majority of motorists, and that by measuring motorists' speeds, one will be able to select a speed limit that is both reasonable and effective Other factors that need to be considered include but are not 5 limited to the most recent two-year collision record, roadway design speed, safe stopping sight distance, superelevation, shoulder conditions, profile conditions, intersection spacing and offsets, commercial driveway characteristics, and pedestrian traffic in the roadway without sidewalks b Determination of Existing Speed Limits - Figures 2B-105 & 2B-106 show samples of data sheets which may be used to record speed observations Specific types of vehicles may be tallied by use of letter symbols in appropriate squares In most situations, the short form for local streets and roads will be adequate, however, the procedure used on State highways may be used at the option of the local agency Guidance The factors justifying a reduction below the 85th percentile speed for the posted speed limit are the same factors mentioned above Whenever such factors are considered to establish the speed limit, they should be documented on the speed zone survey or the accompanying engineering report The establishment of a speed limit of more than 10 km/h (5 mph) below the 85ti, percentile speed should be done with great care as studies have shown that establishing a speed limit at less than the 85th percentile generally results in an increase in accident rates, in addition, this may make violators of a disproportionate number of the reasonable majority of drivers Support Generally, the most decisive evidence of conditions not apparent to the motorist surface in accident histories Speed limits are established at or near the 85a,percentile speed, which is defined as that speed at or below which 85fl,percent of the traffic is moving The 85th percentile speed is often referred to as the critical speed Pace speed is defined as the 16 km/h (10 mph) increment of speed containing the largest number of vehicles (See Figure 213-104) The lower limit of the pace is plotted on the Speed Zone Survey Sheets as an aid in determining the proper zone limits Speed limits higher than the 85th percentile are not generally considered reasonable and prudent Speed limits below the 85ti,percentile do not ordinarily facilitate the orderly movement of traffic and require constant enforcement to maintain compliance Speed limits established on the basis of the 85ti, percentile conform to the consensus of those who drive highways as to what speed is reasonable and prudent, and are not dependent on the judgement of one or a few individuals The majority of drivers comply with the basic speed law Speed limits set at or near the 85a,percentile speed provide law enforcement officers with a limit to cite drivers who will not conform to what the majority considers reasonable and prudent Further studies show that establishing a speed limit at less than the 85�percentile (Critical Speed) generally results in an increase in accident rates Option When roadside development results in traffic conflicts and unusual conditions which are not readily apparent to drivers, as indicated in collision records, speed hunts somewhat below the 85fl,percentile may be justified Concurrence and support of enforcement officials are necessary for the successful operation of a restricted speed zone Guidance Speed zones of less than 0 8 km(0 5 mi) and short transition zones should be avoided Speed Traps Support Refer to CVC 40802 for Speed Traps Standard. A speed trap shall not apply to a local street, road, or school zone A section of highway shall be defined as a speed trap if the prima facie speed limit is not,justified by an engineering and traffic survey within five years, and the enforcement of 6 the speed limit involves the use of radar or any other electronic device that measures the speed of moving objects This time provision shall be extended to seven gears when using radar and all of the following criteria are met • The arresting officer has successfully completed a minimum of 24 hours of certified radar operator course training • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation This time provision shall be extended to seven years when using laser or other electronic device(other than radar) and all of the following criteria are met • The arresting officer has successfullv completed a minimum of 24 hours of certified radar operator course training • The arresting officer has successfully completed a minimum of 2 hours of additional approved certified training • The radar used to measure the speed meets or exceeds the minimal operational standards of the National Traffic Highway Safety Administration, and has been calibrated within three years of the alleged violation Option This time provision for an engineering and traffic survey may be extended to ten years when all of the above conditions are met and no significant changes in roadway or traffic conditions have occurred, including changes in adjoining property or land use,roadway width, or traffic volume as determined by a registered engineer Truck Sgeed Zone on Descendme Grades Guidance Highway descending grades, if used for posting TRUCK SPEED LIMIT signs for trucks traveling downhill, should have recorded incident history of runaway commercial vehicles Descending grades shorter than 16 km (1 mi) should be avoided for posting signs because deceleration of vehicles due to braking action can generally provide sufficient control on descending grades of less than 16 km(1 mi) Support To establish a downhill truck speed limit, a physical profile showing length and gradient and a downhill speed profile for three or more axle commercial vehicles with a gross rating of 4,536 kg(10,000 lbs) or more will be provided Standard Speed profiles for truck speed limits shall be prepared on the same form as other speed surveys.An analysis of collisions involving trucks shall be prepared. Guidance Posted speeds should be on the low side of the scale, generally within the pace of loaded commercial vehicles Standard If warranted, the Department of Transportation's District Director shall issue a standard speed zone order Support Posting of the regulation will be by placement of a standard 900 x 1150 mm (36 x 45 in) Speed Limit(R2-1) sign with a TRUCK(M4-4)plate above Standard A standard End Speed Limit(CA Code R3) sign with TRUCK (M4-4) plate shall be posted at the end of the truck zone when appropriate 7 Definitions of Terms Average Dailv Traffic Volume of traffic during a 24-hour period ECL Easterly City Limit, (also W C L , N C L , and S C L for Westerly,Northerly, and Southerly City Limits, respectively 85th Percentile Speed The "speed" which 85% of the observed vehicles are not (Critical Speed exceeding This speed is usually within 2 mph of the upper limit of the pace Mean Speed The average speed MPH or mph Miles Per Hour MVM or mvm Million Vehicle Miles Accident rates are generally expressed as the number of accidents occurring per million vehicle miles traveled during a given time period Pace The 10 mph range of observed vehicle speeds containing the largest number of vehicles A normal distribution will contain approximately 70% of the sample within the pace, with 15% above and 15%below 8 Regulations Governing Speed Limits (Excerpts from California Vehicle Code) REGULATIONS GOVERNING SPEED LIMITS INTRODUCTION In order to enforce speed limits by radar or other electronic devices, a study must be conducted every five years Section 40802 of the California Vehicle Code defines a speed limit enforced by radar and " which speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation " constitutes a speed trap, unless the following criteria are met If officers have completed specialized training courses that are approved by the Commission on Peace Officer Standards Training, the time span between studies can be extended to seven years If after seven years, " a registered engineer evaluates the section of the highway and determines that no significant changes in roadway or traffic conditions have occurred, including, but not limited to, changes in adjoining property or land use, roadway width, or traffic volume " the time span between studies can be extended to ten years Since speed traps are illegal, the lack of an adequate study effectively precludes the police from using radar enforcement Through adoption of an adequate study, the police department will be able to enforce posted speed limits with radar equipment Under California law, the maximum speed limit for any passenger vehicle is 65 miles per hour(mph) All other speed limits are called prima facie limits which "on the face of it", are safe and prudent under normal conditions Certain prima facie limits are established by law and include the 25 miles per hour limit in business and residential districts, the 15 miles per hour limit in alleys, at blind intersections and blind railroad grade crossings, and a part time 25 miles per hour in school zones when children are going to and from school Intermediate speed limits between 25 and 65 miles per hour may be established by local authorities based on traffic engineering surveys Such surveys include the analysis of roadway conditions, accident records, and the prevailing speed of prudent drivers using the highway under study If speed limits are established below what the majority of drivers consider reasonable, they are often not obeyed and consequently, are difficult to enforce Those drivers who do not comply with posted reasonable speed limits are, conversely, subject to equitable enforcement action The Vehicle Code provides that the use of radar to enforce speed limits, which have not been based on a traffic and engineering study within the preceding five years, constitutes a "speed trap" Since speed traps are also prohibited by the code, lack of the required study effectively prohibits local agencies from using radar enforcement 1 APPLICABLE VEHICLE CODE SECTIONS Business District 235 A "business district is that portion of a highway and the property contiguous thereto (a) upon one side of which highway, for a distance of 600 feet, 50 percent of more of the contiguous property fronting thereon is occupied by buildings in use for business, or (b) upon both sided of which highway, collectively, for a distance of 300 feet, 50 percent or more of the contiguous property fronting thereon is so occupied A business district may be longer than the distance specified in this section if the above ratio of buildings in use for business to the length of the highway exists Business and Residence District Determination 240 In determining whether a highway is within a business or residence district, the following limitations shall apply and shall qualify the definitions Section 235 and 515 a) No building shall be counted unless its entrance faces the highway and the front of the building is within 75 feet of the roadway b) Where a highway is physically divided into two or more roadways, only those buildings facing each roadway separately shall be counted for the purpose of determining whether the roadway is within a district c) All churches, apartments, hotels, multiple dwelling houses, clubs and public buildings, other than schools, shall be deemed to be business structures d) A highway or portion of a highway shall not be deemed to be within a district regardless of the number of buildings upon the contiguous property if there is no right of access to the highway by vehicles from the contiguous property Residence District 515 A "residence district" is that portion of a highway and the property contiguous thereto, other than a business district, (a) upon one side of which highway, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 13 or more separate dwelling houses or business structures, or (b) upon both sided of which highway, collectively, within a distance of a quarter of a mile, the contiguous property fronting thereon is occupied by 16 or more separate dwelling housed or business structures A residence district may be longer than one quarter of a mile if the above ratio of separate dwelling houses or business structures to the length of the highway exists 2 EnomeermLy and Traffic Survev 627 (a) "Engineering and traffic survey" as used in this Code, means a survey of highway and traffic conditions in accordance with methods determined by the Department of Transportation for use by the state and local authorities (b) An engineering and traffic survey shall include, among other requirements deemed necessary by the department, consideration of all the following 1) Prevailing speeds as determined by traffic engineering measurements 2) Accident records 3) Highway, traffic, and roadside conditions not readily apparent to the driver Maximum Speed Limit 22349 Except as provided in Section 22356, no person shall drive a vehicle upon a highway at a speed greater than 65 miles per hour Basic Speed Law 22350 No person shall drive a vehicle upon a highway at a speed greater than is reasonable or prudent having due regard for weather, visibility, the traffic on, and surface and width of, the highway, and in no event at a speed which endangers the safety of persons or property Speed Law Violations 22351 (a) The speed of any vehicle upon a highway not in excess of the limits specified in Section 22352 or established as authorized in this code is lawful unless clearly proved to be in violation of the basic speed law (b) The speed of any vehicle upon a highway in excess of the prima facie speed limits in Section 22352 or established as authorized in this code is prima facie unlawful unless the defendant establishes by competent evidence that the speed in excess of said limits did not constitute a violation of the basic speed law at the time, place and under the conditions then existing Prima Facie Speed Limits 22352 The prima facie limits are as follows and the same shall be applicable unless changed as authorized in this code and, if so changed, only when signs have been erected giving notice thereof (a) Fifteen miles per hour 3 1) When traversing a railway grade crossing, if during the last 100 feet of the approach to the crossing the driver does not have a clear and unobstructed view of the crossing and of any traffic on the railway for a distance of 400 feet in both directions along such railway This subdivision does not apply in the case of any railway grade crossing where a human flagman is on duty or a clearly visible electrical mechanical railway crossing signal device is installed but does not then indicate the immediate approach of a railway train or car 2) When traversing any intersection of highways if during the last 100 feet of his approach to the intersection the driver does not have a clear and unobstructed view of the intersection and of any traffic upon all of the highways entering the intersection for a distance of 100 feet along all such highways, except at an intersection protected by stop signs or yield right- of-way signs or controlled by official traffic control signals 3) On any alley (b) Twenty-five miles per hour 1) On any highway other than a state highway, in any business or residence district unless a different speed is determined by local authority under procedures set forth in this code 2) When passing a school building or the grounds thereof, contiguous to a highway and posted with a standard "SCHOOL" warning sign, while children are going to or leaving the school either during school hours or during the noon recess period Such prima facie limit shall also apply when passing any school grounds which are not separated from the highway by a fence, gate or other physical barrier while the grounds are in use by children and the highway is posted with a standard "SCHOOL" warning sign 3) When passing a senior center or facility primarily used by senior citizens, contiguous to a street other than a state highway and posted with a standard "SENIOR"warning sign Increase of Local Limits 22357 Whenever a local authority determines upon the basis of an engineering and traffic survey that a speed greater than 25 miles per hour would facilitate the orderly movement of vehicular traffic and would be reasonable and safe upon any street other than a state highway otherwise subject to a prima facie limit of 25 miles per hour, the local authority may be by ordinance determine and declare a prima facie limit of 25 miles per hours, the local authority may by ordinance determine and declare a prima facie speed limit of 30, 35, 40, 45, 50, 55, 60 miles per hour or a maximum speed limit of 65 miles per hour, whichever is found most appropriate to facilitate the orderly movement of 4 traffic and is reasonable and safe The declared prima facie or maximum speed limit shall be effective when appropriate signs giving notice thereof are erected upon the street and shall not thereafter be revised except upon the basis of an engineering and traffic survey The provisions of this section shall not apply in respect to any 25-mile-per-hour prima facie limit, which is applicable when passing a school building or the grounds thereof Decrease of Local Limits 22358 Whenever a local authority determines upon the basis of an engineering and traffic survey that the limit of 65 miles per hour is more than is reasonable or safe upon any portion of any street other than a state highway where the limit of 65 miles per hour is applicable, the local authority may by ordinance determine and declare a prima facie speed limit of 60, 55, 50, 45,40,35,30, or 25 miles per hours, whichever is found most appropriate to facilitate the orderly movement of traffic and is reasonable and safe, which declared prima facie limit shall be effective when appropriate signs giving notice thereof are erected upon the street Downward Speed Zonm2 22358 5 It is the intent of the Legislature that physical conditions such as width, curvature, grade and surface conditions or any other condition readily apparent to a driver, in the absence of other factors, would not require special downward speed zoning, as the basic rule of Section 22350 is sufficient regulation as to such conditions Boundary Line Streets 22359 With respect to boundary line streets and highways where portions thereof are within different jurisdictions, no ordinance adopted under Sections 22357 and 22358 shall be effective as to any such portion until all authorities having jurisdiction of the portions of the street concerned have approved the same This section shall not apply in the case of boundary line streets consisting of separate roadways within different jurisdictions Multiple-Lane Hiahways 22361 On multiple-lane highways with two or more separate roadways, different prima facie speed limits may be established for different roadways under any of the procedures specified in Sections 22354 to 22359, inclusive Speed Trap Prohibition 40801 No peace officer or other person shall use a speed trap in arresting, or participating or assisting in the arrest of, any person for any alleged violation of this code nor shall any speed trap be used in securing evidence as to the speed of any vehicle for the purpose of an arrest or prosecution under this code 5 Speed Trap 40802 A "speed trap"is either of the following a) A particular section of a highway measured as to distance and with boundaries marked, designated, or otherwise determined in order that the speed of a vehicle may be calculated by securing the time it takes the vehicle to travel the known distance b) A particular section of a highway with a prima facie speed limit provided by this code or by local ordinance pursuant to paragraph (1) of subdivision (b) of Section 22352, or established pursuant to Section 22354, 22357, 22358, or 22358 3, which speed limit is not justified by an engineering and traffic survey conducted within five years prior to the date of the alleged violation, and where enforcement involves the use of radar or other electronic devices which measures the speed of moving objects This subdivision does not apply to local streets and roads For purposes of this section, local streets and roads shall be defined by the latest functional usage and federal-aid system maps as submitted to the Federal Highway Administration When these maps have not been submitted, the following definition shall be used A local street or road primarily provides access to abutting residential property and shall meet the following three conditions 1 Roadway width of not more than 40 feet 2 Not more than one-half mile of uninterrupted length Interruptions shall include official traffic control devices as defined in Section 445 3 Not more than one traffic lane in each direction Speed Trap Evidence 40803 (a) No evidence as to the speed of a vehicle upon a highway shall be admitted in any court upon the trial of any person in any prosecution under this code upon a charge involving the speed of a vehicle when the evidence is based upon or obtained from or by the maintenance or use of a speed trap (b) In any prosecution under this code of a charge involving the speed of a vehicle, where enforcement involves the use of radar or other electronic devices which measure the speed of moving objects, the prosecution shall establish, as part of its prima facie case, that the evidence or testimony presented is not based upon a speed trap as defined in subdivision (b) of Section 40802 (c) When a traffic and engineering survey is required pursuant to subdivision (b) of Section 40802, evidence that a traffic and engineering survey has been 6 conducted within five years of the date of the alleged violation or evidence that the offense was committed on a local street or road as defined in subdivision (b) of Section 40802 shall constitute a prima facie case that the evidence or testimony is not based upon a speed trap as defined in subdivision (b) 40802 7 City of Redlands Engineering and Traffic Survey Summary Street OLIVE AVE Field Observer KRIS PASILLAS Limits SAN MATEO ST Checked By MARK MILLER TERRACINA BLVD Date 3/6/2009 Factors Direction East/West A Prevailmp Speed Data Location of Survey Roberts Rd 85th Percentile 41 10 mph Pace 28-37 Percent in Pace 634% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 { 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 708 Expected Collision Rate 198 C Traffic Factors Average Daily Traffic 3238 Length of Segment 4201 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D.Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc 454 City of Redlands Traffic Engineering Department Street Name OLIVE AVE Limits SAN MATEO ST to TERRACINA BLVD Radar Survey Sheet - X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 601 1 1 I I 1 I j 1 10% 100% 551 I C I I I I (� 1 10% 99 0%1 0 5 � l 1 10% 98 0%1 1 2 970%1 I 1 1 i 2 120% 20% 95 0%1 45 I ! 1 1 10% 93 1%1 I I 1 I 5 50% 921%1 1 j I l I I ( I 1 2 20% 871% 1 10% 85 1% 3 30% 842%1 40 4 140% 81 2%1 1 10% 77 2%1 _ 10 1 9 9°076 2°I° i ( 9 18 9% 66 3°f° 7 169% 35 5 5 0% 50 5% C I 7 69% 45 5°1° / 1 1 I 7 69% 38 6%1 1 1 ( 3 30% 31 7%1 30 6 59% 287%1- 4 87% - 4 40-16 228%1 3 30% 12 9%1 j I 1 1 3 30% 99% 1 3 30% 69% 1 25 1 I 1 10-1 40% 1 I 1 2 20% 30% 1 - 1 20 ( I 1 1 ( 1 10% 10% I i ' � I � � 151 ! f 1 I I ! ! I ! Total Samples 101E Date of Survey 3/6/2009 Start Time 11.27 85th Percentile Speed 41 - 50th Percentile Speed 34 Weather Sunn End Time 1212 15th Percentile Speed 28 Road Condition Fair Posted Speed 35 10 MPH Pace 28-37 Street Class Arterial Observer KRIS PASILL Number in Pace 64 Conditions not Percent in Pace 634% Apparent City of Redlands Engineering and Traffic Survey Summary Street ORANGE ST Field Observer KRIS PASILLAS Limits LUGONIA AVE Checked By MARK MILLER PIONEER AVE Date 3/6/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey Dreka Ave 85th Percentile 42 10 mph Pace 33-42 Percent in Pace 771% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 12 Collision Rate(Acc/MVM) 1 362 Expected Colliston Rate 1 98 C Traffic Factors Average Daily Traffic 10719 Length of Segment 3957 Lane Configuration Single Lane Each Direction with Left-Turn Pockets, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 35 Speed Limit Change9 Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc k 55 City of Redlands Traffic Engineering Department Street Name ORANGE ST Limits LUGONIA AVE to PIONEER AVE Radar Survey Sheet - X=North /=South - 5 10 15 20 25 30 35 40 # %ea cum % 50 i I ( 1 09%j 100%( I i 1 09% 991%1 1 09% 98 2% 45 // j i ( I 3 28% 95 4%1 I 4 37% 927%1 1 5 46% 89 0%1 1 4 37% 84 4%1 1 40 ( 4_ 37% 80 7%1 7 641° 771%] 1 10 l 92% 706%1I /IA1 Al I I 1 14 12 8%161 5%j 1 _ 13 Ill 9%148 6% 35 , / I 13 11 9%136 7% I +llT T 1 8 7 3%1 24 8%I 1 I 6 55% 174%1- -- I I I I !- 4 37% 119%1 30 XXjX _ -- 5 14 6% 83% _ 1 109% 37% 1 1 1 I 1 109% 28% II 1 IIII I I 2 1 1 8°f°I 18% 1 - 25 III ( 11 � I 1 1 1 1 it I I 20l l I I ( l III illi ill �_ � I I it 11 III 151 101 I 1 I I 1 I 5 ) Total SamDles 1109 Date of Survey 3/6/2009 Start Time 12.45 85th Percentile Speed 42 50th Percentile Speed 37 Weather Sunnv End Time 1345 15th Percentile Speed 33 Road Condition Good Posted Speed 35 10 MPH Pace 33-42 Street Class Arterial Observer KRIS PASILL Number in Pace 84 Conditions not Percent in Pace 771% Apparent City of Redlands Engineering and Traffic Survey Summary Street ORANGE ST Field Observer KRIS PASILLAS Limits PIONEER AVE Checked By MARK MILLER HUBBARD CT Date 3/5/2009 Factors Direction North/South A Prevaiiina Speed Data Location of Survey North end of bridge 85th Percentile 60 10 mph Pace 51 -60 Percent in Pace 705% Posted Speed Limit 50 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 5 Collision Rate(Acc/MVM) 1 148 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 7940 Length of Segment 2640 Lane Configuration Single Lane Each Direction, Undivided Street Ciassifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adjacent Land Use Vacant Posted Speed Limit 50 Speed Limit Change? Yes Revised Speed Limit 55 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #56 City of Redlands Traffic Engineering Department Street Name. ORANGE ST Limits PIONEER AVE to HUBBARD CT Radar Survey Sheet X-North /=South 5 10 15 20 25 30 35 40 # %ea cum 60 � � �� ( 1 i 23 16.5°r'o 1 7 50% 835%1 j 8 58% 78 4%1 1 I 6 43% 727%1- 551( 1 I I ! 4 29% 68 3%1_ I ( ( 5 36% 65 5%1 65% 619%1 1 14 101%°l0 55.4°l0� 10 72% 453%1 1 1 1 ( 12 86% 381%1 50 I 1 6 4.3% 29 5%1 6 43% 25 2%1 11 79% 20 9%1 I ( I 12 1 4% 9 4% 1 - 45 ' �/I I 1 6 4 3% 7 9% 1 II III IIII I I I I ( I 2 14i° 36% 1 - 1 I I 3 22% 2.2% 1_ 4011 I � I III I 1 351 I I 1 I I I I I I _ 1 I 301 ( ( ' ( I I " I I � 1 i I l ; ( - 251 I I 1 I I 4 201 I f 15' � � I ( � i ? I � I Total Sarnoles 1139 Date of Survey 3/5/2009 Start Time 14.00 85th Percentile Speed 60 50th Percentile Speed 53 Weather Sunn End Time 15.00 15th Percentile Speed 48 - Road Condition Good Posted Speed 50 10 MPH Pace 51-60 Street Class Arterial Observer KRIS PASILL Number in Pace 98 - Conditions not Percent in Pace. 705% Apparent City of Redlands Engineering and Traffic Survey Summary Street ORANGE TREE LN Field Observer ANTONIO ELMORE Limits CALIFORNIA ST Checked By MARK MILLER ALABAMA ST Date 1/9/2009 Factors Direction East/West A. Prevailino Speed Data Location of Survey 2075 Orange Tree 85th Percentile 25 10 mph Pace 17-26 Percent in Pace 950% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 4 Collision Rate(Acc/MVM) 0 693 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 5000 Length of Segment 5558 Lane Configuration 4 Lanes, Undivided Street Classifaction Local D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Industrial/Commercial Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #57 City of Redlands Traffic Engineering Department Street Name ORANGE TREE LN Limits. CALIFORNIA ST to ALABAMA ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 451 ( ( t 1 40 1 C I 35 ( 1 110% 100%j 30 I 1 1 i I 1 1 1 110% 99 0%1 5 50% 960%1 1 25 1 1 10 11 1011 0 0°l° 9 11 0%0%1 1 ( % 8 1 14 14 0°l.1700%1 1 12 1200 l°J 56 0 01 11 110 44 0%1 20 / 1 - ( 1 7 7 0 0 33000/,j 13 13 0°% 26 0 �1 I 1 8 8 4 4 1 15X I 1 ( ( I �� 1 10% 10% 1 3 �__—�—�� _ 101 1 1 5 i I r 0 1 1 1 G I i I i I Total Samules 100 _ Date of Survey 1/9/2009 Start Time. 830 85th Percentile Speed 25 50th Percentile Speed 22 Weather Sunnv End Time 9.15 15th Percentile Speed 19 Road Condition New Posted Speed 30 - 10 MPH Pace 17-26 _ Street Class - Local Observer* ANTONIO EL Number in Pace 95 Conditions not Percent in Pace 212% - Apparent City of Redlands Engineering and Traffic Survey Summary Street PALO ALTO DR Field Observer KRIS PASILLAS Limits COUNTRY CLUB DR Checked By MARK MILLER MIRASOL DR Date 2/5/2009 Factors Direction East/West A PrevarlEnq Speed Data Location of Survey 650 Palo Alto Dr 85th Percentile 38 10 mph Pace 26-35 Percent in Pace 716% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1266 Length of Segment 1448 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily Apparent Conditions Curves, driveways Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #60 City of Redlands - Traffic Engineering Department Street Name PALO ALTO DR Limits COUNTRY CLUB DR to MIRASOL DR ■ Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 451 ) 1 ( ( 1 09% 98.2%1 4 37% 97 2% 40 ! I I ! ! 3 28% 936%1 ( ( ( 3 28% 908%1 7 64°�° 881°0 ( 6 55% 817% 1 3 28% 76 1%1 355 ( 1 9 83% 73 4%1 91 _ 7 64% 651%1 I 7 64% 587%1 ( 8 73% 52 3%1 ( I 8 73% 450%j 30 8 73% 37 6%1_ 8 73% 303%°1 A 8 73% 22 9%1 8 73% 156%1- 7 64% 83% 25X III 1los°f° 18% j II I i I I 09% 09% 1 I ( I I 20 ( I ( I I ( I ( ( I I I 1511 I . 1 1 I I I I 10� 5I j 0 Total Samples 11091 Date of Survey 2/5/2009 Start Time. 11 47 85th Percentile Speed 38 - 50th Percentile Speed 32 - Weather Sunny End Time 12.40 15th Percentile Speed 27 Road Condition Fair Posted Speed 30 10 MPH Pace 26-35 Street Class. Collector Observer KRIS PASILL Number in Pace 78 Conditions not Curves driveways Percent in Pace 71.6% Apparent City of Redlands Engineering and Traffic Survey Summary Street PALO ALTO DR Field Observer KRIS PASILLAS Limits MIRASOL DR Checked By MARK MILLER SUNSET DR S Date 2/5/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 30620 Palo Alto Dr 85th Percentile 38 10 mph Pace 28-37 Percent in Pace 720% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 1 058 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1266 Length of Segment 3592 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily Apparent Conditions Curves Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change) Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #61 City of Redlands Traffic Engineering Department Street Name PALO ALTO DR Limits MIRASOL DR to SUNSET DR S Radar Survey Sheet - X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 45 1 110% 100%1 i I I 1 1 1 0% 990%1- 2 90%1- 2 120% 98 0%1 1 2 120% 960%1- 2 60%1-2 20% 940% 3 30% 920% 40 ( ! I I 3 3 0% 89 0°101 6 60% 86 0%1 6 60% 800%j 1 8 8 0%j 74 0%1 35 V / / I j 9 90% 66 0%1 �� 6 60% 57 0%1 f I 7 70% 510%,- 8 10%I-8 80% 440%1- 30 lV � 7 70%136.0%1 7 70% 29 0%1 — I 7 70% 22 0%1 7 70%% 150°l01 I I I I ( ! 1 10% 80% 1 1 10% 70% ( 25 ( I I IIIA I I II � I I 1 /I I I I I I I I I 1 10% 60% ! A I ( I ! 1 10% 50% 1 ! ( j 1 10% 40% 1 I 1 0% 2 0% 1 I 1 1 ( 1 1 0% 10% 15 ! � Hl I I I I I I I � f II I 101 1 1 I I I ! I 5 � I I 0 Total Samples 100; Date of Survey 2/5/2009 Start Time 1312 85th Percentile Speed 38 50th Percentile Speed 33 Weather Sunny End Time 1405 15th Percentile Speed 28 Road Condition Fair Posted Speed 30 - 10 MPH Pace 28-37 - Street Class Coliector Observer KRIS PASILL Number in Pace 72 - Conditions not Curves Percent in Pace 720% - Apparent - City of Redlands Engineering and Traffic Survey Summary Street PIONEER AVE Field Observer ANTONIO ELMORE Limits TEXAS ST Checked By MARK MILLER ORANGE ST Date 1/16/2009 Factors Direction East/West A Prevailing Speed Data Location of Survey 503 Pioneer 85th Percentile 38 10 mph Pace 31 -40 Percent in Pace 865% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 1 813 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2007 Length of Segment 2646 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #63 City of Redlands Traffic Engineering Department - Street Name PIONEER AVE Limits TEXAS ST to ORANGE ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 %ea cum% 501 I I III I E � 1 110% 100%I 45 ( ' I1 I ► I � ' I � ISI I ( 1 1 0% 99 0% I I I I I I I ( ( 2 19% 98 1%) 40 I ( 5 4.8%1962%1 6 58%1913%1 9 8 7%185 6%1 10 96%1769%1 - 11 106% 67 3%1 35 ' 12 1150 47 1% °1 10 1 16 58% 250%1 1 10 96% 192%1 30 �' ---1-1 3 2 9% 96% I 5 14.8% 67% 1 [ � I [ � I I I I ( 1 1 1 0% 19% 1 � III 1 I10% 10% 25 I I 20' 1511 11 I I I II III � I I I 101 i 5 1 Total Samoles 11041 Date of Survey 1/16/2009 Start Time. 15.43 _ 85th Percentile Speed 38 50th Percentile Speed 35 Weather Sunny End Time 16.10 15th Percentile Speed 31 - Road Condition. Fair Posted Speed 30 10 MPH Pace 31 40 Street Class Collector Observer ANTONIO EL Number in Pace 90 Conditions not Percent in Pace 865% Apparent City of Redlands Engineering and Traffic Survey Summary Street PIONEER AVE Field Observer.ANTONIO ELMORE Limits- ORANGE ST Checked By MARK MILLER OCCIDENTAL DR Date 1/16/2009 Factors Direction East/West A Prevadinp Speed Data Location of Survey 523 Pioneer 85th Percentile 35 10 mph Pace 25-34 Percent in Pace 769% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 1 122 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1081 Length of Segment 3967 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D. Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #64 City of Redlands - Traffic Engineering Department Street Name PIONEER AVE Limits ORANGE ST to OCCIDENTAL DR "Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 451 11 �� I 401 1 I 2 19% 100%1 I ( I 4 38% 981%1 I I I I I ! 2 19% 94 2%1 1 I 6 5.8% 92 3%1 35 / I I I I 4 38% 86 5%1 I I I I 1 ! 11 1060 721%1- I I I 8 177% 61 5%15 148% 301�� 1// I I I I I 11 6% 0 490%1- 13 29% 385% I- 1 9 87% 35 6%1 ! 1 ( I I ( 8 77% 26 9%1 1 8 77% 19 2%1 25 A ( I ! (_ 6 5 8% 11 5%1 1 3 l 29%1 58% 1 I l I l 1 10%j 1 0% 1 2011 I i 151 � lll = ( I 111111 il " ! I ! I I I I I 101 I I I I I 5 1 1 I I I � I Oi � , �� I Total Samples 104: - Date of Survey 1/16/2009 Start Time 16.12 85th Percentile Speed 35 50th Percentile Speed 31 Weather Sunny End Time 1652 15th Percentile Speed 26 - Road Condition Fair Posted Speed 30 10 MPH Pace 25-34 Street Class Collector Observer ANTONIO EL Number in Pace 80 - Conditions not Percent in Pace. 76.90% Apparent City of Redlands Engineering and Traffic Survey Summary Street PIONEER AVE Field Observer ANTONIO ELMORE Limits OCCIDENTAL DR Checked By MARK MILLER DEARBORN ST Date 2/27/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey River Bend Dr 85th Percentile 37 10 mph Pace 28-37 Percent in Pace 840% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 4 Collision Rate(Acc/MVM) 1 482 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2000 Length of Segment 6494 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adcacent Land Use Residential/Vacant Posted Speed Limit 30 Speed Limit Changes Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #62 City of Redlands Traffic Engineering Department Street Name PIONEER AVE Limits OCCIDENTAL DR to DEARBORN ST r Radar Survey Sheet _ X=West 1-East - 5 10 15 20 25 30 35 40 # %ea cum% 45 ! I I I I I I 1 09% 100%1 1 09%1991- 1 09% 98 1%lo 3 28% 972°l0;- 2 19% 94.3%1 40 / 4 38% 925%1 - 1 25%11 09% 88 7%1 1 7 66% 87 7%1 1 11 104% 811%1 35 /VI/ i II 1 I I 11 10 4% 70 8%1 x 1 11 10 4°/ 60 4%1 i 11 104% 50 0%1 / 1 10 94% 396%1- 30 A�� ( I ( � � ( ( ' 9 85% 302%1 1 8 75%1217%1 I/1 ( I 1 1 7 66% 14.2%1 I ( I I 4 38% 75% 1 251 III 1 09% 38% 1 1 1 1 I I ( I I 1 0 9% 28% 1 20 ( I I I I 12 19% 19% 1- I ( I I I I I III I I II � I I I I I I I ( ( 15iI 101 I I 1 t 1 I � 5 1 C i 11 I I i- it I II Cil PI lig I Total Samoies 106 = Date of Survey 2/27/2009 Start Time 12.13 85th Percentile Speed 37 - 50th Percentile Speed 33 - Weather Over Cast End Time 12.56 15th Percentile Speed 30 Road Condition Fair Posted Speed 30 10 MPH Pace 28-37 Street Class Collector Observer ANTONIO EL Number in Pace 89 Conditions not Percent in Pace. 840% Apparent City of Redlands Engineering and Traffic Survey Summary Street RESERVOIR RD Field Observer ANTONIO ELMORE Limits FORD ST Checked By MARK MILLER WABASH AVE Date 31612009 Factors Direction East/West ' A Prevailinq Speed Data Location of Survey 1528 Reservoir Rd 85th Percentile 48 10 mph Pace 38-47 Percent in Pace 798% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 818 Expected Collision Rate 1.98 C Traffic Factors Average Daily Traffic 1000 Length of Segment 5881 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Local D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Freeway Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #63 J City of Redlands Traffic Engineering Department Street Name RESERVOIR RD Limits FORD ST to WABASH AVE Radar Survey Sheet - X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 601 { I 1 0 9°o j 100°jo 1 'I 1 0 9% 99 1%1- ! ! i 55 I I 1 09%1982%1 50 IT I I I ( ! I ( ! 2 111% 972%1 ! ( 1 6 155%( 954%1 - 7 5%( 954%1 - 7 6 4%° 89 1 i 10 92%1835%1 5 46% 74 3%1 45 �— I 12 11 0% 69 7% - 10 9 2% 58 7% 7 634 49 5%1 I ( 181 10 1°%I 35 8%1 40 / -- I I I I 1 ( 7- 15 46%( 165%1 _ I 1 1 9 183%1119% 35 /I/ I ! i I ! I I I 1 I ( 1 1 2 18%1 18°x° i- Ti I I ( I 30! I ! ! I ( I ( I I I I I I I I I I I 251 1 I I I ( ! 201 I = 15I i Total Samples 1091 Date of Survey 3/6/2009 Start Time 1215 85th Percentile Speed 48 = 50th Percentile Speed. 44 Weather. Sunny End Time 1305 15th Percentile Speed 39 Road Condition Fair Posted Speed 45 10 MPH Pace- 38-47 Street Class Local Observer ANTONIO EL Number in Pace 87 Conditions not Percent in Pace 798% Apparent City of Redlands Engineering and Traffic Survey Summary Street SAN BERNARDINO AVE Field Observer ANTONIO ELMORE Limits. MOUNTAIN VIEW AVE Checked By MARK MILLER CALIFORNIA ST Date 2/20/2009 u I Factors Direction East/West A Prevailinq Speed Data Location of Survey 25982 San Bernandino Ave 85th Percentile 47 10 mph Pace 38-47 Percent in Pace 842% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 0 391 Expected Collision Rate 2 3 C Traffic Factors Average Daily Traffic 6963 Length of Segment 5301 Lane Configuration 4-6 Lanes Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Industrial/Vacant Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #64 City of Redlands Traffic Engineering Department - Street Name SAN BERNARDINO AVE Limits MOUNTAIN VIEW AVE to CALIFORNIA ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum - 551 1 2 10% 10001- 1 05-. 99 0%1 //X 1 i ! 3 15% 985%1= I 50 I I 5 25% 97 0%1- } ( 3 15% 946%1 - 8 46%1 -8 40% 931%1 — �—; 17 84% 891% 45 � � - — 26 1 9 9% 807%1 20 s s°�° 678%1 — —__ ---�I -- 20 19 s% 579%1 V � 0� 22 109% 480%1 0%I 1 1 14 69% 371%1 I I 11 54% 30 2%1 40 � 1 13 64% 24.8%1 1 17 84% 18.3°f3%o 1 10150% 99% 1_- 2 1 0% 50% 1 141 1 2 10% I° 40% 35 i i I 4 2 0 3 0 ! l l 1 0.5% 10% I ( I I I I ( ( I I I I ( ( 1 05% 05% ( ( I 1 I ( 30 I � I - I I I I I I 251 I � III I I I II I III ILII f I I I I I 20) E I I I I 151 I i I II � 1 0 1 1 ! I I I Total Samples 2021 Date of Survey 2/20/2009 Start Time 9.45 85th Percentile Speed 47 50th Percentile Speed 44 Weather Sunnv End Time 10.15 15th Percentile Speed 39 Road Condition Good Posted Speed 45 10 MPH Pace 38-47 Street Class Arterial Observer ANTONIO EL Number in Pace 170 Conditions not Percent in Pace 84.2% Apparent City of Redlands Engineering and Traffic Survey Summary Street SAN TIMOTEO CANYON RD Field Observer ANTONIO ELMORE Limits BARTON RD Checked By MARK MILLER FERN AVE Date 3/6/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey 11528 San Timoteo Canyon Rd 85th Percentile 45 10 mph Pace 37-46 Percent in Pace 788% Posted Speed Limit 40 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 8 Collision Rate(Acc/MVM) 0 968 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 5639 Length of Segment 7057 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Vacant Posted Speed Limit 40 Speed Limit Change' Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc k 65 City of Redlands Traffic Engineering Department Street Name SAN TIMOTEO CANYON RD Limits BARTON RD to FERN AVE - Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum 50 I 1 ( 1 11 1 ( ! 110% 100 1 1 ( 1 1 110% 990% I 2 1 1 9% 981%1 - 2 119% 96 2%1= 7 67% 94,2%1 45 .X0 I I 9 87% 87 5%1 9 87%1788%1 I ( 9 87% 70 2%1 11 106% 615%1 8 77% 51 010 40 ( 7 67% 43.3% 10196% 365% I 1 5 148% 26 9%1� 7 67% 221%1-- 1 ( 1 5 48% 15.4% - 35 /I ( I I 4 38% 106% _ I 3 29% 67% 2-119% 3 8% 1= I I I I I I I 1 1 1 10% 1 9% 1 30N I I I I ( I I ( I 1 1 0%1 10% 1 I I 251 I I I I ( � I I I I I I I 1 I I I I II I Ill I I I 201 ( I ( I I I I I I I I - 151 I I I I- I I 1 I 101 I ! 1 I ( E 51 I � I � I it Ill � l l I I Total Sarnoles 104 Date of Survey 3/6/2009 Start Time 900 85th Percentile Speed 45 Weather. Sunny End Time 9.45 50th Percentile Speed 41 15th Percentile Speed 36 Road Condition Good Posted Speed 40 10 MPH Pace 37-46 Street Class Arterial Observer ANTONIO EL Number in Pace 82 Conditions not Percent in Pace 788% Apparent - J City of Redlands Engineering and Traffic Survey Summary Street SUNSET DR Field Observer KRIS PASiLLAS Limits VINTON WY Checked By MARK MILLER ALTA VISTA DR Date 1/29/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey 30908 Sunset Dr 85th Percentile 38 10 mph Pace 28-37 Percent in Pace 762% Posted Speed Limit 30 B Collision Histont Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2642 Length of Segment 2587 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Curvilinear, no sidewalks Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 30 Speed Limit Changes No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #68 City of Redlands Traffic Engineering Department Street Name SUNSET DR Limits VINTON WY to ALTA VISTA DR Radar Survey Sheet - X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % 551 � � i � II � 11 I 1 F 1 1 1 12°r° 100% 50� I I 1 ��( 1 1 12% 98 8%1 1 1 I 3 36% 97 6%1 451 1 12% 94 0%1 J 1 ( I 11 12% 929%1- 40 29%1- 40 J� I I 1 1 1 2 24% 91 7%1 3 36% 893/° - I I ( I E 4 4.8% 85 7%1 1 I I 1 I 1 7 183% 81 0%1 1 1 I 1 2 24% 72 6%1 35 / / 1 I 1 1 I ff I7 8 3% 70 2%1 1 ( 7 C 83% 61 9%1 1 I 1 7 183% 53 6%1 I 1 ( 7 83% 452%1 1 1 7 83%1369%1 - 3 U0 3% 369%130 // ( I I 1 1 7 8.3% 28 6%1 / 1 7 83- 20 2%1 6 71% 119%1 1 12% 48% 1 1 , 12% 36% 1 25 1 12% 24% 20 ( I ( 1 1 1 12% 12% 1 151 1 I 101 1 1 1 I II I i C1i (. i Total Sarnolea 134 Date of Survey 1/29/2009 Start Time 13.28 85th Percentile Speed 38 - 50th Percentile Speed 33 Weather Sunny End Time 1420 15th Percentile Speed- 29 Road Condition- Fair Posted Speed 30 10 MPH Pace 28-37 Street Class.. Collector Observer KRIS PASILL Number in Pace 64 Conditions not Curvilinear,no sidewalks Percent in Pace. 762% Apparent City of Redlands Engineering and Traffic Survey Summary Street SUNSET DR Field Observer KRIS PASILLAS Limits ALTA VISTA DR Checked By MARK MILLER PANORAMA POINT Date 1/29/2009 Factors Direction- North/South A Prevadinp Speed Data Location of Survey 31080 Sunset Dr 85th Percentile 32 10 mph Pace 24-33 Percent in Pace 840% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 2 279 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 708 Length of Segment 5966 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D. Conditions Not Readilv Apparent Conditions Curvilinear, no sidewalks Roadway Geometrics Comments E Adjacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #69 City of Redlands Traffic Engineering Department Street Name SUNSET DR Limits ALTA VISTA DR to PANORAMA POINT Radar Survey Sheet - X=North /=South 5 10 15 20 25 30 35 40 # %ea cum% 45 1 110%1 100%j I I 401 ; i- i 1 ! I 1 10% 99 0%1 ! 1 1 10% 98 0%1 I / ( I 11 1 1 10% 97 0%1 35 f I 1 11 10% 93 0%1 i1 5 5 0°0 92 0%1 1 1 9 90% 87 0%1 10 100% 780%, 30 ( ( I 111 110% 680%1 11 110% 57 0%1- 11 110%1460%1 10 100% 350%, 99 % 25 25 I I / I I I I 1 ( l 6 6 0%i 16 0%1 I I I i l 2 2 0% 8 011 ! 1 3 130% 60% 1 I 1 1 0% 3 0% 1 20 I I 1 ( 1 10% 20% ! I I 1 I ( 1 ( ( 1 1 10% 10% 15 I11I I � 101 I I i i 5 ! o ' iii ilii Illi l I ; i 1- Total Samoles 1100E 85th Percentile Speed 32 Date of Survey 1/29/2009 Start Time 14.25 50th Percentile Speed 29 = Weather Surm End Time 1520 - 15th Percentile Speed 25 Road Condition Fair Posted Speed- 30 10 MPH Pace 24-33 - Street Class Collector Observer KRIS PASILL - Number in Pace 84 Conditions not Curvilinear no side=walks = Percent in Pace 84.0% Apparent - City of Redlands Engineering and Traffic Survey Summary Street TERRACINA BLVD Field Observer ANTONIO ELMORE Limits BARTON RD Checked By MARK MILLER OLIVE AVE Date 3/6/2009 Factors Direction North/South A Prevarlinq Speed Data Location of Survey Morning Dove Ln 85th Percentile 47 10 mph Pace 39-48 Percent in Pace 827% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 6 Collision Rate(Acc/MVM) 0 417 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 17103 Length of Segment 4052 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Minor Arterial D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Orchards Posted Speed Limit 45 Speed Limit Change) No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department. Date Loc #68 City of Redlands Traffic Engineering Department Street Name TERRACINA BLVD Limits BARTON RD to OLIVE AVE Radar Survey Sheet r X=North /=South 5 10 15 20 25 30 35 40 # %ea cum% 551 I 1 ! I 1 10% 100%1 50 / ! I 1 - 3 29% 99 0%1 ✓�� I 1 1 ! 8 77% 96.2%1 I 9 87% 88 5%1 /A 1 1 ( 9 87% 798°x°1 451 I ( I I ( 6 58% 71 2%1 V / /I� i 13 12.5%165 4%1 10 96% 529%1 ( 9 87% 433%1_ j 40 � 1 9 87l° 346/° ° ° 1 - ( ! 5 48% 260%i- ��C 8 77%1212%1 I I ! 5 48% 135%1 - 1 35%1-I ! 5 48% 87% I_ ( 2 19% 38% 1 35 ( I ! I 1 10% 19% ! ( 1 10% 10% i- I I III ( II I I I I I II I I III 251 I I i I i I 201 ( ! I ! I i I I I 151 I � r 101 I I l f ! 4 ( 3 Total Samoles {1041 Date of Survey 3/6/2009 Start Time 955 _ 85th Percentile Speed 47 Weather Sunny End Time 10.26 50th Percentile Speed 43 - 15th Percentile Speed 39 - Road Condition- Good Posted Speed 45 10 MPH Pace 39-48 Street Class Minor Arterial Observer ANTONIO EL Number in Pace 86 - Conditions not - Percent in Pace 82.7% - Apparent City of Redlands Engineering and Traffic Survey Summary Street TERRACINA BLVD Field Observer ANTONIO ELMORE Limits OLIVE AVE Checked By MARK MILLER CYPRESS AVE Date 3/6/2009 Factors Direction- North/South A Prevailinq Speed Data Location of Survey Luarel Ave 85th Percentile 36 10 mph Pace 28-37 Percent in Pace 856% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 0 574 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 17103 Length of Segment 2512 Lane Configuration 4 Lanes Each Direction, Undivided Street Classifaction Minor Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adjacent Land Use Residential/Hospital Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #69 City of Redlands Traffic Engineering Department Street Name. TERRACINA BLVD Limits OLIVE AVE to CYPRESS AVE Radar Survey Sheet X=North /=South - 5 10 15 20 25 30 35 40 # %ea cum % 55 I1 j ( I I ' II I I � I ! i C I ( 1 10% 100%1- I 50 ( 1 - I I I f 451 I I 1 l I I 401IX 1 1 1 I 1 1 0% 99 0% - 4 38%1981%1 1 2 1 19% 942%1-- 5 42%1-- 5 14.8% 92 3%1 1 // �� ( 1 1 I ( 8 7 7% 87 5°01- 35 — I 7 67% 79 10 96% 731%1 10 96% 63 5%1 1 1 1 15 114 4% 538%1 11 10 6°I0 39 4°I0 30 1 1 1 8 177% 288% - 1 ( 7 67% 21 2%1 1/ ( 8 177%1144%1 I 2 1 9%1 67% ( 1 I 3 29%1 48% 1 251 I ( 1 1 0°'01 1 9% 1- I � I ( 1 10% 10% 1 201 ( I 1 I ( 1 151 I I I C 1= 10 Total Samoles 104 Date of Survey 3/6/2009 Start Time 10.30 85th Percentile Speed 36 - 50th Percentile Speed 32 Weather Sunny End Time 11.10 = 15th Percentile Speed 29 Road Condition Good Posted Speed 35 10 MPH Pace 28-37 Street Class Minor Arterial Observer ANTONIO EL Number in Pace 89 Conditions not Percent in Pace 856% Apparent City of Redlands Engineering and Traffic Survey Summary Street TEXAS ST Field Observer ANTONIO ELMORE Limits REDLANDS BLVD Checked By MARK MILLER LUGONIA AVE Date 1/16/2009 Factors Direction North/South A Prevailino Speed Data Location of Survey Western Ave 85th Percentile 45 10 mph Pace 36-45 Percent in Pace 762% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 0 341 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 10019 Length of Segment 4225 Lane Configuration 4 Lanes, Undivided Street Classifaction Arterial D. Conditions Not Readily Apparent Conditions Railroad crossing. Roadway Geometrics Comments E Adiacent Land Use Industrial/Commercial/Residential Posted Speed Limit 35 Speed Limit Changer Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #72 City of Redlands - Traffic Engineering Department Street Name TEXAS ST Limits. REDLANDS BLVD to LUGONIA AVE Radar Survey Sheet X=North /=South - 5 10 15 20 25 30 35 40 ° ea cum 50 I I I III I I II 2 19% 100%1 - 3 00°x°1 -3 29% 98 1% - 1 10% 95.2% 45 /r I 1 11 105% 943%1 6 57%1838%1 1 ( I 6 157%1781%1 6 57%1724%1 10 95% 667%1 40 10 9 5%157 10%1 1 10 95% 476%1- / — — I 9 86%I381%1 4 38% 295%1 I I ( 1 I 8 76%1257%1 35 I I I I15 48% 133%1 3 29% 86% 1 - 1 6% 1 - 2 19% 48% 1 30 I I I I 111 o°r°1 29% 1 2 19%j 19% 251 I � 1 I I I C 201 I � I I � If 151 ( 1 I CI ( I 101 1 1 1 ! I I 4 5i I Total Sarnoles ,1051 = Date of Survey 1/16/2009 Start Time 14.57 _ 85th Percentile Speed- 45 50th Percentile Speed 40 Weather Sunnv End Time 1530 15th Percentile Speed 35 - Road Condition Fair Posted Speed 35 - 10 MPH Pace 36-45 Street Class Arterial Observer ANTONIO EL Number in Pace 80 Conditions not Railroad crossing - Percent in Pace 762% Apparent City of Redlands Engineering and Traffic Survey Summary Street TEXAS ST Field Observer ANTONIO ELMORE Limits- LUGONIA AVE Checked By MARK MILLER SAN BERNARDINO AVE Date 1/15/2009 Factors Direction North/South A Prevailmo Speed Data Location of Survey Pennsylvania 85th Percentile 38 10 mph Pace 30-39 Percent in Pace 853% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc[MVM) 0 182 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 10019 Length of Segment 2534 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Lac #73 City of Redlands Traffic Engineering Department Street Name TEXAS ST Limits LUGONIA AVE to SAN BERNARDINO AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % 451 ) C I I I ; I I I I I ! I 1 1 a°r°� 100°o I I I 4 139% 99 0%1 40 / 4 39% 951%, 10 98% 853%1-- I I 11 108% 75 5%1 1 1 110% 64 7%1 35 1 A I � I I 12 11 8°0l 63 7%1 I � I °f 0 12 118% 44 1%I_ 12 118% 32.4%1 7 69% 20 6%1 S0 �� I I I I I I ( 8 78% 13 7%1 1 { 1 I 1 1 ( 4 39%1 59% 1 I I I I I 1 10%1 2 0% (_ 25 —+I 1+1 ( 1 1 1 o°i° 1 a°i° 201 1 1 1 II I I I III I ) I I I � ( I I I 151 I II I I I I ( II I i- 101 I ( I I II ► ► � I I 5 E i J r OE IE II II I li II ` I ! ! I I I Total Samales 1102; 85th Percentile Speed 38 Date of Survey 1/16/2009 Start Time 14.21 _ 50th Percentile Speed 3333 Weather Sunnv End Time 1453 15th Percentile Speed 31 - Road Condition Good Posted Speed- 35 - 10 MPH Pace 30-39 Street Class Arterial Observer. ANTONIO EL Number in Pace 87 Conditions not Percent in Pace 853% Apparent City of Redlands Engineering and Traffic Survey Summary Street TEXAS ST Field Observer ANTONIO ELMORE Limits SAN BERNARDINO AVE Checked By MARK MILLER DOMESTIC AVE Date 2/27/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey Baldwin Ave 85th Percentile 33 10 mph Pace 25-34 Percent in Pace 963% Posted Speed Limit B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1351 Length of Segment 2667 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Vacant Posted Speed Limit Speed Limit Change? Yes Revised Speed Limit 30 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #72 City of Redlands Traffic Engineering Department Street Name TEXAS ST Limits SAN BERNARDINO AVE to DOMESTIC AVE Radar Survey Sheet X-North /=South 5 10 15 20 25 30 35 40 # %ea cum % 451 i 401 � I 1 I � 1 1 C I I I II C C I I I 35� I (//////J I ( I I ` ( 5 63% 988%1- 1 ( 8 100%1925% 1 10 125%10 12 70 0%1 801 ,1 f I 1 10 125% 57 5%1 1 1 I I I I I P ( 1 10 12.5% 45 0%1 1 1 9 113% 32 5%1 € 1 1 1 1 ( 7 87% 21 3%1 25 I 2 25°l°1 56zI/ 1 1 I ( ( 11 ( I 2 25% 25% 1 201 I I I I 1 1 1 1 I I I I I I I I II II 151 I I I I I II 11 I I I 10' I ( I it 111111 � � 5 ' I I f I- II I 1 0 ! 1 Total Samples so Date of Survey 2/27/2009 Start Time 1305 85th Percentile Speed 33 50th Percentile Speed 30 - Weather Over Cast End Time 1350 15th Percentile Speed 27 - Road Condition Fair Posted Speed 10 MPH Pace. 25-34 Street Class Collector Observer ANTONIO EL Number in Pace 77 Conditions not Percent in Pace 96.3% Apparent City of Redlands Engineering and Traffic Survey Summary Street UNIVERSITY ST Field Observer ANTONIO ELMORE Limits CYPRESS AVE Checked By MARK MILLER COLTON AVE Date 2/20/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey 515 University Ave 85th Percentile 35 10 mph Pace 27-36 Percent in Pace 905% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 10 Collision Rate(Acc/MVM) 8 723 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1518 Length of Segment 3635 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments High accident rate E Adjacent Land Use Residential/Vacant Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #73 City of Redlands Traffic Engineering Department Street Name UNIVERSITY ST Limits CYPRESS AVE to COLTON AVE Radar Survey Sheet X-North /=South 5 10 15 20 25 30 35 40 # °f°ea cum ° 451 1 ! I i I I ' I� t � 401 ( i 1 1 10% 100%1 j I I I I I 1 110% 981%1 I 1 I 1 0% 97 1%1 351 I 1 1/ I/ I 1 I I ( 12 115 4% 90 5%1 I I I 10 95% 79 0%1 1 ( 1 1 9 86% 610%1 6 57% 524%j 30 �� ) I I I I ( I 12 114% 467%1-202% 116 1520 35 2°I° 7 6 7%120 0%1 8 76%1133%1 25 I I 1 10%° 3 8% 1 1 10% 10% 1 I I I I I I 201 I I I I I II 111ki I + I III I I I I I I I I I 11 151 i I I I _ I li I i ii I I 101 I I I ( I I I E 5 0 I Total Samples 1105 Date of Survey 2/20/2009 Start Time 11.43 85th Percentile Speed 35 50th Percentile Speed 31 - Weather Sunnv End Time 1228 15th Percentile Speed 28 Road Conditior Good Posted Speed 30 10 MPH Pace 27-36 Street Class Observer ANTONIO EL Number in Pace 95 Conditions not Percent in Pace 90.5% Apparent City of Redlands Engineering and Traffic Survey Summary Street UNIVERSITY ST Field Observer ANTONIO ELMORE Limits COLTON AVE Checked By MARK MILLER LUGONIA AVE Date 2/20/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey Syvaln Park 85th Percentile 36 10 mph Pace 28-37 Percent in Pace 806% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 3 61 Expected Collision Rate 198 C Traffic Factors Average Daily Traffic 1518 Length of Segment 2635 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not ReaddV Apparent Conditions Roadway Geometrics Comments High accident rate E Adiacent Land Use Residential/Vacant Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #74 City of Redlands - Traffic Engineering Department Street Name- UNIVERSITY ST Limits COLTON AVE to LUGONIA AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % 45,N I i I I I I ! 1 1 1 1 1 09%1 100°x°1 1 1 09% 991%1 C I , 2 19% 981%1 ! I 1 09% 96 3% 40�� I I 2 19%1954%1 2 19% 93 5%1 ! I I 1 09% 91 7%1 I //� I I I I ( I 1 110 1 9 3% 80 6%! //V 35 / / I ( ( 1 9 83% 713%1- %/I ( ! ! ! 1 9 8.3% 630%j 1 9 83% 54.6%1 �� 10 93%1463%1 30• �� I ! 8 74%1370%1 �� I 1 ! 9 83% 296%1 -- !— 12 (111% 213% - ! 1 ( 09% 10.2% ` I ! !T1 1 1 ( ! 5 46% 93% 1 25 ( I I 1 I I 219% 19% 4.6% 1 1 ( I I I ! I 1 1 1 2 1 9% 28% 1 20 1 I II I III 111 I . I ! 15 hili ! � IIl � i 1 , ! I II � I i = ill I Ig 101 ! ! III II ! ! I 1 ! 5 I I ! I ! If 1 z , Total Samoles 108 Date of Survey 2/20/2009 Start Time 11.08 85th Percentile Speed 36 50th Percentile Speed. 32 Weather Sunn End Time 11.40 15th Percentile Speed 28 Road Condition Good Posted Speed 30 - 10 MPH Pace 28-37 - Street Class Collector Observer ANTONIO EL Number in Pace 87 - Conditions not Percent in Pace 806% Apparent City of Redlands Engineering and Traffic Survey Summary Street UNIVERSITY ST Field Observer ANTONIO ELMORE Limits LUGONIA AVE Checked By MARK MILLER SAN BERNARDINO AVE Date 2/20/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey 1530 N University St 85th Percentile 37 10 mph Pace 28-37 Percent in Pace 887% Posted Speed Limit 25 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1207 Length of Segment 2652 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometncs Comments E.Adiacent Land Use Residential Posted Speed Limit 25 Speed Limit Change? Yes Revised Speed Limit 30 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #75 City of Redlands Traffic Engineering Department Street Name- UNIVERSITY ST Limits LUGONIA AVE to SAN BERNARDINO AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % - 1 I 45 1 0 99,. 100% 1 09% 991% 1 , i 401 I 5 47% 981%1 I I 1 2 1 9% 93 4% I 7 66% 915%1 1 I I 1 6 57% 84 9%1 35 VV V ( ( I I ( I ( 11 10.4 79 2%1 11 10.4%I 689%1 12 113 585%1- 11 85%11 10 4% 47 2%1 VVV ( I 113 12.3% 36 8%1 301 � I I I I 12 111 3%�24 5%1 Il V 1 1 I 1 ( 1 7 66%113.2°rol I I l 1 4 38% 66% I- I 1 i I 1 I I I i 1 ( 09la1 19!1,1 251 1 1 1 1 1 1 11 I I I I I 11 09% 09% 1 I I 1 III I I I I � I I I I I I I I I I Iilll I � I I I 201 1 i t I I 11 I I I I I I f III I I I I I I I f I I I IIII `` I � I I I II II I I I 151 1 1 l i I I I 1 1 1 1 1 I 1 O I I I II I I I I 101 I I I 5 ! I I 01I � - Total Samples 1061 Date of Survey 2/20/2009 Start Time 1025 85th Percentile Speed 37 50th Percentile Speed 33 Weather Sunny End Time 11 05 15th Percentile Speed 30 Road Condition Fair Posted Speed 25 10 MPH Pace- 28-37 Street Class Collector Observer ANTONIO EL Number in Pace 94 Conditions not Percent in Pace 887% Apparent City of Redlands Engineering and Traffic Survey Summary Street WABASH AVE Field Observer ANTONIO ELMORE Limits STH AVE Checked By MARK MILLER CITRUS AVE(N) Date 1/30/2009 Factors Direction North/South A. Prevailing Speed Data Location of Survey 144 S Wabash Ave 85th Percentile 48 10 mph Pace 36-45 Percent in Pace 660% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 198 C Traffic Factors Average Daily Traffic 4800 Length of Segment 2613 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #78 City of Redlands Traffic Engineering Department Street Name WABASH AVE Limits 5TH AVE to CITRUS AVE(N) Radar Survey Sheet X-North /=South 5 10 15 20 25 30 35 40 # %ea cum,° 601 i1 ! 111 I ! � 1 10% 100%1 55 � ( I I I ` 3 29% 99 0%1 1' ` I 1 1 I 1 10% 961%1 3 29% 951%1 50 1 I I 2 19% 92 2%1 1 I 1 1 I I 5 49% 90.3%1- 4 I ( 4 3 9% 85 4%1 �1 1 10% 81 6%1 _1 5 49% 80 6%1 45 1 8 78% 757% 7 6.8% 680% _ _ _�_ 8 78% 612% // __ 10 97% 534%1 I ( ( ( 1 7 6.8% 43 7% 40 ( 5 149% 31611% I ( _ 5 149% 262%1 �� 11 ( ( 1 I � I 6 5$°l° 214%1 1 1 6 158% 15 5%1 355 4 39% 97% ( I I ( I I I ( ( I I 1 10% 29% 301J1/1 1 11 ' 1 I I I ' I 1 1 1 1 1 1 1 1 ( 1 ( 10% 1 9% 1 1 1 1 1 1 I I I 1 1 1 I1 I � I I I 1 110% 10% 1 251 ( ( I I I II 1 I I I I I I 1 I 11 i � 1 I I 201 f' 1 I i 151 I Total Samoles 1031 - Date of Survey 1/30/2009 Start Time* 1410 85th Percentile Speed 48 - 50th Percentile Speed 42 Weather Sunn End Time 1505 15th Percentile Speed 36 - Road Condition Good Posted Speed 35 10 MPH Pace 36-45 Street Class Arterial Observer ANTONIO EL Number in Pace. 68 Conditions not Percent in Pace 66.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street WABASH AVE Field Observer ANTONIO ELMORE Limits CITRUS AVE(N) Checked By MARK MILLER COLTON AVE(E) Date 1/30/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey Crafton School 85th Percentile 43 10 mph Pace 31 40 Percent in Pace 651% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 667 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 5365 Length of Segment 2692 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #79 City of Redlands Traffic Engineering Department Street Name WABASH AVE Limits- CITRUS AVE(N)to COLTON AVE(E) Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % 551 I I ill I I i t j ! ( I I 1 09% 100%j 50 2 19% 991%1 ( 1 ( ( ( 1 09% 97 2%1 ( ! 1 2 19% 96 2%1 1 4 38% 94 3%1 45 3 28% 906%1 1 7 66% 877%1- 2 19% 811%1 5 47% 79.2%1 40 ��f ( ! ( 1 8 75% 74 5%1 ( ( 1 5 47% 67 0%1 ( 8 75% 62 3%1 ! 1 ( 1 I 1 7 66% 547%1 - 7 47%1 - 7 66% 481°!x1 35 — /// I 10 94% 415%1 7 66% 321%1 4 38% 25 5%1 ( 1 I 7 66% 21 7%1 6 57% 151% 30 7 66% 94% 1 ( 1 09% 28% 1 1 09% 19% x 11 ( ( I ( 1 09% 09% 25 1 1 I I I ( I I 1 i i I 201 151 I s , 101 Total Samples 1061 Date of Survey. 1/30/2009 Start Time- 1330 85th Percentile Speed 43 50th Percentile Speed 37 = Weather SunnEnd Time 14 04 y 15th Percentile Speed 31 - Road Condition Good Posted Speed 30 10 MPH Pace 31-40 Street Class- Arterial Observer ANTONIO EL Number in Pace 69 _ Conditions not - Percent in Pace 651% Apparent - City of Redlands Engineering and Traffic Survey Summary Street WABASH AVE Field Observer ANTONIO ELMORE Limits COLTON AVE(E) Checked By MARK MILLER SESSUMS DR Date 1/30/2009 W Factors Direction North/South A Prevailing Speed Data Location of Survey 1838 Wabash Ave 85th Percentile 37 10 mph Pace 28-37 Percent in Pace 788% Posted Speed Limit 35 B Collision Histonr Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 906 Length of Segment 7476 Lane Configuration 1-2 Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adjacent Land Use Residential/Vacant Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #80 City of Redlands Traffic Engineering Department Street Name WABASH AVE Limits COLTON AVE(E)to SESSUMS DR Radar Survey Sheet x=North /=South - 5 10 15 20 25 30 35 40 # %ea cum % 451 f 1 I I 1 12% 100%1 40 ( I 5 15 9% 98.8401 5 15.9% 92 9401 182% 71%1 17 8.2%17888%1 351 1 8 94% 70 6%1 1 8 94% 612%1- 1 1 7 82% 51 8%1 7 8.2% 43.5%1 1 I 6 71% 353%1 6 71% 28.2/a 30 ( 6 71% 21 2%1 � 5 59% 141%1 1 12% 82% 1 25 �1 I I ( ( I 1 I 3 3.5% 71% l I I l l ( 1 1 ( 1 1 2% 35% 1 12% 24% 1 � ( ( 1 � ( � 1 12%1 12% 1 20 1 1 I 1 � II I1 1 1 i I ! I I 10 51i • i Total Samples .85 1 - Date of Survey 1/30/2009 Start Time 12.32 85th Percentile Speed 37 = 50th Percentile Speed 33 Weather Sunny End Time 13.26 15th Percentile Speed 29 Road Condition- Fair Posted Speed 35 10 MPH Pace 28-37 Street Class Arterial Observer ANTONIO EL Number in Pace- 67 = Conditions not Percent in Pace 78.8% Apparent City of Redlands - Traffic Engineering Department Street Name CYPRESS AVE - Limits CENTER ST to REDLANDS BLVD Radar Survey Sheet X=North /=South - 5 10 15 20 25 30 35 40 # 'lea cum% 6011 1 1 1 1 1 � � I I 1 09% 100%j 55!/ f l 2 1 9 99 1% 1 2 19%1972%1 1 I I I I 1 50 1 I 1 09%1953%1 3 2 8%' 1 94 3%j I i I 1 2 19% 896%1 45 8 75% 858%1 3 28% 783%1 -- 1 A I� 1 f 6 57%1755%1 10 9 4% 69 8%1 40 1 I 1 9 85% 604%1 -- — _I 7 66%147 2%1 7 66%1406%1 7 66% 340%1 35 ( _ 4 138%1274%1 6 i 157% 23 6%1 / ( 9 ( 85% 179%1 4 38% 94% 1 1 1 3 28% 57% 1 30t ' 1 I ' � � � , ' �� 2 19% 28% 1-8°b - 1 1 1 09% 09% 1 251 I ( I 201 ( I I- 151s11 � I Total Samoles 1061 - Date of Survey 5/8/2009 Start Time 1055 85th Percentile Speed 44 50th Percentile Speed 39 Weather Sunny End Time 1130 15th Percentile Speed 33 Road Condition Fair Posted Speed 40 10 MPH Pace 33-42 Street Class Arterial Observer KRIS PASILL Number in Pace 70 Conditions not Parking Percent in Pace 660% Apparent City of Redlands Engineering and Traffic Survey Summary Street CYPRESS AVE Field Observer KRIS PASILLAS Limits REDLANDS BLVD Checked By MARK MILLER CITRUS AVE Date 5/8/2009 J Factors Direction North/South A Prevailinq Speed Data Location of Survey 727 Cypress Ave 85th Percentile 44 10 mph Pace 33-42 Percent in Pace 705% Posted Speed Limit 40 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 4 Collision Rate(Acc/MVM) 0 716 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 7671 Length of Segment 3504 Lane Configuration 1 Lane SB,2 Lanes NB, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Parking, driveways Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 40 Speed Limit Change? Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Da,e Loc #21 City of Redlands Traffic Engineering Department Street Name CYPRESS AVE Limits- REDLANDS BLVD to CITRUS AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum% 551 I 1 I I 1 1 I 1 10% 100%j- 50K I I 1 I ( I 1 3 29% 990%1- 1 90%1- 1 2 19% 96 2%1 2 19% 94.3%1 I ( 2 19% 92 4%1 45 J I ( I I I 3 29% 90 5%1 1 I I I ( 5 48% 87 6%1 i I ( I 4 38% 829%1- V 29%1- V I 1 I 5 48% 790%1- 6 90%16 57% 74.3%1 40 �� I I I 15 114 3%168 6%1- 11 %1- 11 1105% 54 3%1 �I ( 1 1 13 (12.4% 43.8%1 - 1 4 38% 31 4%1 I I 2 19% 27 6%1 35 I I I ( I I I I I 2 19% 257%1- I 1/�/V/V — I 1 J 11 105%1238%1 5 10% 0!° 186% /° 30 I ( 3 29% 76% 2 19% 48% I II II I I I II ��_ 1 I 1 1 2 1 9%1 29% FF I 1 1 1 0% 10% 51 2 I II fl I I II i I 1 II 201 f I C I I I � I II I I I I 15 h I I C t i l I I E I S I � 1I1 � I I I I 101 1 1 I'I I I i Total Samoles (1051 Date of Survey 5/8/2009 Start Time 950 85th Percentile Speed 44 - - Weather Sunny End Time 1045 50th Percentile Speed 39 15th Percentile Speed 34 = Road Condition Fair Posted Speed 40 10 MPH Pace 33-42 Street Class , Arterial Observer KRIS PASILL Number in Pace- 74 Conditions not Parking driveways Percent in Pace 70.5% Apparent - City of Redlands Engineering and Traffic Survey Summary Street DEARBORN ST Field Observer ANTONIO ELMORE Limits- COLTON AVE Checked By MARK MILLER LUGONIA AVE Date 1/30/2009 Factors Direction East/West A Prevadmq Speed Data Location of Survey 1114 Dearborn St 85th Percentile 32 10 mph Pace 23-32 Percent in Pace 847% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 553 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 3128 Length of Segment 2780 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D. Conditions Not Readilv Apparent Conditions Driveways Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #24 City of Redlands Traffic Engineering Department Street Name DEARBORN ST Limits COLTON AVE to LUGONIA AVE Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum 451 1 1 1 ( I - 401 1 I �- I 1 � ! 2 24% 100%1 351 I 2 2 4%197 6.1.11 1 1 5 15 9% 95 3016 1 5 159% 894%1= j 6 71%1835%1 30 / 8 94% 76 5%1 8 94% 671%1 - 1 I 8 94% 576%1- 9 106% 48.2% 8 9 4% 37 65/7. 25 1 8 94% 28.2%1 1 1 1 7 8.2% 18 8%1 5 59% 10 6%1 3 35%1 47% 1 I 1 1 1 12% 12% 1 201 ( 1 1 1 1 I ( I I 151 I 1 1 1 ' - 1 I I I I CII I I I 10� I C II 1 I- i 5 Total Samples 85 Date of Survey 1/30/2009 Start Time 11.32 85th Percentile Speed 32 - - End Time 12 25 50th Percentile Speed 28 - Weather Sunnv 15th Percentile Speed* 24 = Road Condition Good Posted Speed 30 10 MPH Pace 23-32 - Street Class Arterial Observer ANTONIO EL Number in Pace 72 Conditions not Driveways _ Percent in Pace. 847% Apparent City of Redlands Engineering and Traffic Survey Summary Street DEARBORN ST Field Observer ANTONIO ELMORE Limits LUGONIA AVE Checked By MARK MILLER SAN BERNARDINO AVE Date 2/27/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey Close to Foothill Way 85th Percentile 36 10 mph Pace 28-37 Percent in Pace 880% Posted Speed Limit B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 3128 Length of Segment 4752 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Local D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adjacent Land Use Residential/Vacant Posted Speed Limit Speed Limit Change) Yes Revised Speed Limit 25 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #25 City of Redlands Traffic Engineering Department Street Name DEARBORN ST Limits LUGONIA AVE to SAN BERNARDINO AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum% 4511 1 I 1 ISI ! � � � � � 1 1- 1 20% 100%1- 1 00%j1 20% 98 0%1 40 ( 1 1 20% 960%1- 3 60%3 60% 94 0%1 3 11 20% 84 0%1 5 1 20% 820% 4 80% 800% 8 160% 720% _ 8 160% 560% - 7 14.0%140 0% - 30I I -- f I I I 7 140%1260%1- 1 j V 1 ( 1 6 120% 120%1- 251 I I i 1 ( I I 201 ( 1 1 I I ( I II f i t I I � I III � I I 151 11 1 1 1 11 I 1� 101 5 I I 0 I Total Samoles 50 - Date of Survey 2/27/2009 Start Time 1035 85th Percentile Speed 36 50th Percentile Speed 31 Weather- Over Cast End Time 11.20 15th Percentile Speed 29 Road Condition, New Posted Speed. - 10 MPH Pace 28-37 Street Class Local Observer ANTONIO EL Number in Pace 44 Conditions not Percent in Pace 88.0% Apparent - City of Redlands Engineering and Traffic Survey Summary Street DEARBORN ST Field Observer ANTONIO ELMORE Limits- SAN BERNARDINO AVE Checked By MARK MILLER SESSUMS DR Date 2/27/2009 Factors Direction North/South A Prevaihnq Speed Data Location of Survey N/A 85th Percentile 31 10 mph Pace 23-32 Percent in Pace 1000% Posted Speed Limit B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 3128 Length of Segment 1901 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Unclassified D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Vacant Posted Speed Limit Speed Limit Change? Yes Revised Speed Limit 30 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #26 City of Redlands Traffic Engineering Department Street Name DEARBORN ST Limits SAN BERNARDINO AVE to SESSUMS DR Radar Survey Sheet X=North I=South 5 10 15 20 25 30 35 40 0 %ea cum % 4511 I1 1 I I 401 i I I I jl ff � I I 35 I ( { I I I ill I I 7 14 0% 100%1 7 1140- 86 0%1 30 /I ( I I 8 16 0 I 72 0%1 8 16 040' 56 0%1 = 7 14 0% 400%1- 6 00%1-6 120% 260%1 - ! ( 1 5 10 0°0 14 0%1 25 11 I ( I 11 1 I 1 1 1 2 0% 40% 1 1 20% 20% 1 201 1 V I I I I I ( I ( I I I III I i I I ( I I 111 I II { I III ! I Ill l i l ( I I I 15 1 I i- 10 I I 5 I I I � 0 1 Total Samples 150 - Date of Survey 2/27/2009 Start Time 11 25 85th Percentile Speed 31 50th Percentile Speed- 29 Weather Over Cast End Time 1210 ; 15th Percentile Speed 27 Road Condition Good Posted Speed 10 MPH Pace 23-32 - Street Class Unclassified Observer ANTONIO EL Number in Pace 50 _ Conditions not - Percent in Pace 00.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street ELIZABETH ST Field Observer KRIS PASILLAS Limits GARDEN ST Checked By MARK MILLER CRESCENT AVE Date 2/6/2009 y Factors Direction East/West A Prevailinq Speed Data Location of Survey Near Fountain Ave 85th Percentile 44 10 mph Pace 33 42 Percent in Pace 680% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 987 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1912 Length of Segment 5100 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D.Conditions Not Readilv Apparent Conditions Curves, parking, minimal sidewalks Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change9 Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #27 City of Redlands Traffic Engineering Department Street Name ELIZABETH ST Limits GARDEN ST to CRESCENT AVE Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum - 55(A 11 ( 11 1 I I I I I I I ! 1 1 0% 100%1 1 1 0°10�99 0%1- 50� I € ! ! 2 20% 980%j i ' 1 C I ( I 1 1 10% 960%1 ( I3 30% 95 0%1 45 /X 6 6 0%192 09/61 3 ' 30%1860%1- 1 0% 860%1-( 4 40% 830%1 ' 4 40% 790%1 4 ( 4 0%175 0%1 40 12 112 0%171 0%1 ( 6 6 09/6159 0%1 7 70%1530%1 _ ! I 7 70%. 4150%1 - 7 60% - 7 70% 390%1 35 I I_ 7 70% 320% ( 7 70%1250% 7 70% 180 ( 2 2 0%1 11 0% �i I ( ` 3 3.0% 90% 1 3U ( { 1 1 0% 6 0% ( ( I ( 2 120% 5 0% I ( � ( I I III I ( ( 2 20%1 30% 1 1II � � ( � I li I 251 I I ( 1 I I 1 ( ( ( 1 10 10% I I 20 1 I 15i j I I i I t 10! I Total 5amoles 1100 Date of Survey 2/6/2009 Start Time 1212 ■ 85th Percentile Speed 44 50th Percentile Speed. 38 Weather End Time 13.05 S nny 15th Percentile Speed 33 Road Condition Fair Posted Speed 30 10 MPH Pace 33-42 Street Class Arterial Observer KRIS PASILL Number in Pace68 Conditions not Curves,parking,minimal sidewalks Percent in Pace 680% = Apparent City of Redlands Engineering and Traffic Survey Summary Street FERN AVE Field Observer ANTONIO ELMORE Limits REDLANDS BLVD Checked By MARK MILLER CAJON ST Date 1/16/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 126 E Fern Ave 85th Percentile 39 10 mph Pace 30-39 Percent in Pace 842% Posted Speed Limit 40 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 773 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 6811 Length of Segment 1829 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 40 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #24 City of Redlands Traffic Engineering Department Street Name FERN AVE Limits REDLANDS BLVD to CAJON ST Radar Survey Sheet - X=West /=East 5 10 15 20 25 30 35 40 # %ea cum - 451 J ' I I I I I 1 1 I I I I I I ( 3 130% 100%1 IJ I_ 2 20% 97 0%1- 1 I 4 40% 950%1 - 40 50%1 -40 ; ( 5 50% 911%1- 7 11%1_7 69%1861%1 /' J 7 69%1792%1 15 14 9%172.3%1 11 109% 574%1 11 10 9%146 5°'0 35 1 ( 6 59%1356%1 % - 1 6 59% 297% 208101 0 ( ( 8 79% 149% - 3 �1 ( 5 50% 69% 1 1 0%1 20% 1 1 10% 10% 1 25 1 I I 201 I �- I I I I _ 151 I 10 ( i ' I SC , ! i Ali li I 0 Total Satnnles 1011 Date of Survey 1/16/2009 Start Time 11 48 85th Percentile Speed 39 - 50th Percentile Speed 36 _ Weather Sunny End Time 12.30 15th Percentile Speed 32 - Road Condition Good Posted Speed 40 - 10 MPH Pace. 30-39 Street Class Coliector Observer ANTONIO EL Number in Pace 85 _ Conditions not - Percent in Pace 842% Apparent City of Redlands Engineering and Traffic Survey Summary Street- FERN AVE Field Observer ANTONIO ELMORE Limits CAJON ST Checked By MARK MILLER CENTER ST Date 1/16/2009 Factors Direction East/West A Prevailmq Speed Data Location of Survey 615 Fern Ave 85th Percentile 36 10 mph Pace 28-37 Percent in Pace 951% Posted Speed Limit 40 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 268 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 6811 Length of Segment 2637 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 40 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #29 City of Redlands - Traffic Engineering Department Street Name FERN AVE Limits CAJON ST to CENTER ST JP Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 451 1 ' I I I X11 I � C I I I I I I I Ix 1 10% 100°10)_ 401 (� I 1 10% 990%j I 2 19% 98 1%1 I/�/ �� 1 9 87% 96 1%1 V� 4 39% 87 4%1 35 11 107% 835%1 11 107% 72 8.0(- (f ( ( ( 14 136% 621%I (� ( 12 11 7% 48 9%1 12 117% 369%1 30 I I . I 12 11 7°o 252%1- 1 52% - 1 10 97% 136%1 1 3 29% 39% 1 ( I ( 1 10% 10% 25 I1 1 I I I I II I 11 1- 201 I I I I II ( I I I I I I I 151 I I I ( I II II I i � II I l 10 I I I ( I I - II 5E I I I pi Total Samoles 103 Date of Survey 1/16/2009 Start Time 11.10 85th Percentile Speed 36 50th Percentile Speed 33 Weather Sunny End Time 11.45 _ 15th Percentile Speed 30 Road Condition Fair Posted Speed 40 10 MPH Pace 28-37 Street Class Collector Observer ANTONIO EL Number in Pace 98 = Conditions net Percent in Pace 95.1% ,apparent City of Redlands Engineering and Traffic Survey Summary Street- FERN AVE Field Observer ANTONIO ELMORE Limits CENTER ST Checked By MARK MILLER SAN MATEO ST Date 1/16/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1032 Fern Ave 85th Percentile 42 10 mph Pace 32-41 Percent in Pace 777% Posted Speed Limit 40 B.Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C.Traffic Factors Average Daily Traffic 6811 Length of Segment 2639 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 40 Speed Limit Change) No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department. Date Loc #30 City of Redlands Traffic Engineering Department Street Name FERN AVE Limits CENTER ST to SAN MATEO ST Radar Survey Sheet X=West /=East - 5 10 15 20 25 30 35 40 # %ea cum pro = 50 DC j I I i ( i I I I I 1 1 10% 100%1- 45 00%1- 455��f Q I ( 3 29%1990%; 6 58% 96 1°lo I - 1 6 58% 903',.l 10 97% 845%1 40 9 87%174.8%1 1 5 4 9% 66 0%1 1 8 78%1612%1- Ix 8% 612%1- IX I 1 10 97% 534%1 35 // I I ( I I 3 29 350%1- 1 8 78% 320%1- 77 20%1-77 10 97% 24 3%1 I 1 8 78% 146%1 30 ( 2 1 9% 29% 1 I ( 1 1 10% 10% 1 25 ! ( ( I I 201 I ( i ' I ( 1- 1 151 ( i 10 f � I � II SiliI- Total Samples 103 Date of Survey 1/16/2009 Start Time. 1018 • 85th Percentile Speed 42 50th Percentile Speed 37 - Weather Sunnv End Time 11.03 15th Percentile Speed 33 - Road Condition Good Posted Speed 40 10 MPH Pace 32-41 Street Class Collector Observer- ANTONIO EL Number in Pace 80 - Conditions not Percent in Pace 777% Apparent City of Redlands Engineering and Traffic Survey Summary Street FERN AVE Field Observer ANTONIO ELMORE Limits SAN MATEO ST Checked By MARK MILLER TERRACINA BLVD Date 1/16/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1320 Fern Ave 85th Percentile 34 10 mph Pace 26-35 Percent in Pace 892% Posted Speed Limit 35 B. Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 188 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 6811 Length of Segment 3766 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change9 No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #31 City of Redlands Traffic Engineering Department Street Name FERN AVE Limits SAN MATEO ST to TERRACINA BLVD Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum "o 451 1 I ( I I { I I I I 1 - E 40 1 i ( 1 10% 100%1- 1 00%1_1 10% 990%1 - 1 90%1 -1 10% 980%] 6 59% 971%1 35 5 49% 91 2%1 6 59% 86 3%1 j I ( 10 98% 804%] 1 ( 16 157% 70 6%1 1 17 167% 54 9%1 30 ,� ! 11 108% 38.2%1 7 69% 275%1 8 78% 206%1-3 29% 127%1 8 78% 99 8%% I 25 2 20% 20% 1 j I I i I 20 1 I I I I I I I I I ( I I 1 I I I I 15 1 I I I I 1 101 i i f 5 1_ I , 0 1 1 1 I C - Total Sarnoles 102 Date of Survey 1/16/2009 Start Time 9.30 ■ 85th Percentile Speed 34 Weather Sunny End Time 10.14 50th Percentile Speed 31 15th Percentile Speed. 28 Road Condition Good Posted Speed 35 - 10 MPH Pace 26-35 Street Class Collector Observer ANTONIO EL Number in Pace 91 Conditions not Percent in Pace 89.2% Apparent A City of Redlands Engineering and Traffic Survey Summary Street- 5TH AVE Field Observer KRIS PASILLAS Limits FORD ST Checked By MARK MILLER DEARBORN ST Date 3/5/2009 Factors Direction East/West A Prevaidtnq Speed Data Location of Surrey Marion Rd 85th Percentile 45 10 mph Pace 36-45 Percent in Pace 752% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 0 779 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 6720 Length of Segment 2760 Lane Configuration 4 Lanes, Undivided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/School/Vacant Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #32 City of Redlands Traffic Engineering Department Street Name 5TH AVE Limits FORD ST to DEARBORN ST Radar Survey Sheet X=West /=East - 5 10 15 20 25 30 35 40 # %ea cum % 601 jl II I I I 1 [ C I 1 1 0% 1001/101 1 f I ( I 1 1 0% 990%1- 551 90%1_55 I I I 2 20% 980%1 J I I 1 10% 960%1 0 K/I/X I ( 4 40%1950%11 I 1 10i° 891%1 45 I I ' 12 11 9°r I 881°r I6 5 9% 76.2%° I 7 69% 7036[� I - �Q Q _ 1 13 129% 58 4%1 40 / 4 4.0% 45 5%1 I I I 1 1 1 8 179% 41 6%1 I7 69% 33 7%1 0 ( 1 1 1 4 140% 267%1- 10 99% 228%1 351 1 4 1 4.0% 12 946; 1 ( 1 ( 1 3 30 8 9% 1 1 I ( I ( 1 1 1 1 1 0% 59% _ _ 3 130% 50%zzr 30 ( I I I IT-1-I I 1 110% 2 0% 1 x 1 I ( 1 10%j 1 0% 251 1 I 1 1 ' 1 I I II I ( I 1 � - I 1 I � 20j 1i i1 I - I ' 151 1 l l 1 I 1 II Total Sarnoles 101 Date of Surrey 3/5/2009 Start Time 11.21 85th Percentile Speed 45 50th Percentile Speed 41 - Weather Sunny End Time 11 46 15th Percentile Speed. 36 - Road Condition Fair Posted Speed 35 10 MPH Pace 36-45 Street Class Arterial Observer KRIS PASILL Number in Pace- 76 Conditions not _- Percent in Pace 75.2% Apparent City of Redlands Engineering and Traffic Survey Summary Street 5TH AVE Field Observer KRIS PASILLAS Limits DEARBORN ST Checked By MARK MILLER WABASH AVE Date 3/5/2009 Factors Direction East/West A Prevailing Speed Data Location of Survey La Salle St 85th Percentile 48 10 mph Pace 39-48 Percent in Pace 754% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 198 C Traffic Factors Average Daily Traffic 6720 Length of Segment 2656 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adjacent Land Use Residential/Vacant Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #33 City of Redlands Traffic Engineering Department Street Name 5TH AVE Limits DEARBORN ST to WABASH AVE Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 551 { 1 i I � � I 1 1 1 08% 100%1 �I 1 3 25% 99 2°0 { I I 1 [ 3 25% 96 6%' 50 1 1 1 1 3 , 25% 94 1%1 1 7 59% 91 5%1 A I ( I I 5 { 42% 85 6%1 9 76% 81 4%1 IN, 12 102% 73 7%1 45 I 9 76% 63 6% VI/ I 12 102% 500%1 I 10 85% 39 8% _ 1 5 42% 31 4%1 40 9 76% 271%1 - 6 1 1 11 93% 195% i t I 2 17% 10 2%1 1 I I I 6 51% 85% 1 f/J i 1 ( ( 1 ( I 1 ' 08% 34% 35(^ )' I I ( I 1 ( 08% 25% 1 1 ( I 1 1 108% 17% 1 30 I I 1 108% 0 8% 1 I I I I I I 25 I ( ( ( I { I 20 I 1 I I 151 € I ' ' ll (- 1 10 Total Samples 11181 _ w Date of Survey 3/5/2009 Start Time 11.53 85th Percentile Speed 48 50th Percentile Speed 43 = Weather Sunny End Time 1217 = 15th Percentile Speed 39 Road Condition Fair Posted Speed 45 10 MPH Pace 39-48 Street Class Arterial Observer KRIS PASILL Number in Pace 89 Conditions not - Percent in Pace 754% Apparent City of Redlands Engineering and Traffic Survey Summary Street FORD ST Field Observer.KRIS PASILLAS Limits CITRUS AVE Checked By MARK MILLER 5TH AVE Date 1/29/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey Balfour Ct 85th Percentile 46 10 mph Pace 38-47 Percent in Pace 730% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 528 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 8235 Length of Segment 2212 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Driveways, parking Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #34 City of Redlands Traffic Engineering Department Street Name- FORD ST Limits CITRUS AVE to 5TH AVE a Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum - 551 E � - E 1 10% 100%1 I11 0% 99 0%1 50 1 1 I 1 ( 1 10% 98 0%1 JX 2 120% 970%1 2 20% 950%1 4 4.0% 930%5 50% 890%1 45 — 10 10 0°° 840%1 7 70% 74 0%1 � 4 40% 670%, 3 30% 63 0%1_ / 11 110% 600%1- 40 00%40 / i I �1 16 160% 490%1- 2 90% -2 20% 33 0%1_ 11 �11 0% 31 0%1 - 1 2 20% 20 0%1 1 I I 1 3 30% 18 0%1 35 ( ( ( 1 ( 4 40% 15 0%1 1 5 50% 11 0% 2 20% 60% 1 1 2 20% 40% 30 2 20% 20% 1 1 1 I 251 2O1 1 1 1 ! 15 101 Total Samoles 1001 Date of Survey 1/29/2009 Start Time 916 85th Percentile Speed 46 - 50th Percentile Speed 41 - Weather Sunn End Time 9.50 , 15th Percentile Speed 35 - Road Condition Good Posted Speed 35 - 10 MPH Pace 38-47 Street Class Arterial Observer KRIS PASILL Number in Pace 73 Conditions not Driveways parking Percent in Pace 73.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street- FORD ST Field Observer KRIS PASILLAS Limits 5TH AVE Checked By MARK MILLER RESERVOIR RD Date 1/29/2009 y Factors Direction North/South A Prevailinq Speed Data Location of Survey Crestview Rd 85th Percentile 40 10 mph Pace 30-39 Percent in Pace 786% Posted Speed Limit 35 B. Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C.Traffic Factors Average Daily Traffic 8235 Length of Segment 2885 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change9 Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #31 City of Redlands Traffic Engineering Department Street Name FORD ST = Limits 5TH AVE to RESERVOIR RD - Radar Survey Sheet X=North /=South = 5 10 15 20 25 30 35 40 # ',.ea cum % 501 I ( I I � 1 10% 100°==01 451 1 I 2 1 9% 990%j ( ( 3 29% 971%1 ( 2 19% 94 2%1 ( 3 29% 92 2%1 40 5 49% 89 3%1 ( I 5 49% 845%1 - 8 45%1 -8 78% 796-1/01 ( 1 7 6.8% 71 8%1 13 126% 65 0%1 I 12 11 7% 52 4% 35 ( 12 1117% 40 8°0 I ( i 6 511% 29 1% 8 78%123.3%1 5 4 9% 15 5%( 30 I 5 49°l0 107/{ 1 4 39% 58% 1 10% 19% 1 I I I ! 25 1 1 0% 1 o°i° l 201 ( ( ! I ( I I ! I I I III ! I ! I I I I ! I 15 I I I i ! ! I I � I 101 f i 4 C 5 Total Samoles 1031 Date of Survey 1/29/2009 Start Time 9.54 85th Percentile Speed 40 - Weather Sunny End Time 10,15 50th Percentile Speed 35 15th Percentile Speed 31 Road Condition Good Posted Speed 35 10 MPH Pace 30-39 - Street Class Arterial Observer KRIS PASILL Number in Pace 81 Conditions not Percent in Pace 786% Apparent City of Redlands Engineering and Traffic Survey Summary Street FORD ST Field Observer.KRIS PASILLAS Limits RESERVOIR RD Checked By MARK MILLER SUNSET DR N Date 1/29/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey Patricia Dr 85th Percentile 42 10 mph Pace 32-41 Percent in Pace 663% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc1MVM) 0 517 Expected Collision Rate 2 3 C Traffic Factors Average Daily Traffic 3822 Length of Segment 2437 Lane Configuration 4 Lane with Raised Median, Divided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Roadway Geometncs Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Changer Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #36 City of Redlands Traffic Engineering Department Street Name FORD ST Limits RESERVOIR RD to SUNSET DR N Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % I ( ( I ( ( k t 501 ! 1 0% 100%1- j I 1 10% 99 0%1 2 2 0% 98 0%1 45 / 4 4 0% 96 0%1 i I { ( 2 20%1921%1 /`V l I 6 59% 90 1%1 I I 6 59% 84.2%1- 40 / l 5 ' 50% 78 2%1 J 9 89% 73 3%1 9 ( 89% 644%1 I I 6 59% 55.4%1 /A I ( I 8 79% 495%1 35 I 1 5 50% 41 6%1 6 59% 366%j 6 59%1307%1 l 7 169% 24.8°I°1_ / I { ( 1 2 2 0% 17 8%1 2 20% 158°I°!- 30 4 40%1139%1 ! I I ( I I I 1 1 00/0 3 3 0°I° 1 I I 2 20% 59% 25 ( ( ( l ( 1 100% 4 0°l° 1 3 3 0% 3 0% ! I ! I I I ( 2011 ! f I I 1- 151 ! 1 I- 1 101 I 1 � - 5I ! Total Samoles 101 Date of Survey 1/29/2009 Start Time 10.22 85th Percentile Speed 42 Weather Sunnv End Time 10.45 50th Percentile Speed 37 - 15th Percentile Speed 30 Road Condition Good Posted Speed- 35 10 MPH Pace 32-41 Street Class Arterial Observer KRIS PASILL Number in Pace. 67 Conditions not Percent in Pace 66.3% Apparent - City of Redlands Engineering and Traffic Survey Summary Street- FORD ST Field Observer KRIS PASILLAS Limits SUNSET DR N Checked By MARK MILLER GARDEN HILL DR Date 1/29/2009 Factors Direction North/South A Prevailino Speed Data Location of Survey Ford Dr 85th Percentile 40 10 mph Pace 28-37 Percent in Pace 580% Posted Speed Limit 30 B. Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 04 Expected Collision Rate 1 98 C.Traffic Factors Average Daily Traffic 8235 Length of Segment 2919 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Parking,driveways Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change9 Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #37 City of Redlands Traffic Engineering Department Street Name FORD ST Limits SUNSET DR N to GARDEN HILL DR A Radar Survey Sheet X=North /=South - 5 10 15 20 25 30 35 40 # %ea cum °o 501 I I i 1 10% 100%1 I I 1 10% 99 0%1 45 ( r 1 1 10% 980%1- 1 80%1-1 3 130% 97 0%1 1 ( 1 10% 94 0%1 1 10% 93 0%1 4 4.0% 92 0%1 401 1 ` 4 40% 88 0%1 1 4 40% 84 0%1 1 6 6.0% 80 0%1 1 3 130% 74 0%1 1 1 1 7 170%1710%1_ 35 I 8 80%1 64001°1' 8 8010 560% 4 4 0%1-48-O ( �� 8 80% 440%1 5 50% 36 0%1 30 1_ 1_ 4 40% 31 0% 5 50% 270% j 6 6 0% 22 0%1 2 20% 16 0%1 4 40% 14 0%1 2 20% 10 0%1 25 1 1 ( ( 1 1 I j 4 40% 80% 1 I I I I I I I I I I 1 2 120% 40% 1 r` 1 10% 20% 1 20 / I I 1 1 1 10% 10% I 1 ( I II I I I 111 I 15i ' 10 5 Total Samples 100 Date of Survey 1/29/2009 Start Time 1050 85th Percentile Speed 40 Weather Sunnv End Time 11 47 50th Percentile Speed 34 - 15th Percentile Speed 27 Road Condition Good Posted Speed 30 10 MPH Pace 28-37 Street Class Arterial Observer KRIS PASILL Number in Pace. 58 Conditions not Parking driveways - Percent in Pace 58.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street GROVE ST Field Observer ANTONIO ELMORE Limits HIGHLAND AVE Checked By MARK MILLER CITRUS AVE Date- 3/6/2009 Factors Direction. North/South A Prevailmq Speed Data Location of Survey Napa St 85th Percentile 37 10 mph Pace 26-35 Percent in Pace 759% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 1 581 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1184 Length of Segment 2571 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Multiple driveways, Parking, Curve Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #38 City of Redlands Traffic Engineering Department Street Name GROVE ST Limits HIGHLAND AVE to CITRUS AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % 501 I I I I I I I 1 I i I i 1 13% 100%i f I f! 45 P I I I I 1 13% 98 7%1 1 1 � 13%� 975%1 - 1 13% 962%1 - 2 62%1 -2 25% 94 9%1 40 1 I 1 I 1 13% 92 4%1 I i 2 25% 911%1 2 25% 88 6%1 1 I 1 1 1 13% 861%1 13 38% 84.8%1 35I I I I 1 3 38% 81 0%1= 4 51% 772%1 I I 6 76% 72 2%1 1 1 1 6 76% 646%1- 1 3 38% 57 0%1 30fti>0V/)V/ 1 15 19 0% 532%1 5 6 3% 34.2°'° 6 76%1278%1 7 89% 203%1 1 1 14 1 ' S 63% 114%1 25 �) 1 13% 38% 1 I 1 2 25% 25% 201 1 I I II I 151 I 1 C I I 1 I 1 I 101 5 Total Samples 79 Date of Survey 3/6/2009 Start Time 11 20 85th Percentile Speed 37 - 50th Percentile Speed 30 = Weather Sunny End Time. 12 05 15th Percentile Speed 27 Road Condition Good Posted Speed 30 10 MPH Pace 26-35 Street Class Collector Observer ANTONIO EL Number in Pace- 60 Conditions not Multiple driveways Parking Curve Percent in pace 75.9% Apparent City of Redlands Engineering and Traffic Survey Summary Street GROVE ST Field Observer.KRIS PASILLAS Limits CITRUS AVE Checked By MARK MILLER BROCKTON AVE Date 3/5/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey 639 Grove St 85th Percentile 37 10 mph Pace 28 37 Percent in Pace 77.9% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 1 032 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1184 Length of Segment 3938 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Narrow roadway, No sidewalks, Multiple driveways Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 30 Speed Limit Change9 No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #39 City of Redlands Traffic Engineering Department Street Name GROVE ST Limits CITRUS AVE to BROCKTON AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # ',,.ea cum % 501 I I I I I ; 1 08%1 100%11_ I- 45, 1 08% 992%1- 1 92%1- 1 0 8% 98 5%1 I 1 3 23% 97 74f° 1 08% 954% 40 �/� ( ( 6 4.6% 947%1 2 15%1901%1 1 4 31%1885%1 J11/1 10 17 6%185 5%1 / ( 12 9 2% 77 9%1 35 i 12 92% 68-j I'. 1 59 5 Yo 9 16 9%f° 48 1%1- / 7 V �� 13 99% 41 2%1 I � 12 92% 313%I 30 I 9 69%/ 221%1- 6 4 6% 15 3%1 4 31% 107% 1 2 15% 76% 1 2 15% 61% 1 25 1 08% 46% 1 1 1 ( 1 1 3 23% 38% 1 I 1 1 08% 15% 1 1 08% 08% 1 201 I I I I I I I 151 ( I I 1 1 I I I ! G i I I ' I I 101 1 I I �- 5 i Total Samples 131 Date of Survey 3/5/2009 Start Time 13.53 _ 85th Percentile Speed 37 _ Weather Sunntr End Time 14.42 50th Percentile Speed 34 15th Percentile Speed- 29 Road Condition Fair Posted Speed 30 10 MPH Pace 28-37 - Street Class Collector Observer KRIS PASILL - Number in Pace 102 _ Conditions not Narrow roadway, No sidewalks, Multiple driveways Percent in Pace 779% Apparent. City of Redlands Engineering and Traffic Survey Summary Street JUDSON ST Field Observer ANTONIO ELMORE Limits CITRUS AVE Checked By MARK MILLER COLTON AVE Date 1/16/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey Central Ave. 85th Percentile 41 10 mph Pace 33-42 Percent in Pace 892% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 361 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 5080 Length of Segment 2622 Lane Configuration 4 Lanes, Undivided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adeacent Land Use Residential/Commercial Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #40 City of Redlands Traffic Engineering Department Street Name JUDSON ST Limits CITRUS AVE to COLTON AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 4 %ea cum % 501 I i ' I 1 10% 100°01 451 � � 4 39% 990%1 6 59% 95 1%1 8 78% 8929/ 1 40 (i1 9 8 8% 81 4 7 69%1725%j 1514 7% 65 7%I 10 9 8% 51 0°I°1 I j 4 39°% 412%1 35 / 13 127% 37 3%1 _1 10 98% 245%j 1 9 88% 14 7%1 1 12 20% 59% 1 1 / ( ( ( 1 2 20% 39% j 301 I I 1 ( I I 1 10% 20% j 1 10% 10% II I I I I 25) I I ( I 1 I I 1 I I I � 111 f I 20111 1 I III I { I ( I III I I I I ( I I I I 151 1 101 1 I 5 Total Sarnoles 102 Date of Survey 1/16/2009 Start Time 1242 85th Percentile Speed 41 Weather Sunn End Time. 1304 50th Percentile Speed 37 15th Percentile Speed 34 - Road Condition Fair Posted Speed 35 10 MPH Pace 33-42 Street Class Arterial Observer ANTONIO EL Number in Pace 91 _ Conditions not -_ Percent in Pace 89.2% - Apparent City of Redlands Engineering and Traffic Survey Summary Street JUDSON ST Field Observer ANTONIO ELMORE Limits COLTON AVE Checked By MARK MILLER LUGONIA AVE Date 1/16/2009 Factors Direction North/South A Prevadinq Speed Data Location of Survey 928 Judson St 85th Percentile 40 10 mph Pace 29-38 Percent in Pace 728% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 717 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 5080 Length of Segment 2643 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D.Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #41 City of Redlands Traffic Engineering Department - Street Name JUDSON ST Limits. COLTON AVE to LUGONIA AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 4 %ea cum % 501 I I � � 1 I ii Ili I I , I 1 j I 1 110% 100°0 l 45 1 3 29% 99 0°I° r 2 19%1961%I t 2 1 19% 9429/61 V ( 5 49% 92 2%1 40 _ ( 6 5.8% 87 4%I 5 49% 81 6%1 11 1107% 76 7%1 3 29% 66 0%( J� , 10 97% 631%I 35 ! 1 8 78% 53.4%1- 7 68% 456%1 - 13 56%113 126% 388%1 2 19% 26 2%1 9 87% 243% 30 ` _ 5 49% 15.5°!° (� I---I 768% 7% 1 1 10% 39% 9°I° 1 10% 29% I 1 10% 19% 251), 1 I I I I J/ 1 10% 10% I I I I 1 201 1 15� 1 I I 101 1 1 ( i 5ji l i liI I I I c ! Total 5amoles 1031 Date of Survey 1/16/2009 Start Time 13.10 • 85th Percentile Speed 40 Weather Sunn End Time 13,33 50th Percentile Speed- 35 15th Percentile Speed 30 Road Condition Fair Posted Speed 35 10 MPH Pace 29-38 Street Class - Arterial Observer ANTONIO EL Number in Pace. 75 - Conditions not - Percent in Pace 72.8% Apparent A City of Redlands Engineering and Traffic Survey Summary Street JUDSON ST Field Observer ANTONIO ELMORE Limits LUGONIA AVE Checked By MARK MILLER PIONEER AVE Date 1/16/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey 1544 Judson St 85th Percentile 36 10 mph Pace 28-37 Percent in Pace 771% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 5080 Length of Segment 3960 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not ReadilV Apparent Conditions Narrow roadway Roadway Geometrics Comments E Adjacent Land Use Residential/Vacant Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #42 City of Redlands Traffic Engineering Department Street Name JUDSON ST Limits LUGONIA AVE to PIONEER AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # -,.ea cum 451I- ! !- 40 6 72% 100% ( 1 7 8 4010 928%1 356 72% 843%1 l ( j 8 96% 771%1 7 84% 675%1- I ( 6 72% 590%1 ( ( I ( 1 7 8.4% 51 8% 6 72% 43.4°io 30 I ( 4 48% 361%1 7 84% 31 3%1 _ ( 4 48% 229%1- I/I ( 1 5 60% 18 1% 25 ! I I ( ( 4 4 8% 12 0% 2 24% 72% 1 2 24% 48% 1 2 24% 24% 1 201 1 l ( I I 1 !- 151 ! I I ( II I III I f I- i 101 1 5 I 1 ( ( I i I 1 3 I t i ( f 0 I III I- Total Sainoles 83 Date of Survey 1/16/2009 Start Time- 1340 85th Percentile Speed 36 - Weather' Sunn End Time 1415 50th Percentile Speed 31 _ 15th Percentile Speed 25 Road Condition Fair Posted Speed 35 10 MPH Pace 28-37 Street Class Arterial Observer ANTONIO EL - Number in Pace 54 Conditions not Narrow roadway Percent in Pace 771% Apparent a City of Redlands Engineering and Traffic Survey Summary Street LUGONIA AVE Field Observer ANTONIO ELMORE Limits 1500'W/O RESEARCH AVE Checked By MARK MILLER CALIFORNIA ST Date 1/9/2009 Factors Direction East/West A Prevailing Speed Data Location of Survey Bryn Mawr 85th Percentile 48 10 mph Pace 40-49 Percent in Pace 840% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 4 Collision Rate(Acc/MVM) 0 859 Expected Collision Rate 1.98 C Traffic Factors Average Daily Traffic 4109 Length of Segment 5453 Lane Configuration 2 Lanes WB, 1 Lane EB, Undivided Street Classifaction Arterial D. Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Industrial/Vacant Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #43 City of Redlands - Traffic Engineering Department Street Name LUGONIA AVE Limits 1500'W/O RESEARCH AVE to CALIFORNIA ST Radar Survey Sheet f X=West /=East 5 10 15 20 25 30 35 40 # %ea cum% 60 I I ( I I 1 1 0% 100°x°1_ I C I 1- 1 110% 990% 55 I I- 1 1 10% 980% 2 20% 97 0% 1 10% 95 0%1 I 2 20% 94.0% - 50 ( 2 20% 920%j 5 5 0% 90 0% ,' 7 7 0% 850% / I I_I�, 9 90% 780% _ —1 11 11 0% 69 0 f 11 110% 580% _ 45 �� ( ( 12 12 0°°I 47 0% 11 110% 350%1- r/4 7 7 0% 240%7 70°° 170I°4 4.0% 100%40 / ( ( I 3 30% 60% 1 /J ( 1 I 2 20% 30% 1 l 4 35I i I I 1 110% 1 0% 1 I � II I I I l 301 1- 251 I I I I I II � I Ii I I 201 I I s y I I 4 f i I t i i i 151 ! Total 5amoles 100 I Date of Survey 1/9/2009 Start Time 11.00 85th Percentile Speed 48 - - 50th Percentile Speed 45 = Weather Sunny End Time 11 45 15th Percentile Speed 41 Road Condition Good Posted Speed 45 - 10 MPH Pace 40-49 Street Class Arterial Observer ANTONIO EL Number in Pace 84 - Conditions not Percent in Pace 840% Apparent. - City of Redlands Engineering and Traffic Survey Summary Street LUGONIA AVE Field Observer ANTONIO ELMORE Limits CALIFORNIA ST Checked By MARK MILLER ALABAMA ST Date 1/9/2009 Factors Direction East/West A Prevaithna Speed Data Location of Survey 1711 W Lugonia Ave 85th Percentile 44 10 mph Pace 35-44 Percent in Pace 748% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 13 Collision Rate(Acc/MVM) 1 954 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 6082 Length of Segment 5264 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Vacant/Industrial Posted Speed Limit 45 Speed Limit Change' No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #44 City of Redlands Traffic Engineering Department Street Name LUGONIA AVE Limits CALIFORNIA ST to ALABAMA ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 551 I f 1 1 10% 100°'01 501 I i 1 I 2 19% 99 0%1 1/I 1 10% 97 1%1 1 I ( ( 1 2 19% 961%1 5 49% 94 2%1 45 r 1 1 4 39% 89 3%1 � 8 78%1854% 9 8 7% 77 70/0 1 1 10 97% 689%1- 6 89%16 58% 592%1- 40 92%1- 40 I I I 12 117% 53 4%1 _ ( I 8 78% 41 7% i 6 5 8 34.00% - x I I ( ( _ 1 8 7 8%128.2%1- I ( 5 49% 20 4%1 35 I ( 5 49% 155% I 1 ( ( 5 49% 107% 1 3 29% 58% 1 10% 29% 1 ( 1 1 ( ( 1 301/ 1 1 ( ( 1 10% 19% 1 10% 10% ( 1 ( I I ( 251 1 I I f I r I I I- I I I I I ' I I i i 201 I i l I i 15 I 1 1 I I - I 101 Total Sarnoles 103 Date of Survey 1/9/2009 Start Time 1033 _ 85th Percentile Speed 44 Weather. Sunny End Time 10.56 50th Percentile Speed 40 15th Percentile Speed- 35 Road Condition Good Posted Speed 45 10 MPH Pace 35-44 Street Class Arterial Observer ANTONIO EL Number in Pace 77 Conditions not Percent in Pace 748% Apparent City of Redlands Engineering and Traffic Survey Summary Street LUGONIA AVE Field Observer ANTONIO ELMORE Limits ALABAMA ST Checked By MARK MILLER TENNESSEE ST Date 1/9/2009 J Factors Direction East/West A Prevailinq Speed Data Location of Survey 1410 W Lugonia Ave. 85th Percentile 36 10 mph Pace 28-37 Percent in Pace 868% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 272 Expected Collision Rate 3.55 C Traffic Factors Average Daily Traffic 12070 Length of Segment 2931 Lane Configuration 4 Lanes with Left Turn Channelization, Undivided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Multiple signals Roadway Geometrics Comments E Adiacent Land Use Industrial/Retail Posted Speed Limit 45 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #45 City of Redlands Traffic Engineering Department Street Name LUGONIA AVE - Limits ALABAMA ST to TENNESSEE ST - Radar Survey Sheet ■ X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % _ 45 I � I ( ( I i j09% 100%]- 401 I I 1 3 26% 991%1- I 7 161% 96.5°x"°1 I � 1 7 61% 904°!°1 351//1/ _ I I 9 79% 84 2%1 11 96% 76 3%1 j 9 79% 667%1 - 2 67%12 ill 4%I58 48.2%1 3 ill 4°l0 48.2°l0 l I 30 j ( ( I ( I 10 88% 368%1- f - 110 88°I° 281°%1- 1 ( X ( ( 11 96% 19 3%1 5 44% 96% 1 - ( I I I 2 18% 5.3% 1 25 / 1 1 I ( I ( I I I 4 135% 3 5% 1 201 I II I II I I I I I I I I I I I III II I III I i I i 151 1 1 I II ' ( II II i I i II it I � I I I 101 1 I I- I I 1 5 I 1 o Total Samples 1141 - Date of Survey 1/9/2009 Start Time. 1007 85th Percentile Speed 36 - - Weather Sunny End Time 10.30 50th Percentile Speed 32 15th Percentile Speed. 28 - Road Condition Good Posted Speed 45 10 MPH Pace 28-37 Street Class Arterial Observer- ANTONIO EL Number in Pace. 99 s Conditions not Multiple signals Percent in Pace 86.8% - Apparent City of Redlands Engineering and Traffic Survey Summary Street. LUGONIA AVE Field Observer ANTONIO ELMORE Limits TENNESSEE ST Checked By MARK MILLER TEXAS ST Date 2/27/2009 E Factors Direction East/West A Prevailing Speed Data Location of Survey 846 Lugonia Ave 85th Percentile 44 10 mph Pace 33-42 Percent in Pace 752% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 166 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 12070 Length of Segment 2401 Lane Configuration 4 Lanes Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readdv Apaarent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department. Date Lor #46 City of Redlands Traffic Engineering Department Street Name LUGONIA AVE Limits TENNESSEE ST to TEXAS ST Radar Survey Sheet - X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % - 50 1I I I I i 1 10% 100%j 3 29% 990% - ( ( I ( 2 19% 962%j I ( 2 19% 943%j 451/ 1 � 4 38% 924%1- I 5 4.8% 88 6%1 ( I 3 29% 838%1- 7 38%1- 7 67% 810%j 8 76%174.3%1 40 ( ( ( ( 5 4 8-/.166 7%1 ( ( I I 1 13 124%1619%1 10 95%1495%1 6 157% 400%I I I ( 9 86% 34 3%1 8 76% 25 7%1 35 V I I ( I I ( I I 6 57% 181%1 7 67% 124% 1 ( I I ( 5 48% 57% 1 10% 10% 30 1 1 I II II i I I i I I 25Ili ( 1 II II II I I I- i I I I I I I I I I 201 — �- I I I 151 I I I 1 I I 1 101 I � I i II v j I 51 ! Total 3amoles 1051 Date of Survey 2/27/2009 Start Time 9.10 85th Percentile Speed- 44 Weather Over Cast End Time 947 50th Percentile Speed 33 15th Percentile Speed 34 - Road Condition Fair Posted Speed. 45 - 10 MPH Pace. 33-42 Street Class Arterial Observer ANTONIO EL Number in Pace 79 Conditions not Percent in Pace 752% _ Apparent City of Redlands Engineering and Traffic Survey Summary Street LUGONIA AVE Field Observer ANTONIO ELMORE Limits TEXAS ST Checked By MARK MILLER ORANGE ST Date 2/27/2009 y Factors Direction East/West A Prevailinq Speed Data Location of Survey 511 Lugonia Ave 85th Percentile 42 10 mph Pace 35-44 Percent in Pace 841% Posted Speed Limit 40 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 151 Expected Collision Rate 3 55 C Traffic Factors Average Daily Traffic 12070 Length of Segment 2636 Lane Configuration 4 Lanes Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Vacant Posted Speed Limit 40 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlards Traffic Engineering Department Date Loc #47 City of Redlands Traffic Engineering Department Street Name LUGONIA AVE Limits TEXAS ST to ORANGE ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 60 - I j ( ( 1 09% 100%1 - 55 00%1- 55 ! I P I 501 I I ! ! I I I 1 I I I i 1 I/ 1 109% 991%1 45 / 1 3 28% 981%1 1 1 1 4 37% 953%1_ 1 5 47% 916%1- I ( ( ( 7 65 869°l°1 8 175% 80.411a 40 / I 9 184% 72 9%1 121112% 64.5% 10 9 3%% 53 3% 10 19 3% 43 9%1 15 140% 34.6% 35 i i 10 9 3% 20 6% - 1 1 3 28% 11 2%1 I I I ( ( 1 1 09% 84% 1 5 47% 75% 1 1 109% 9% 2 8°!° 1 30 I 1 1 1 09% 19% 1 109% 09% I ( ( ( I I I 1 1 1 25 1 ! � I 201 k � 4 I � E 151 Total Samles 11071 Date of Survey. 2/27/2009 Start Time 9.53 85th Percentile Speed 42Weather- eather Over Cast End Time 10.26 50th Percentile Speed 38 = 15th Percentile Speed 35 - Road Condition Fair Posted Speed- 40 10 MPH Pace 35-44 _ Street Class * Arterial Observer ANTONIO EL Number in Pace 90 _ Conditions not - Percent in Pace 84.1% Apparent - City of Redlands Engineering and Traffic Survey Summary Street MARIPOSA DR Field Observer KRIS PASILLAS Limits WABASH AVE(E) Checked By MARK MILLER COUNTRY CLUB DR(El Date 2/5/2009 Factors Direction East/West A. Prevailinq Speed Data Location of Survey 648 Mariposa Dr 85th Percentile 27 10 mph Pace 19-28 Percent in Pace 925% Posted Speed Limit 25 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1.98 C Traffic Factors Average Daily Traffic 1224 Length of Segment 2023 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily Apparent Conditions Curve Roadway Geometrics Comments E Adjacent Land Use Residential Posted Speed Limit 25 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #48 City of Redlands Traffic Engineering Department Street Name MARIPOSA DR Limits WABASH AVE(E)to COUNTRY CLUB DR(E) Radar Survey Sheet X-West /=East 5 10 15 20 25 30 35 40 # %ea cum % 451 I' 1ill j I i E 1 i s ( I I 40 i t i I � I I 35 2 25%1 100% 30 1 ( 1 3°l° 97 5%1 1111AX I 1 3 1 3 89/6 l 96 3%1- �� I l ( ( 8 10 0%) 92 50/.1 8 10 0°0 82 5%1 25 — 9 113� 7250/-[� 9 11 3°I°j 61 3% 9 113% 50 0%1 9 113% 388%1 I I 1 8 10 09/. 27 50/. 20�� I 1 I I1 7 87%1175%1 50% ( 1 j 4 5 0°t° 87% j 1 113% 3 8% 1 15 I I � i i � ( i i I , 2 25°l° 25% II I I I I i I 1 I ( I lil I 101 I I 1 ! 1 1 I I �- Ii 0 I Total Samoles 80 Date of Survey 2/5/2009 Start Time 14.14 85th Percentile Speed. 27 Weather Cloudy End Time 15,07 50th Percentile Speed 23 15th Percentile Speed 20 Road Condition Fair Posted Speed 25 10 MPH Pace 19-28 Street Class Collector Observer KRIS PASILL Number in Pace 74 Conditions not Curve Percent in Pace 925% Apparent City of Redlands Engineering and Traffic Survey Summary Street MARIPOSA DR Field Observer KRIS PASILLAS Limits COUNTRY CLUB DR(E) Checked By MARK MILLER GARDEN ST Date 2/6/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 535 Mariposa Dr 85th Percentile 40 10 mph Pace 31 -40 Percent in Pace 780% Posted Speed Limit 30 B.Collision History, Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 1 248 Expected Collision Rate 1 98 C.Traffic Factors Average Daily Traffic 1224 Length of Segment 3150 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily,Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential/Golf Course Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #49 J City of Redlands - Traffic Engineering Department Street Name MARIPOSA DR Limits- COUNTRY CLUB DR(E)to GARDEN ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum 50 1 1 10% 1000/,0 II 1 10% 990%j 451 ( ! I i I i 2 20% 98 0%1 2 20% 96 0%1 3 30% 94.0%1 _ 5 50% 910%1 ( � 1 10% 860%j 40 8 80% 850% 7 70% 770°l01_ 1 12 120%1700%1 I 1 9 90%1580%1 7 7 0%149 0%1 35 j 9 90%1420%1- 11 0% 420%1-11 111 0°/. 330% 1 I 4 40% 220% 1 I _ 8 80% 180 3 30% 100% 1 2 20% 70% 30 �1 I_ I -- 0% 1 x I 1 I 1 2 20% 20% I 251 I I I I I - j I I I I I I I f I 1 I I I$ 201 I I I I I 15 ! i i 1 I 511 I Total Samoles 110 , - Date of Survey 2/6/2009 Start Time 9.50 85th Percentile Speed 40 Weather Cloud v End Time 1038 50th Percentile Speed 37 - 15th Percentile Speed 32 Road Condition Fair Posted Speed 30 10 MPH Pace 31-40 - Street Class Collector Observer KRIS PASILL Number in Pace 78 - Conditions not Percent in Pace 78.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street MARIPOSA DR Field Observer.KRIS PASILLAS Limits HALSEY ST Checked By MARK MILLER DWIGHT ST(N) Date, 3/6/2009 Factors Direction EastlWest ' A Prevailing Speed Data Location of Survey 304 Mariposa Dr 85th Percentile 22 10 mph Pace 15-24 Percent in Pace 900% Posted Speed Limit 20 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1224 Length of Segment 1933 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Local D Conditions Not Readily Apparent Conditions Many curves Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 20 Speed Limit Changes No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #50 J City of Redlands Traffic Engineering Department Street Name MARIPOSA DR Limits HALSEY ST to DWIGHT ST(N) Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # 01aea cum % - 451 i I Ii ! I 4 40 I 351 II I � 25% 100%1 301 { ( 1 125% 97 - ( ( ( ( ( ( !! 1 125% 95 0%1 I I it I I I { ( I 1 125% 92 5%1 251 II I Ili I I i (� ( 1 1 125% 90 0%1 ( ( 1 41ao% x75°r°] 1125%1775 _ �j 5 12 5%1 77 5% 201 f_ �I I 5 12 5 52 0% �`— 5 1125% 52 5% ( ( ( ( ( I ( I 5 125% 400%1 5 112 5% 27 50/, 4 �100% 15 0°l0 15 V i ( ( I I ( I 2 5 0% 5 0% 101 1 1 ( ( f 5 I �- I E I ! I 0 Total Samoles +40 Date of Survey 3/6/2009 Start Time 1045 85th Percentile Speed 22 - Weather Cloud End Time 11 45 50th Percentile Speed 19 15th Percentile Speed 16 - Road Condition Fair Posted Speed 20 10 MPH Pace 15-24 Street Class.. Local Observer KRIS PASILL Number in Pace 36 Conditions not Many curves - Percent in Pace 90.0% - Apparent City of Redlands Engineering and Traffic Survey Summary Street MOUNTAIN VIEW AVE Field Observer KRIS PASILLAS Limits LUGONIA AVE Checked By MARK MILLER SAN BERNARDINO AVE Date 3/5/2009 Factors Direction North/South A Prevailina Speed Data Location of Survey 1450 Mountain View Ave 85th Percentile 43 10 mph Pace 34-43 Percent in Pace 700% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 11740 Length of Segment 2224 Lane Configuration 2 NB, 1 SB with Left Turn Channel, Divided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Industrial/Residential/Vacant Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #51 City of Redlands Traffic Engineering Department - Street Name MOUNTAIN VIEW AVE Limits LUGONIA AVE to SAN BERNARDINO AVE Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum % - 551 11 I I 1 I t 1 1 1 0°0 100%j I 1 1 1 0% 990%1- 50 ( I r ( � I 2 120%1980%1 1 1 1 1 0% 96 0%1 45 4 40% 95 0%1 I 2 120% 91 0% - �� 1 6 60% 890%1 ! 1 1 5 50% 830%1- � 40 / ( 1 1 i 1 7 70%1690%1 9 - 1 ( 5 50% 62 0%1 7 70% 570%1 8 80% 50 0%1 1 I I ( 5 50% 420°1°1 1 1 5 50%1370%1 35 1 1 { I ( 13 130%1320%1 { ( 3 30% 190%1 2 20%116.0% 6 60% 14 0% 30 / — I 2 20% 80% 2 20% 6 0% 1 3 30% 40% 1 25 1 110% 1 0% 1 - � I 1 1 I 1 I I I 1 I I 201 ( I I ( 1 1 1 I I 1 ( ! 1 15! ! 3- 101 Total Samaies 10 Date of Survey 3/5/2009 Start Time 1030 85th Percentile Speed 43 - Weather Sunn End Time 11 03 50th Percentile Speed 37 15th Percentile Speed 32 Road Condition- Good Posted Speed 45 - 10 MPH Pace. 34-43 - Street Class Arteriai Observer KRIS PASILL Number in Pace 70 Conditions not Percent in Pace 700% Apparent City of Redlands Engineering and Traffic Survey Summary Street NEW YORK ST Field Observer KRIS PASILLAS Limits COLTON AVE Checked By MARK MILLER LUGONIA AVE Date 3/6/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey Brockton Ave 85th Percentile 39 10 mph Pace 29-38 Percent in Pace 670% Posted Speed Limit B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1000 Length of Segment 2798 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Commercial/Vacant Posted Speed Limit Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #52 City of Redlands Traffic Engineering Department Street Name- NEW YORK ST Limits COLTON AVE to LUGONIA AVE Radar Survey Sheet X=North /=South = 5 10 15 20 25 30 35 40 # %ea cum % 50 2 18% 100%1 1 ( 2 18% 982%1 45 1 I 1 09% 96 3%1 1 09% 954%1- i I 1 I 3 28% 94.54ro 4 37% 91 7%1 I 1 1 09% 881%1 401 1 1 1 1 1 4 37% 87 2%1 1 11 101% 835%1 8 73% 73A%j_ � 10 92% 661%1 35 /(A i i t l 1 ( 8 173% 56 9%1 1 1 1 4 37%1495%1 Il I I 1 1 1 8 7 3% 45 9%1 8 7 3% 38 5%1 A %1A ( ( 1 1 6 55%1312%1 30 1 ( ( 4 37% 25 7%1 1_ 6 55% 22 0%1 4 37% 16 5%1 VVI 1 I I 1 2 181/o 12 8%1 _ 1 V ( 4 37% 110%] 25 IV,) 1 ( 1 1 09% 73% 1 I , /A I ( 4 37% 64% 1 1 ( I 1 ( 1 1 1 1 1 09%I 28% 1 1 ( ( I 1 I 2 18% 18% 1 201 15I 1 10 I I 5 Total Samaies 103 Date of Survey 3/6/2009 Start Time 9.32 85th Percentile Speed 39 Weather Sunny End Time 10.25 50th Percentile Speed 35 15th Percentile Speed 28 Road Condition Good Posted Speed 10 MPH Pace 29-38 Street Class Collector Observer KRIS PASILL Number in Pace 73 Conditions not - Percent in Pace 67 0°% Apparent City of Redlands Engineering and Traffic Survey Summary Street OLIVE AVE Field Observer KRIS PASILLAS Limits CITRUS AVE Checked By MARK MILLER SAN MATEO ST Date 3/6/2009 Factors Direction EasUWest A Prevailinq Speed Data Location of Survey Sonora St 85th Percentile 35 10 mph Pace 27-36 Percent in Pace 690% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 0 668 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 3238 Length of Segment 6672 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #53 City of Redlands Traffic Engineering Department Street Name OLIVE AVE Limits CITRUS AVE to SAN MATEO ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum% 451 f I " 1 10%j 100% _ 40 1 10%1990% I A j J ( 220% 980% X ! I 1 10% 960%1 /)// j 6 60% 950%1 35 ( ! 6 60% 89 0%1 ! X 1 6 60% 830%1 4 40% 77 0%1- 6 60% 73 0%1 7 70% 670%1 30 I ! 1 ( ( ! l i 6 60%1600%1 10 1000/. 540%1 12 120% 440%1- 6 40% -6 60% 32 0%1 1 1 4 40% 260%1 2511 ( 1 4 40% 220%1 W, ( ( 1 6 60% 180%j 2 20% 12 0%1 j I 1 1 5 50% 100%1 1 ( 3 30% 50% 1 20 I I I ( 1 10% 20% 1 1 110% 1 0% 1 15 1- 101 1 5 ( i pi Total Samoles 1100' Date of Survey 3/6/2009 Start Time 10.44 85th Percentile Speed 35 - 50th Percentile Speed. 2g Weather S nnp� End Time 11 14 15th Percentile Speed 24 Road Condition Fair Posted Speed 30 10 MPH Pace 27-36 Street Class Collector Observer KRIS PASILL Number in Pace 69 Conditions not Percent in Pace- 69.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street ALABAMA ST Field Observer ANTONIO ELMORE Limits BARTON RD Checked By MARK MILLER PARK AVE Date 1/9/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey 310 Alambama St 85th Percentile 47 10 mph Pace 36-45 Percent in Pace 69.4% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 4 Collision Rate(Acc/MVM) 0 286 Expected Collision Rate 355 C Traffic Factors Average Daily Traffic 15491 Length of Segment 4340 Lane Configuration 4 Lanes with Left Turn Channethzation, Undivided Street Classifaction Arterial D.Conditions Not Readdv Apparent Conditions Roadway Geometrics Comments E Adjacent Land Use Residential/Vacant Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #1 City of Redlands Traffic Engineering Department Street Name ALABAMA ST Limits. BARTON RD to PARK AVE Radar Survey Sheet - X=North /=South 5 10 15 20 25 30 35 40 # j%ea cum% 55llilll � I ( 1 � 09% 100°l01 C I ` 2 19% 991%1 50 j I i ( 410 I 109% 95.4%1-1 1 I ` 93% 90 7%1 7I 1 1 7 65% 815%1 45 — / _ _ I_ 10 93% 75 0%1 9 8 3% - / 8 174% 57 40°l° 6 566/o 50 °I° 9 83% 44.4% 40 5 4.6°l° 361% 6 56% 31 5% _ A I I I I I 1 5 46% 259% / h I 9 83% 21 3%1 _ --- ---� 4 3 7% 5 46/ 35 I I I I I I I 1 09% 19% 1 1 09% 09% 1 I ( I 3011 I I I 11 1 I I I I I I I I I III I I I I C I 251 ( ( I II II Ilj ( Iilll I III ( I I I i - 20 I ( I 151 I 101 I I II s li IiI I lil C I I Total Sary ales 108 Date of Survey 1/9/2009 Start Time 9.40 85th Percentile Speed 47 50th Percentile Speed 42 = Weather Sunny End Time 1000 15th Percentile Speed- 37 - Road Condition Good Posted Speed 45 10 MPH Pace 36-45 - Street Class Arterial Observer ANTONIO EL Number in Pace 75 Conditions not Percent in Pace 694% Apparent City of Redlands Engineering and Traffic Survey Summary Street- ALABAMA ST Field Observer ANTONIO ELMORE Limits PARK AVE Checked By MARK MILLER LUGONIA AVE Date 1/9/2009 Factors Direction North/South A Prevailinq Speed Data Location of Survey 620 Alabama St 85th Percentile 41 10 mph Pace 32-41 Percent in Pace 698% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 13 Collision Rate(Acc/MVM) 0.848 Expected Collision Rate 3.55 C.Traffic Factors Average Daily Traffic 18309 Length of Segment 4031 Lane Configuration 4 Lanes with Left Turn Channelization, Undivided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Commercial/Retail Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #2 City of Redlands Traffic Engineering Department Street Name ALABAMA ST Limits PARK AVE to LUGONIA AVE Radar Survey Sheet X-North /=South 5 10 15 20 25 30 35 40 # %ea cum % 55 jlj j I j I 1 ; a s°t° 100%1 I I I I � I - II- 501 I 1 1 �- i I Ix-A 1 2 19% 991%1 45i I ( I 1 1 09% 97 2% I I I L I 3 28% 96,2%I C 2 19% 93 4%1 7 6.6% 91 5%1 / J 1 10 94% 849%1 - 40 V ` 1 I 1 8 75% 75 5%1 1/I I ( I 9 ' 85% 67 9%1 1 1 I ( 6 57% 59 4%1 11 104% 53,8%1 - 35 .. 3.8%1- 35 . 1 1 7 66% 43 4%1 l a A l ( ( I i 5 47% 36 8%1 6 57%1321%1 6 5 47%1217%1 30 �� 3 2 8%117 0%1 - 3 2 8% 14 2%1 T I 1 ( ( I 2 19% 11 3%1 � 1 1 1 1 ( I 2 1 9% 9 4% 1 1 0 9% 7 5% 25'/' ( ( I 2 19% 6 6°° I 3 28% 47% 2 19% 19% 20! i 1 151 I - j �- 10 i- Total Sarnoies 1061 - Date of Survey 1/9/2009 Start Time 920 85th Percentile Speed 41 50th Percentile Speed 36 - Weather Sunn End Time 9.36 15th Percentile Speed 30 Road Condition Fair Posted Speed 35 - 10 MPH Pace 32-41 Street Class Arterial Observer ANTONIO EL - Number in Pace L - Conditions not Percent in Pace 698% Apparent = City of Redlands Engineering and Traffic Survey Summary Street ALTA VISTA DR Field Observer KRIS PASILLAS Limits FLORIDA ST Checked By MARK MILLER SUNSET DR Date 2/5/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 31720 Alta Vista Dr 85th Percentile 47 10 mph Pace 35-44 Percent in Pace 570% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 1 379 Expected Collision Rate 1 99 C Traffic Factors Average Daily Traffic 1000 Length of Segment 3491 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Roadway Geometrics Curves, no sidewalks Comments E Adtacent Land Use Residential/Open Posted Speed Limit 35 Speed Limit Change) Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department. Date Loc #3 City of Redlands Traffic Engineering Department Street Name ALTA VISTA DR Limits- FLORIDA ST to SUNSET DR u 1 1 1 1 1 Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum °o 601I- j 1 10% 100% 5511 II I I I 1- [ 1 10% 990%1 1 1 1 0% 98 0% 50 — --�—� —— ————I— � 7 7 0% —9-7-F/.]_ 1 33.0% 90 0%1 I 1 13 30% 87 0%1 5 50% 84.0%1 451 I 1 i 1 1 6 60% 79 0%1 s 8 0 %s 00% w, 1 ( IT I I 6 60°1°1530%1 40I ( � � 1 — 4 4.0°t° 470%1 1 110% 430%1 5 150% 420%1 7 170% 37 0%1 1 ) 1 7 70% 30 0%1 35 V I I I 7 70% 230%1 1 ( ( ( 1 ( 1 ( 1 1 1 I 5 50% 160%1 1 II � I 1 10%j 11 0%1 I� 1 1 0%1—10-0% 30 1 ( i 5 5 0%1 9 0-,101- I i 1 1 2 20% 40% I 1 1 1 0%i 20% 1 I 1 I I 1 1 1 10% 10% 1 251 1 1 II II 1 I 1 I Illi 20 I I 1 i- I � �- f 15 , I Total Samoles 100 85th Percentile Speed 47 Date of Survey 2/5/2009 Start Time 1049 - 50th Percentile Speed 41 Weather Sunny End Time- 1140 i 15th Percentile Speed 34 Road Condition Fair Posted Speed 35 10 MPH Pace 35-44 - Street Class Collector Observer KRIS PASILL Number in Pace 57 Conditions not Percent in Pace 570% Apparent City of Redlands Engineering and Traffic Survey Summary Street BARTON RD Field Observer ANTONIO ELMORE Limits WEST CITY LIMIT Checked By MARK MILLER TERRACINA BLVD Date 1/9/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1810 Barton Rd 85th Percentile 47 10 mph Pace 40-49 Percent in Pace 796% Posted Speed Limit 55 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 068 Expected Collision Rate 23 C Traffic Factors Average Daily Traffic 19782 Length of Segment 3600 Lane Configuration 4 Lanes with Left Turn Channelization, Divided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Retail/Vacant Posted Speed Limit 55 Speed Limit Change? Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #4 City of Redlands Traffic Engineering Department Street Name BARTON RD Limits WEST CITY LIMIT to TERRACINA BLVD r Radar Survey Sheet X_West /=East - 5 10 15 20 25 30 35 40 # %ea cum t° 55i I 1 r I 1 1 09% 100% I I 2 1 9% 991%( 50 1 I I I I ( 2 19% 935%1 7 65% 91 7%1 11 I 8 74% 85 2%1 I I 11 i 1 I 12 111% 778%1 45 5 46% 667%1 (' 12 11 1%1620%1 I>C I I I 9 8.3%1509%1 %) I 9 83% 42 6%1 I 1 11 10 2%134.3%1 40 f/ I I I I 1 I 11 110 2% 24 1%1- 11K K 5 46%1139%1 I I I I ; 4 37%, 9 3% 1 I ( I I I 1 35 / { I ( ( 5 4 6%I 56% 1 I I I I 11 x I ( I 1 09% 09% 1 1 it I � I III { 1 301 ( I ( 1 1111 I I I 1 III I III 1 I II I I . I I I I I I I l i I I I I I I I I I f 251 1I 1 ( 1 II I I ! I I III I I � I 11H I I I � � I III1 , I ICI 201 ' I 1 ► I ► I c � I i- 15i 101 I ' i Iii i l l I I i f i I Total Samoles 1108 Date of Survey- 1/9/2009 Start Time 1200 85th Percentile Speed 47 50th Percentile Speed 43 - Weather Sunnv End Time 1217 15th Percentile Speed 39 - Road Condition Good Posted Speed 55 10 MPH Pace 40-49 Street Class Arterial Observer ANTONIO EL Number in Pace 86 Conditions not Percent in Pace 796% Apparent City of Redlands Engineering and Traffic Survey Summary Street BARTON RD Feld Observer ANTONIO ELMORE Limits TERRACINA BLVD Checked By MARK MILLER ALABAMA ST Date 1/9/2009 Factors Direction EastlWest A Prevailing Speed Data Location of Survey Oasis Medical Plaza 85th Percentile 46 10 mph Pace 38-47 Percent in Pace 785% Posted Speed Limit 45 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 274 Expected Collision Rate 23 C Traffic Factors Average Daily Traffic 19782 Length of Segment 1777 Lane Configuration 4 Lane with Rased Median, Divided Street Classifaction Arterial D Conditions Not Readily Apparent Conditions Curve Roadway Geometr€cs Comments E Adiacent Land Use Retail/Residential Posted Speed Limit 45 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #5 City of Redlands Traffic Engineering Department Street Name BARTON RD Limits. TERRACINA BLVD to ALABAMA ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # °%ea cum % 551 i � II iiI I ill � I 1 0 5% 100% - I I 2 10% 99 5°f° I 1 I 50 8 3 15% 976%1°1 8 39% 961%, 1 11 54% 92 2%1 J 13 63% 86 8%1 45 18 88% 80 5%1 1 ( 1 21 102% 71 7%1 'Al21 102% 615%1 �� 26 12 7% 51 2% AzV —{— 1 20 98% 38 5%1 40 / 17 83% 288%1- 1 88%(- 1 5 2.4% 20.5%1- 1 9 44% 18 0%1 1 5 24% 13 7%1 7 34% 112 35 6 1 ( 3 15% 49% 1 11 ( ( ( 3 1 15% 34% 1 1 I I ( 4 20% 20% 1 301 I I 1 ► ► 1- I I I IIID I I I � I � I 251I I I - II 201 I I � t 151 I I I f 1 i � I I I 10' I Ictal Sarnales 12051 Date of Survey 1/9/2009 Start Time 12.20 85th Percentile Speed 46 50th Percentile Speed 42 = Weather Sunny End Time 1256 _ 15th Percentile Speed 38 - Road Condition Good Posted Speed- 45 10 MPH Pace 38-47 Street Class Arterial Observer ANTONIO EL Number in Pace- 161 Conditions not Curve - Percent in Pace 78.5% = Apparent City of Redlands Engineering and Traffic Survey Summary Street BARTON RD Field Observer ANTONIO ELMORE Limits ALABAMA ST Checked By MARK MILLER LAKESIDE AVE Date 1/9/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1451 Barton Rd 85th Percentile 45 10 mph Pace 36 45 Percent in Pace 769% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 4 Collision Rate(Acc/MVM) 0 497 Expected Collision Rate 2 3 C Traffic Factors Average Daily Traffic 17508 Length of Segment 2214 Lane Configuration 4 Lane with Raised Median, Divided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Roadway Geometrics Comments E.Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? Yes Revised Speed Limit 40 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #6 City of Redlands Traffic Engineering Department - Street Name BARTON RD Limits ALABAMA ST to LAKESIDE AVE _ A Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % - 60! jell 1 I ! 1 i I � i I 1- I 1 ' ! 1 05-/. 100°1. 551 Il it I 1 I I II I 1 2 1 0% 99 5%1 I 1 50 ( C 1 05%1986%1 j 2 10% 981%1- 3 1 ( ( 7 34%1 957%1 - x 57%1 _I 9 4.3% 923%1 45 _ i i 17 - �- 1 I 20 96% 72 1%1 15 72% 625%1 8.20 55 3%I 40 19 91% 471%1 ---�- 16 77 31 \0914 67% 3003%3%1 ( 16 7 7% 23 6%1 _ 10 4 8%1159% 35 — --I 9 4.3% 111%1 —I I— 1 0 5% 6 7% _ 9 4.3°I° 6 30 I l l 4 19% 19% 301��1 251 1 ( I ICI ( I f- 201 I 151 ! i II i �208 I Total Samoles 8 Date of Survey 1/9/2009 Start Time 1300 85th Percentile Speed 45 50th Percentile Speed 41 Weather Sunny End Time 1332 _ 15th Percentile Speed 36 - Road Condition Good Posted Speed 35 10 MPH Pace 36-45 Street Class Arterial Observer ANTONIO EL Number in Pace. 160 Conditions not _ Percent in Pace 76.9% Apparent City of Redlands Engineering and Traffic Survey Summary Street BROCKTON AVE Field Observer ANTONIO ELMORE Limits NEW YORK ST Checked By MARK MILLER TEXAS ST Date 1/30/2009 W Factors Direction East/West A Prevailing Speed Data Location of Survey 1439 Brockton Ave 85th Percentile 39 10 mph Pace 30 39 Percent in Pace 812% Posted Speed Limit 25 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 2.153 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1708 Length of Segment 1309 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Parking, driveways Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 25 Speed Limit Change? Yes Revised Speed Limit 30 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc a 7 City of Redlands Traffic Engineering Department Street Name- BROCKTON AVE Limits NEW YORK ST to TEXAS ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 501 � �J I I 1 10% 100% I 451/ 1 2 20% 99 0% I I ( 1 10% 97 0%1 I ( 1 10% 96 0%1 4 40% 950%1- 40 50%j-40 I I 1 10% 91 1%1 9 89% 901%1 8 79% 812%1- 1 f I I y 6 59% 73 3%1 - J j ( —� J 1 6 159% 6 35 � _ 9 189% 611 4%4%1_ 1 9 89% 525%1 /-- I —�---I 1 43 9 89% 347%1- 9 89% 257%1 30 � I 8 179% 168%I 5 50%1 89% 1 3 3 0% 40% 1 25 I 1 10% 10% I I I I I C i I I I 20 I I I I II I 151 I ! I 101 1 I I 5 1 1 I I I ! I I Total SamDles 101 Date of Survey 1/30/2009 Start Time 10.40 85th Percentile Speed 39 = Weather Sunny End Time 11 29 50th Percentile Speed 34 15th Percentile Speed 30 Road Condition Good Posted Speed 25 10 MPH Pace 30-39 Street Class Collector Observer ANTONIO EL Number in Pace 82 _ Conditions not Parking driveways Percent in Pace 81.2% Apparent City of Redlands Engineering and Traffic Survey Summary Street BROCKTON AVE Field Observer ANTONIO ELMORE Limits TEXAS ST Checked By MARK MILLER CHURCH ST Date- 1/30/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 6th St 85th Percentile 36 10 mph Pace 29-38 Percent in Pace 893% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 3 Collision Rate(Acc/MVM) 1 205 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2267 Length of Segment 5286 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D. Conditions Not Readilv Apparent Conditions Multiple driveways, parked cars Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change' Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #8 City of Redlands Traffic Engineering Department Street Name BROCKTON AVE Limits TEXAS ST to CHURCH ST Radar Survey Sheet X=West /=East - 5 10 15 20 25 30 35 40 # %ea cum Bio 451111 1i II ) Ali 1 1 xI 1 10% 100% 40 1 1 0 i 99 0 1 1 10% 98 1%1 I/ 1 6 58% 97 1%1 - 5 %1 - 5 49%1913%1 1 1 10 97°% 864%1 35 / I 10� 97%1767%1 1 1 1 12 11 7% 67 0%1 �j 10 97%1553%1 1 14 136%1456%1 (/ 18 ( 78% 320%1 1 I ( 1 8 178% 243%1- 30 / / I ( I ( 9 8 7% 16 5%01 5 49% 78% 1 1 0%1 29% 1 25 i I ( l l I I i 1 1 10%( 10% 1 1 I i I I I ( I I 1 201 ' I I III I I I I l 1 I I I I I I I I I 1 I 151111 1 1 L1 1 I I I III 1 I� I � 2I I I ill I I I 1 I i i 101 I I ! I 5 4 1 of I I I . i III II i 11 i i Total Satnoles 1143 y Date of Survey 1/30/2009 Start Time 9.00 85th Percentile Speed 36 - 50th Percentile Speed- 33 = Weather Sunn End Time 937 15th Percentile Speed 29 Road Condition Fair Posted Speed 30 10 MPH Pace 29-38 Street Class Collector Observer ANTONIO EL Number in Pace 92 - Conditions not Multiple driveways; parked cars _ Percent in Pace 89.3% Apparent City of Redlands Engineering and Traffic Survey Summary Street BROCKTON AVE Field Observer.ANTONIO ELMORE Limits- CHURCH ST Checked By MARK MILLER JUDSON ST Date 1/30/2009 Factors Direction East/West A Prevaidmq Speed Data Location of Survey 1138 E Brockton Ave 85th Percentile 38 10 mph Pace 30-39 Percent in Pace 84.0% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 6 Collision Rate(Acc/MVM) 2 411 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2267 Length of Segment 5284 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Driveways,bicycles,crosswalk Roadway Geometrics Comments High accident rate E Adiacent Land Use Residential/University Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #9 City of Redlands Traffic Engineering Department Street Name BROCKTON AVE Limits CHURCH ST to JUDSON ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 45 ( ( I I j ! 1 10%1 100%1 XXX I 4 4.0 990%I 1 2 20% 9500, 40 I I ( 4 40% 930%1 4 40% 89 0%1 / 6 60%. 850%1 11 11 0°0 790%1 I � 1 5 50% 680%1 1 35 / I I 10 100% 63 0%1 10 100% 530%1 - 10 30%1 -10 100% 430%1 1 1 10 100%1330%1 1 10 100% 23 0%1 30 ( i 8 80% 130%j 1 10% 50% 2 20% 40% 1- 1 ( ( I I 1 10% 20% I I I I ( I 25 Ix 1 1 10% 10% 1 201 I ( I I I III II I ( { I ( I I II ( ( ( I 151 I I I I I II I i II � I 10 I I I I I i I ! II 5 I � { 01 j { I Total Samoles 11001 Date of Survey 1/30/2009 Start Time 9 43 85th Percentile Speed 38 Weather Sunny End Time 1036 50th Percentile Speed 34 15th Percentile Speed. 31 Road Condition Fair Posted Speed 30 10 MPH Pace 30-39 Street Class Collector Observer ANTONIO EL Number in Pace 84 = Conditions not Driveways bicycles crosswalk - Percent in Pace 84.0% Apparent a City of Redlands Engineering and Traffic Survey Summary Street BROCKTON AVE Field Observer KRIS PASILLAS Limits JUDSON ST Checked By MARK MILLER WABASH AVE Date 2/12/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey Near Aaron Dr 85th Percentile 37 10 mph Pace 27-36 Percent in Pace 776% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 401 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2267 Length of Segment 5293 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D.Conditions Not Readilv Apparent Conditions Driveways Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #10 City of Redlands Traffic Engineering Department Street Name BROCKTON AVE Limits JUDSON ST to WABASH AVE - Radar Survey Sheet - X=West /=East 5 10 15 20 25 30 35 40 # %ea cum% 501 I I E 1 ( ( I I t I 1 1 2% 100%1 1 1 1 12% 98 8%1 45 ( I I 1 12% 97 6%1 1 1 12% 965%1 1 f 1 1 2% 95 3%1 1 12% 941%1 40 I I I ( 1 12% 92 9%1 1 12% 91 8%1 3 3.5% 90 6%1 4 47% 871%1 3 35% 82 4%1 35 I I i ( ( ( 5 59% 788%1 - 6 88%16 71%1729%1 8 9 4°%1 65 9%1 I 8 94%1565%1 8 94% 471%1 8 94% 376% 30 �/ ( I 8 94% 282% 8 94% 18 8%1 1 1 4 47% 94% 1 1 ( 1 1210 47101 251 I 1 ( ( ( 2 24% 35% 1 I 20 I I I 1 I 1 1 1 j 1 12% 12% I 151 � , l I 101 I I � ( I � 5J � ! Total Samples 85 Date of Survey 2/12/2009 Start Time 9.25 85th Percentile Speed 37 50th Percentile Speed. 32 - Weather Sunny End Time 1025 - 15th Percentile Speed 28 - Road Condition Fair Posted Speed 30 10 MPH Pace 27-36 Street Class Collector Observer KRIS PASILL Number in Pace 66 - Conditions not Driveways Percent in Pace 776% Apparent City of Redlands Engineering and Traffic Survey Summary Street BROOKSIDE AVE Field Observer ANTONIO ELMORE Limits LAKESIDE AVE Checked By MARK MILLER CENTER ST Date- 1/30/2009 a+ Factors Direction East/West A Prevailing Speed Data Location of Survey Roma 85th Percentile 41 10 mph Pace 32-41 Percent in Pace 895% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 6 Collision Rate(Acc/MVM) 0 571 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 12654 Length of Segment 3995 Lane Configuration 2 Lane with Raised Median, Divided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Limited access Roadway Geometrics Comments Continuity of Speed E Adlacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #11 City of Redlands Traffic Engineering Department Street Name BROOKSIDE AVE Limits LAKESIDE AVE to CENTER ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 501 I E I [ j 1 09% 100% 2 18% 991%1 45 I I 3 26% 97 4% 1 09% 947%1 3 26% 93 9%1 I 8 70% 912% 40 ( I 11 96% 84.2%1 7 61% 746%1 AA I� � I I 11 9 6%! 68 4%1- 14 12 3°I) 588%1 1 18 158% 46 5%1 35 1II I 8 1 70% 21 1%1 / I I 9 79% 140%1- I I 1 5 144% 61% 1 1 109%1 18% 1 30 I I ( 1 1 1 1 09%1 09% 1 I I ( I I 251 ( I I I I I 1 ( I 1 1 I II 11 I I l l 201 151 � I I 10� 1 I I it I I E I k - 5l � I I Total Samples 114 - Date of Survey 1/30/2009 Start Time 16.12 85th Percentile Speed 41 50th Percentile Speed 37 - Weather Sunny End Time 1648 - 15th Percentile Speed 34 = Road Condition Good Posted Speed 35 10 MPH Pace 32-41 Street Class Arterial Observer ANTONIO EL Number in Pace 102 Conditions not Limited access Percent in Pace. 895% Apparent City of Redlands Engineering and Traffic Survey Summary Street BROOKSIDE AVE Field Observer.ANTONIO ELMORE Limits CENTER ST Checked By MARK MILLER EUREKA ST Date 1/30/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 407 Brookside Ave 85th Percentile 42 10 mph Pace 29-38 Percent in Pace 679% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 5 Collision Rate(Acc/MVM) 0 961 Expected Colliston Rate 1 98 C Traffic Factors Average Daily Traffic 12654 Length of Segment 1978 Lane Configuration 2 Lane with Raised Median, Divided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Limited access Roadway Geometrics Curve, multiple pedestrian crossing Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #12 City of Redlands Traffic Engineering Department Street Name BROOKSIDE AVE Limits CENTER ST to EUREKA ST A Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # °f°ea cum % 551I- I 2 110%j 100%I- 1 105% 990%1 05% 986% 50 I I 1 0 5% 98 1%1- � I I I 455 I 1 I I I I 3 10 4%° 971%1 1 , ( 4 19% 95 7 rx/ I3 8 181 5.3%° 900%1 10 48%1847%1 40 _ _ I 5 f 2 4%43 79 - / 13162% 732%1- 14 6 7% 67 0°t° — 14 67 603/61 35 15 7 2% 53 6% j� �— 15 72% 46 V1. 18 86% 3920/1 13 6 2. 30 6% 14 67% 244%1 30 -- — — —1 , 11 —— 5 124% 53% 1 4 119% 2 9% ( I I IT 25 2 1 0%1 10% 1 m 20111 C I 151 I I 10! II f I i l Total Samoles 2091 Date of Survey 1/30/2009 Start Time 15.10 85th Percentile Speed 42 50th Percentile Speed 35 Weather Sunny End Time 16.07 _ 15th percentile Speed 30 Road Condition Good Posted Speed 30 10 MPH Pace 29-38 Street Class Arterial Observer ANTONIO EL Number in Pace 142 Conditions not Limited access - Percent in Pace 67.9% Apparent City of Redlands Engineering and Traffic Survey Summary Street CENTER ST Field Observer.ANTONIO ELMORE Limits- STATE ST Checked By MARK MILLER BROOKSIDE AVE Date 1/9/2009 Factors Direction East/West A Prevatlmp Speed Data Location of Survey 78 N Center St 85th Percentile 39 10 mph Pace 32-41 Percent in Pace 83.8% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 563 Expected Collision Rate 198 C Traffic Factors Average Daily Traffic 4250 Length of Segment 2013 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Limited access Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Changes No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Lac li 13 City of Redlands Traffic Engineering Department Street Name- CENTER ST - Limits. STATE ST to BROOKSIDE AVE Radar Survey Sheet X-West /=East 5 10 15 20 25 30 35 40 # %ea cum % - 451 2 19%1 100°lo I 7 6 7% 98 1%1 40 I ( I 6 57% 91 4%1 10 95-1. 857%1 7 6 7-/.176 2%1 f KK x 14 133%1695%1 9 86%1562%1 355 _ I 11 105%1476%1 13 124%1371%1 3 29% 24 8%1 6 57%1143%1 - I I ( I i f i j 4 38% 86% 1 0 ( 3 2 9% 4 8% 1- 1 10% 19% 1- 1 25 ( 1 ( 1 10% 10% 1 I I ( I I 201 � 1 I I I I I II I I I I I I I I I I II I I I I 151 II II I I I I I I ( I I 'oil 1 I ( I I 1 I 01 I ( ( I 5 j I I- t � O1lI ( - I Total Sarnoles 1051 Date of Survey 1/9/2009 Start Time 13.40 85th Percentile Speed 39 50th Percentile Speed 36 = Weather Sunny End Time 1415 15th Percentile Speed 32 Road Condition Good Posted Speed 35 10 MPH Pace 32-41 Street Class Arterial Observer ANTONIO EL - Number in Pace 88 _ Conditions not Limited access Percent in Pace 838% Apparent. City of Redlands Engineering and Traffic Survey Summary Street CENTER ST Field Observer ANTONIO ELMORE Limits BROOKSIDE AVE Checked By MARK MILLER CYPRESS AVE Date 1/9/2009 Factors Direction East/West A Prevailmq Speed Data Location of Survey 448 Center St 85th Percentile 40 10 mph Pace 32-41 Percent in Pace 73.1% Posted Speed Limit 35 B. Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 5 Collision Rate(Acc/MVM) 1 431 Expected Collision Rate 1 98 C. Traffic Factors Average Daily Traffic 4250 Length of Segment 3958 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Parking Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #14 City of Redlands Traffic Engineering Department Street Name CENTER ST Limits BROOKSIDE AVE to CYPRESS AVE Radar Survey Sheet X_West /=East 5 10 15 20 25 30 35 40 # %ea cum 45 1 09% 100°0' J I ( t I I 6 156% 99 1%1 3 128% 93 5%1 40 / I I 8 174% 90 7%1 f I/ 10 93% 833%j 1 _ I 1 7 65% 69 4%1 1 1 1 9 18 3% 63 0%1 10 93% 54 6%1 35 � I ( I 1 9 83% 454%1- 8 54%1-8 74% 370% II 10 193% 29 6% 2 1 19% 20 4% - 301 1 I ( 8 74% 18.5%1 I` I � i- I I I I 1 6 1 5 6°f° i i 1- I I 5 46% 56% 1 25 I I II I ( I 1 09% 09% I I � II II I 20l it IIII I I I � I II 1 II I 15111 . III III ' I ( ( I I I ff I I I 101 I I I I I i I 5 1 C I I i I # 011 # 11 I Total Samoles 11481 - Date of Survey 1/9/2009 Start Time 1421 85th Percentile Speed 40 - Weather Sunnv End Time 14.53 50th Percentile Speed 35 15th Percentile Speed 30 Road Condition- Good Posted Speed 35 10 MPH Pace 32-41 Street Class.. Arterial Observer ANTONIO EL Number in Pace 79 Conditions not Parking = Percent in Pace 73.1% Apparent City of Redlands Engineering and Traffic Survey Summary Street CENTER ST Field Observer ANTONIO ELMORE Limits. CYPRESS AVE Checked By MARK MILLER CRESCENT AVE(W) Date 1/9/2009 j Factors Direction East/West A Prevailinq Speed Data Location of Survey 640 Center St 85th Percentile 39 10 mph Pace 30-39 Percent in Pace 790% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 4250 Length of Segment 3606 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readdv Apparent Conditions Limited access,parking Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department- Date Loc #15 City of Redlands Traffic Engineering Department Street Name CENTER ST Limits CYPRESS AVE to CRESCENT AVE(W) Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 45 1110% 100%1 11/ I 2 20% 990%1 - 4 90%1 -4 40% 970%1 - E j 4 40%1930%1 40 ( 1 6 6 0% 89 0%1 7 70% 830%1 f ( 1 9 90% 70 0%1 35 / I 1 1 8 80% 61 0%1 �f 9 90% 530%1 - 8 30%1-8 8 0%j 44.0% 10 10 0001 36 0% 7 70%1260%1_ 301 3 130% 10 0% I I 1 1 I 4 40% 70% 1 - 1 0% - 1 10% 30% 1 1 1 1 ( ( 2 20% 20% I 25 X I I I I I ( I � 1 I 201 1 . 0 1 II � 111 t I I 151 I I I I 101 1 I 1 5 � 1 1 I Oiiil Total Samoles 100. Date of Survey 1/9/2009 Start Time 1458 85th Percentile Speed 39 Weather Sunny End Time 1533 50th Percentile Speed 34 15th Percentile Speed 30 Road Condition Fair Posted Speed 35 10 MPH Pace 30-39 Street Class Arterial Observer ANTONIO EL Number in Pace 79 Conditions not Limited access parking Percent in Pace 79.0% Apparent City of Redlands Engineering and Traffic Survey Summary Street CENTER ST Field Observer KRIS PASILLAS Limits CRESCENT AVE(E) Checked By MARK MILLER RIDGE ST Date 2/12/2009 Factors Direction East/West A Prevailing Speed Data Location of Survey 1441 Center St 85th Percentile 37 10 mph Pace 25-34 Percent in Pace 817% Posted Speed Limit 30 B. Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C.Traffic Factors Average Daily Traffic 15491 Length of Segment 1805 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readilv Apparent Conditions Driveways Roadway Geometrics Curves Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change? Yes Revised Speed Limit 35 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #16 City of Redlands Traffic Engineering Department Street Name CENTER ST Limits- CRESCENT AVE(E)to RIDGE ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 501 j 1 14% 100%1 1 2 28% 9$$°!01- rclllI 451 - I � I k - I V I I ( I I I I I 2 28% 958%1 1 2 28% 93 0%1 40 I ( ( 1 14% 90 1%1 1 I 2 128% 88 7%1 I I 2 2 8% 859%1- I I 59%1- I ( I I I 1 1 14% 831%1 351 1 ( ( I 1 4 156% 81 7%1 I I ( 4 56% 761%1 6 85% 704%1- 7 9 90!° 62 0 30 /� I I I I I 7 99 52 1°!°1 �( ( 7 99% 42 3%1 1 6 85°!°1324°!° 6 85%1 23 9% 6 85% 155% 25V 5 70%1 7 0% I I II i I I I I I � I I � I III III I I I 201 1 1 1 I II ( I III I ' I I I 15' I 5 1 I I I I I I I I I I 101 5 Total Samoles 71 i Date of Survey 2/12/2009 Start Time 1036 85th Percentile Speed 37 Weather Sunny End Time 11 35 50th Percentile Speed- 30 15th Percentile Speed 26 Road Condition- Fair Posted Speed 30 - 10 MPH Pace 25-34 Street Class Collector Observer KRIS PASILL = Number in Pace 58 Conditions not Driveways Percent in Pace 81.7% Apparent City of Redlands Engineering and Traffic Survey Summary Street CENTRAL ST Field Observer.KRIS PASILLAS Limits UNIVERSITY ST Checked By MARK MILLER JUDSON ST Date 2/12/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1144 Central St. 85th Percentile 35 10 mph Pace 25-34 Percent in Pace 744% Posted Speed Limit 30 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 6 Collision Rate(Acc/MVM) 4 556 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 2000 Length of Segment 3169 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Local D. Conditions Not Readilv Apparent Conditions Prima Facie 25 mph Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 30 Speed Limit Change) Yes Revised Speed Limit 25 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc a 17 City of Redlands = Traffic Engineering Department Street Name CENTRAL ST Limits UNIVERSITY ST to JUDSON ST Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 # %ea cum % 551 1 I 1 - 1 1/ 1 G 1 12% 100%1 501 ii 1 I 1 1 12% 98 8%1 451 ( 1 12%1976%11 I" li IIII I I I I ( I I 1 401 1 I ( I 2 124% 951°1°I 1 3 37% 927%1 - 1 27%1 _1 1 2 24% 89 0%1 35'A I I I ( 1 1 I 1 2 24% 866%1 - 1 ( 6 73°1° 841%) 7 85% 768%1 f 11 8 98% 68 3%1 I 6 73% 58 5% 30 — (_ 8 9 8%1 51 2% - 6 73%(415% 1 6 73%1341%1 -- I 6 73%1268%1 3 37%119 5-/. 2511' I I I 11 5 6 140 159%1 , I I 1 ( I ( ( 1 I 2 24% 98% 1 _ 1 12% 73% 1 ( 1 1 12% 61% 1 20 ( 1 ( 1 1 2 24% 49% 1 I 1 12% 24% I 1 12% 12% 15 i I I II 11 10 Total Samoles 82 ' Date of Survey 2/12/2009 Start Time 1300 85th Percentile Speed 35 - 50th Percentile Speed- 30 Weather Sunny End Time 1356 15th Percentile Speed 25 Road Condition Fair Posted Speed 30 10 MPH Pace 25 34 Street Class . Local Observer KRIS PASILL Number in Pace 61 Conditions not Prima Facie 25 mph Percent in Pace 74.4% - Apparent - City of Redlands Engineering and Traffic Survey Summary Street COLTON AVE Field Observer KRIS PASILLAS Limits DEARBORN ST Checked By MARK MILLER WABASH AVE(W) Date 2/12/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1641 Colton Ave 85th Percentile 45 10 mph Pace 37-46 Percent in Pace 702% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 403 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 9159 Length of Segment 2609 Lane Configuration 1-2 Lane Each Direction, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Changes Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #18 City of Redlands Traffic Engineering Department Street Name COLTON AVE Limits DEARBORN ST to WABASH AVE(W) Radar Survey Sheet _ X=West /=East 5 10 15 20 25 30 35 40 # %ea cum 551X 1 ! I I ! 1 1 1 1 0% 100%j �( I 1 110% 990%1- 50 2 19% 981%1 J I I 1110% 96 2% j ! I 2 19% 95.2%1 1 10% 933%j 5 48% 92 3%1 45 / 1 8 77% 87 5%1 j I 1 5 48% 798%j 5 48% 75 0% 7 67% 702% ! ( 11 106% 63 5%1 40 �✓/ I I 7 6 7°0 529%1 1 5 4.8% 46 2%1 IAA/ 1 — 1 9 87% 41 3%1 11 106% 32 7%1 4 3 8% 221%j 35 — -- 5 48% 18 3%1 5 4.8% 13 5%! _ __ I I 3 29% 87/. 1 4 3 8% 58% 301 1 I I ( 1 I I I 1 I I I I I 1 f I ( 1 1 2 1 9%1 1 9% 1 I ( 11 II I1 1 I I 25' 201 151 I I ' I 101 I Total Sar pies 1104 Date of Survey 2/12/2009 Start Time 1402 85th Percentile Speed 45 - 50th Percentile Speed 40 Weather Sunnv End Time 14.18 15th Percentile Speed 35 Road Condition Good Posted Speed 35 - 10 MPH Pace. 37-46 Street Class Arterial Observer KRIS PASILL Number in Pace 73 Conditions not Percent in Pace 702% Apparent City of Redlands Engineering and Traffic Survey Summary Street CRESCENT AVE Field Observer KRIS PASILLAS Limits SERPENTINE DR Checked By MARK MILLER RAMONA DR Date 1/12/2009 i Factors Direction East/West A Prevadina Speed Data Location of Survey 1216 Crescent Ave 85th Percentile 41 10 mph Pace 31 -40 Percent in Pace 585% Posted Speed Limit 35 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 2 468 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 728 Length of Segment 5357 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Collector D Conditions Not Readily Apparent Conditions No sidewalks, parking Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 35 Speed Limit Changes No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #19 City of Redlands Traffic Engineering Department Street Name- CRESCENT AVE - Limits SERPENTINE DR to RAMONA DR Radar Survey Sheet X=West /=East 5 10 15 20 25 30 35 40 4 °r°ea cum % 501/ - j 1 1 9% 100%1 � I ( 1 I i 1 19% 981%1 i- 45 j 1 19%1962%1 3 157% 94.3%1 } ( I I ( 2 38% 88 7%1 40 I I ( ( 3 57% 84 9%1 I ( I ( 1 19% 79 2%1 4 75% 77 4%] 1 1 1 1 19% 69 8%1 1 ( 3 57%1679%1_ 351 1/ i f I I I 1 1 1 1 9%1623%1 - 4 23%1 -4 175%I604%1 I ( 5 94%J 528%1- lX I 6 11 3% 43 4%1 1 I I 1 3 57% 32 1%1 30 I ( ( I I ( 1 1 19% 26 4%1 VVI ( ( I I 2 138%1245%1 1� 1I I I i ( 2 138% 20 8%1 1/ 1 2 38% 17 0%1 1 1 ( ( 1 1 19% 132%1- 251� 1 19% 113% I ( I I I I 1 1 119%1 9 4% 1 20 I I ( I 1 1 1 1 1 119%1 7 5% 1 i I it I 1 19% 57% 1 I II I I 1 C I I I if I � j 1 19% 3.8% 1 15 1 I ( ( 1 19% 19% 1 1 ! I I 101 1 I I 1 5 I l 1 Total Samples 53 Date of Survey 1/12/2009 Start Time 11 39 85th Percentile Speed 41 Weather Sunn End Time 12.35 50th Percentile Speed 33 15th Percentile Speed 26 Road Condition Fair Posted Speed 35 - 10 MPH Pace- 31-40 Street Class - Collector Observer KRIS PASILL Number in Pace 31 Conditions not No sidewalks,parking - Percent in Pace 58.5°% Apparent City of Redlands Engineering and Traffic Survey Summary Street CRESTVIEW RD Field Observer-KRIS PASILLAS Limits FORD ST Checked By MARK MILLER BUCKINGHAM DR Date 2/12/2009 Factors Direction East/West A Prevailinq Speed Data Location of Survey 1454 Crestview Rd 85th Percentile 42 10 mph Pace 30-39 Percent in Pace 674% Posted Speed Limit 25 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 0 Collision Rate(Acc/MVM) 0 Expected Collision Rate 1 98 C Traffic Factors Average Daily Traffic 1000 Length of Segment 4842 Lane Configuration Single Lane Each Direction, Undivided Street Classifaction Local D.Conditions Not Readilv Apparent Conditions Prima Facie 25 mph Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 25 Speed Limit Change? No Revised Speed Limit Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Luc #20 J City of Redlands Traffic Engineering Department Street Name CRESTVIEW RD Limits FORD ST to BUCKINGHAM DR - r Radar Survey Sheet X=West /=East - 5 10 15 20 25 30 35 40 # %ea cum 16 I I I ! 1 I l C ! I I ! I I 1 23% 100%1- 1 1 1 ; I { 1 1 2 3% 977%] a0 iI 1 23% 95 301°I ( I 1 123% 93 0%1 45K 1 ! ! 1 123% 907%1- C884%11 1 2.3% 1 1 23% 86 0%1 40 3 70% 83 7%1 1 I I I 4 93% 767o.11 I I ( I 3 70% 67 4%1 Ix>0< j 1 12 3% 510 2% I 35 I ( 1 23% 488%1- 7 88%17 16.3%146 5%1- I I I ( 1 ( 3 70% 30 2%1 � 3 170% 23 3%1 A I I I I 1 I ( ( I 1 23% 163%1 30 ( I ( 2 147% 14 0%1 2 47% 93% �I � I I I i (/II I I I ( 12 147% 47% 1 25111 I I I I I IIII I I I I I I I I I I 201 ( I I I I I I I I I I ! I 1 1 I � II II I IIII I 15 1 I II I i I 1 i I j I 101 j I �- � I IIII i � I 51 ( Ic I II l I i1 Total Samules 43 - Date of Survey- 2/12/2009 Start Time 14.35 85th Percentile Speed 42 Weather Sunny End Time 15.30 50th Percentile Speed 36 15th Percentile Speed 31 = Road Condition Good Posted Speed 25 10 MPH Pace 30-39 Street Class Local Observer KRIS PASILL Number in Pace 29 = Conditions not Prima Facie 25 mph _ Percent in Pace 674% Apparent City of Redlands Engineering and Traffic Survey Summary Street CYPRESS AVE Field Observer KRIS PASILLAS Limits TERRACINA BLVD Checked By MARK MILLER CENTER ST Date 5/8/2009 Factors Direction North/South A Prevailina Speed Data Location of Survey 1031 Cypress Ave 85th Percentile 45 10 mph Pace 33-42 Percent in Pace 598% Posted Speed Limit 40 B Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 2 Collision Rate(Acc/MVM) 0 188 Expected Collision Rate 3 55 C Traffic Factors Average Daily Traffic 7671 Length of Segment 6659 Lane Configuration 4 Lanes with Left Turn Channelization,Undivided Street Classifaction Arterial D.Conditions Not Readilv Apparent Conditions Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 40 Speed Limit Change? Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc N 21 City of Redlands Traffic Engineering Department Street Name CYPRESS AVE Limits- TERRACINA BLVD to CENTER ST Radar Survey Sheet X=North /=South 5 10 15 20 25 30 35 40 # %ea cum 601 1 10% 100%1 551 I 1 1 I I 1 1 ` 1 10% 990%1- 2 90%1- 2 20% 98 0%1 1I I 1 ( 1 1 10% 96 1%1 501 1 I I I 1 1/110% 95 1%1 - 1 1 ( I ( ( I ( 2 20% 94 1%1 2 120% 92 2%1 45 I�(/ ( I ( ( 7 69% 902%1- I i I I 4 39% 833%1 - 3 33°'°1 _3 29% 794%1 1 1 1 1 I ( I 4 39% 765%1 - 4 65%1 - 4 39%1725%1 11 10 8% 68 6%1- 40 / 1 I 1 1 I 1 7 69%157 8%1 8 78%1510%1 3 2 431%1 2 20% 0% 40 2% 35 // s 78% 3s.2°r° 4 39% 304% 1 _ 10 9 26. % 3 29%9% 1677% 1 I 1 3 129%1137%1 30 I 7 69%1108-1. 1 2 2 0°f° 3 9°I° 1 1 ( 1 1 10% 20% 1 C I I 1 ( 1 1 1 10% 10% 1 251 ( I ( 1 I I II f. I- I 20€ (_ I- 1 15� lil I it I Il 1 1- Total�amnles 102 Date of Survey 5/8/2009 Start Time 11 40 85th Percentile Speed 45 Weather Sunny End Time 12,25 50th Percentile Speed 38 15th Percentile Speed 32 Road Condition Fair Posted Speed 40 10 MPH Pace 33-42 - Street Class Arterial Observer KRIS PASILL Number in Pace. 61 - Conditions not Percent in Pace 59.8% Apparent City of Redlands Engineering and Traffic Survey Summary Street CYPRESS AVE f=ield Observer KRIS PASILLAS Limits CENTER ST Checked By MARK MILLER REDLANDS BLVD Date 5/8/2009 Factors Direction North/South A Prevailing Speed Data Location of Survey 325 Cypress Ave 85th Percentile 44 10 mph Pace 33-42 Percent in Pace 660% Posted Speed Limit 40 B. Collision History Date Range Covered 1/1/2004 To 1/1/2007 ( 3 ) Total Collisions 1 Collision Rate(Acc/MVM) 0 138 Expected Collision Rate 3 55 C. Traffic Factors Average Daily Traffic 7671 Length of Segment 4546 Lane Configuration 4 Lanes, Undivided Street Classifaction Arterial D Conditions Not Readilv Apparent Conditions Parking Roadway Geometrics Comments E Adiacent Land Use Residential Posted Speed Limit 40 Speed Limit Change? Yes Revised Speed Limit 45 Approved and Authorized for release by City of Redlands Traffic Engineering Department Date Loc #20