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Item C3 BOARD OF COUNTY COMMISSIONERS AGENDA ITEM SUMMARY Meeting Date: March 19, 2014 Division: Public Works Bulk Item: Yes x No _ Department: Staff Contact Person/Phone#: Trish Smith 304-0412 AGENDA ITEM WORDING: Approval of the Big Pine Key, US 1 Pedestrian School Crossing Study dated October 2013 and direction for staff to transmit the report to FDOT asking them to fund and construct the improvements. ITEM BACKGROUND: At the December 2012 BOCC meeting, Commissioner Neugent asked the FDOT to evaluate the feasibility of a school zone on US 1 near Big Pine Academy on Big Pine Key. FDOT subsequently contacted the Monroe County Planning Department and requested that the county perform the evaluation as part of Local Transportation Planning Agreement, JPA AQN-53. This work was completed by URS Corporation Southern under their Transportation Planning Services Contract. The final engineering report provides a recommendation to install an ADA accessible sidewalk connection from the school to a nearby, existing Lower Keys Shuttle transit stop. The report also provides a recommendation for a pedestrian crosswalk, a small, raised median east of the school,to provide safe refuge for pedestrians crossing the highway, and pedestrian actuated signals to alert vehicles to the presence of pedestrian traffic. Upon approval of this agenda item, Monroe County will transmit the report to FDOT and request that the project be incorporated into the FDOT 5 Year Work Program and funded at 100% by the FDOT. PREVIOUS RELEVANT BOCC ACTION: June 2013 -Approval of a Task Order in the amount of$15,983.76 for URS Corporation Southern to conduct a school zone analysis on US 1 adjacent to the Big Pine Academy. December 2012—Commissioner Neugent asked the FDOT to evaluate the feasibility of a school zone on US 1 near Big Pine Academy on Big Pine Key. CONTRACT/AGREEMENT CHANGES: N/A STAFF RECOMMENDATIONS: Approval as requested TOTAL COST: INDIRECT COST: _BUDGETED: Yes No_ DIFFERENTIAL OF LOCAL PREFERENCE: COST TO COUNTY: SOURCE OF FUNDS: REVENUE PRODUCING: Yes No x AMOUNT PER MONTH Year APPROVED BY: County Atty,� x OMB/Purchasing Risk Management DOCUMENTATION: Included x Not Required DISPOSITION: AGENDA ITEM# BIG PINE ACADEMY 30220 OVERSEAS HIGHWAY BIG PINE KEY, FL 33043 www.bigpineacademy.com PHONE: 305-872-1266 FAX-305-872-1265 December 31,2013 EXECUTIVE DIRECTOR Smith, Cathy Hoffmui Dear Ms. cadiy.hoffman@keysschools.com On behalf of the board and administration of the Big Puie Academy I would like to dhalhk BUDGET DIRECTOR you for the work done to study die traffic issues on US 1 in and around our campus area. Hazel Hartman Parents and staff'alike have desired that all efforts possible are taken to ensure for a safe hazel.hartrnan@keysschools.com exit and elhtTalhce to our facility. After many years of discussion we now realize this may finally be a reality. BOARD OF EDUCATION The plan you have outlined will ensure the safety of all children and motorists,and we Drew Haggard hope that this plan can be implemented in not too distant future. Russell Moore Jessika Rady Please do not hesitate to contact me wide any questions or concerns. Again,please accept Merlou Robinson my thanks as we work to improve opportunities for safety for die children attending Big Ardiur Szeglin Pine Academy. Gene Thompson HONORARYMMO U Tom Forsythe Sincerely, Hazel Hartman Phillip Hughes Duncan Mathewson Jerry Parrish Peter Rosasco Cadiy Hoffman Andy Tobin Ray Slavin I I r f / I / I t I c , r „ i� r, w , 777, PEDESTRI it l% fly, IN WA 1 1 is VI a %a/�Irlf f ` 6na II„ / �fI hJ Big Pine Academy, Big Pilne Key Highway)US I (Overseas at Deer Run Trail (Section # 90 020 0001 M.P. 25.798) PEDESTRIAN SCHOOL CROSSING STUDY MONROE COUNTY, FLORIDA October 2013 I,John Arrieta,PE 61370,certify that I currently hold an active Professional Engineers License in the State of Florida and am competent through education and experience to provide engineering services in the Civil and Traffic Engineering disciplines contained in this report In addition, the firm URS Corporation Southern holds a certificate of Authorization,C.A.#ES 00000002,in the State of Florida. I further certify that this report was prepared by me or under my responsible charge as defined in Chapter 61G15 F.A.C.and that all statements, conclusions and recommendations made herein are true and/tot of n knowledge and ability. JOH , . License#:61 370 URS Corporation Southem 7800 Congress Avenue,Suite 200 Pre ared b Boca Raton,FL 33487 p y Tel.:561.994.6500 um URS PROJECT#385198M 00000 CORPORATION SOUTHERN 7800 Congress Boulevard, Suite 200, Boca Raton, Florida 33487 ft Pine Academy,Big Pine Key US I(Overs PAis Pf ghwqy)at Deer Run Trail Podes$rian School Crossing Study TABI E OF CONTENTS I. INTRODUCTION 11. EXISTING CONDITIONS 3 Ill. FIELD OBSERVATIONS 5 IV. DATA COLLECTION 6 A. Directional Volume Data 6 B. Speed Data 6 C. Pedestrian Group Size and Vehicle Gap Data........................................... 7 D. Crash History Data .................................................................................... 8 V. ANALYSIS 9 A. Mid-block Crosswalk 9 B. Transit, Pedestrian and Bike Facilities..................................................... 10 V1. CONCLUSIONS AND RECOMMENDATIONS 11 Us"'r OF EXHIBITS Exhibit 1 — Location Map 2 Exhibit 2 —Aerial View 4 Exhibit 3— Directional Volumes 6 Exhibit 4—Speed Data 7 Exhibit 5— Pedestrian Group Size and Vehicle Gap Data Summary 7 Exhibit 6 — Crash Data Summary 8 Exhibit 7— Proposed Improvements 12 Big Pine Academy,Big Pine Key••-US I(Oversee H�sghway)a(Deer Rana Trail Pedest an School Crossing Stu APPENDICES APPENDIX A— Photographs and Field Observation Report APPENDIX B — Directional Volume Data APPENDIX C — Speed Data APPENDIX D — Pedestrian Group Size and Vehicle Gap Data APPENDIX E — Crash Data: Collision Diagrams & Summary Tables APPENDIX F— FDOT Traffic Engineering Manual— Figure 3.8.5 APPENDIX G — Concept Sketches Um Ilii Big§'ears Academy,Big Pine Key-US I(Overseas Highway)a t Deer Run Trail Pedestrian School Crossing StIjqy m Tb L INTRODUCTION Monroe County Planning Department has retained URS Corporation services to conduct a pedestrian school crossing study at the intersection of US 1 (Overseas Highway) and Deer Run Trail, Monroe County, Florida. A location map of the intersection is provided in Exhibit 1. The mid-block crosswalk is intended to serve students and parents to and from Big Pine Academy in Big Pine Key. U&S1 ee"9 dlll�r g xrr . a c7 4a QcnQZ LU n V W W O >p r ro o' Is zaz ML m "ws !aiY M tp wµ io,:w'ARih au tiffs 1 Ilxa gxSr, ,w a Z } a 4� W w Yis G } is uali -a c°cp Ixi ly�� a' W fn ra '. r iri4,hi�" ,.axG Q Y �M W C� Z rrzn "i r .urn Z a w Z C7O PL Z m V Z } J a �W o 2 I V U U) LLIZ U jL- all > W C9 � a f Z aa. O w� r qNq C N br d � � y W A gAo N a� eh co g W D Q Z 0 � W _ INa x wv �gi a I c En J (n LL L ZO CD I o H Z 0 N y W Q �I� �1 OHU it + a I� n N m wq Pine Acadeuuu,Y Big Pine Key......U I(Overseas ffighww&ay) t Deer Run Trait Pedestuaaun School Cr-ossing Study 11L EXISTING CONDIrIONS The intersection of US 1 (Overseas Highway) with Deer Run Trail is a four-legged intersection with stop sign control on the minor approaches. US 1 (Overseas Highway) constitutes the major approaches to the intersection; it physically runs east/west within the study area. However, for the purposes of this report, US 1 will be referred to as a north/south roadway based on its regional configuration. Deer Run Trail and the Big Pine Nursery Driveway constitute the minor approaches, and will be referred to as east/west roadways based on their configuration in reference to US 1 (Overseas Highway). Although there are street lights along US 1, there are none at the intersection. US 1 (Overseas Highway) is a four-lane, north/south, divided arterial connecting Big Pine Key with other keys north and south, and the mainland to the north. The posted speed limit on US 1 near the intersection is 45 miles per hour (MPH) — during day time and 35 MPH — at night. This segment of US 1 provides two northbound lanes, one southbound lane and a two-way left-turn center lane. At the intersection, the southbound approach of US 1 provides a two-way left-turn center lane and one shared through/right-turn lane; the northbound approach provides the same two-way left-turn center lane, one through lane and one shared through/right-turn lane. Deer Run Trail is a two-way local road which starts at US1 and ends approximately 1,400 towards the Ocean side,just past Paradise Lane. It provides local access mainly to the Big Pine Academy and the Flea Market. Neither posted speed nor street lighting are provided along Deer Run Trail. The Florida Keys Overseas Heritage Trail (shared pedestrian and bicycle path) runs along the Ocean side of US (^.;Currently, the Florida Keys Overseas Heritage Trail ends approximately 350 feet and 1,100 feet to the north and south of Deer Run Trail, along the Ocean side of US 1 respectively. A shared pedestrian and bicycle path is also being provided along the Gulf side of US 1. The Big Pine Academy is located on the ocean side of US 1 (Overseas Highway) south of Deer Run Trail. The nearest traffic signals along US 1 are located approximately 1,050 feet to the north at the Chapman Street/Deer Key Boulevard intersection, and approximately 11 miles to the south at the Crane Boulevard intersection. There are no traffic signals along Deer Run Trail. An aerial view of the area is presented in Exhibit 2. um 3 d II {1pr rF J a LD m, CO wW W W >O O roa v I— r� fn � � J�v,/�aa^ � 1 J 1 ❑ CN mww 41 H roe+ f @ � e %f % � LLJ � r Y m LLJ LLJ U ' + Z Z _ _ CL to Uam Ij � J`�/r Z U p U Z }� I a Oil .. Z ¢ m 0 LLJ Q a LL, O w m f CL w ❑ LLJ a. %f� I / II G �i, D I � i 1, J , ����� �m I��! �+ 1��:b✓ r J�i/ / 6 a.ww a�" r riwhlfi�rry�rc 'Tr Ruiiiii� Tea co LLI Z Q O (%j LLLL LLl Z Z O UO N o H U� m t � �i Big Pine Academy, R Pigs Key, US I OverseasHighway)at Deer Run TrWl Pedestrian School Crossing Stlifyy FIELD OBSERVATIONS Field observations were made at the subject intersection during the AM and PM school peak periods on Thursday, September 6, 201 Photographs of the study area and field observation .,M report summary forms are provided in Appendix A. The following observations were noted for AM and PM Peak conditions: a. During the four hours of observations (7- 9 am; 2 - 4 pm), pedestrian activity was only observed within a % hour period during school opening and closing times. b. There were more pedestrians (including schoolchildren) crossing US 1 (Overseas Highway) on the north/east side of Deer Run Trail than on the south/west side. The number of pedestrians crossing on the north/east side of Deer Run Trail was observed to be approximately 3Y2 times the number of pedestrians crossing on the south/west side of Deer Run Trail. c. The major pedestrian origin/destinations were observed to be the Big Pine Academy and the bus stops between Deer Run Trail and Key Deer Boulevard/Chapman Lane. d. Some children crossing between Deer Run Trail and the bus stops were observed to cut through the Walgreens and CVS pharmacies parking lots to access Key Deer Boulevard. e. Pedestrians were observed to cross US 1 (Overseas Highway) in two stages using the area of two-way left-turn lane for refuge creating conflicts with turning vehicles. Drivers were observed to improperly continue their path in front or behind pedestrians. Pedestrians were observed to improperly initiate their crossing without having an adequate vehicular gap in both directions. f. Some vehicles were observed to stop for pedestrians to cross, especially on the southbound direction. g. School buses were observed along US 1 (Overseas Highway) and Deer Run Trail. h. Vehicular traffic appeared to flow with relative ease through this area without any significant delays or queues. Maximum vehicular queues of 3-vehicles were observed to enter and exit Deer Run Trail. i. The bus stops are not adequately connected to the abutting roadway and shared paths. j. The southbound shoulder area next to the bus stop shows evidence of wear due to buses pulling out to drop and pick-up passengers. 1W 5 l9 Pine Academy,Bag Kne Key—US 1(Overseas fligh ay)at Deer Rama Trail Pedestrian School Crossing turfy Automatic traffic recorders were used on each approach of US 1 (Overseas Highway) to collect traffic volume, speed and gap data, from 12:01 AM to 11:59 PM on Thursday, September 12, 2013. Directional volume count data is provided in Appendix B and summarized in Exhibit 3. Speed data is provided in Appendix C and summarized in Exhibit 4. Pedestrian group size and vehicular gap data is provided in Attachment D and summarized in Exhibit 5. A. Directional Volunie data The directional data shows the mid-day and pm peak hourly volumes to be comparable, and are approximately 1,200 vehicles per hour in both directions. The northbound movement is the predominant direction during the mid-day period; and the southbound movement is the predominant direction during the afternoon period. The volume in the predominant direction is approximately 630 vehicles per hour during both peaks. The average daily traffic (ADT) is approximately 15,300 vehicles per day. EXHIBIT ,,. l I E TWOIIN AL VOLUMES 1500 n r . ..4 two N ............ u 4d W k C .sI: m W S000 .. . .. .. :... �' .` . '' 'L• 9• \• b• 6• 1• 6• � ,GCS" ,�. Time .Northbound ..;ac.....Southbound ..... --Total B. Speed Data The speed data indicates 85t' percentile speeds of 42 and 43 mph, and 10 mph pace speeds between 31 —40 mph and 36 —45 mph. These values correlate with the 45 mph speed limit as identified in the Straight Line Diagram, and observed to be posted on the field for day-time operations. um 6 Big Pine A a orny,Sig Pine Key......US I('Overseas Highwa. t Deer Run frail Perfe traan SchoolCrossirig luny EXHisi r 4 — SPEED DATA Day&Date NB-US 1 (Overseas Highway),S of Deer Run Trail SB-US 1 (Overseas Highway),S of Deer Run Trail SAMPLE SIZE 85%SPEED AVE.SPEED 10 mph PACE SAMPLE SIZE 85%SPEED AVE.SPEED 10 mph PACE AM Peak 782 vph 43 mph 38 mph 36-45 mph 889 vph 42 mph 37 mph 31-40 mph PM Peak 1,074 vph 43 mph 37 mph 36-45 mph 1,142 vph 43 mph 37 mph 31-40 mph G, Pedestrian e trian Group Size and VeMcle Gap Data a The Pedestrian Group and Vehicle Gap Size Studies were conducted in accordance with the procedures stated in the FDOT Manual on Uniform Traffic Studies (MUTS) applying the following formula: G = (W/s) + 3 + (N - 1) 2 Where; G =Adequate gap time in seconds W =Width of street(i.e.,length of crosswalk)in feet. s =3 feettsecond for pedestrian traffic walking speed 3 =Perception and reaction time in seconds (N-1) =Pedestrian clearance time in seconds N =Number of rows in 85"'percentile group size 2 =Time interval between rows in seconds Based on field observations, the number of rows in the 85th percentile group size was determined to be 1 for this location; the roadway width (W) of 48 feet to cross the total width of US 1 (Overseas Highway), 24 feet to cross the 2 lanes northbound and 12 feet to cross the southbound lane was measured in the field. The adequate gaps (time in seconds) required to cross US 1 (Overseas Highway) are: 19 seconds — total width (4-lanes), 11 seconds — northbound (2-lanes) and 7 seconds—southbound (1-lane). HI IIIT S - PEDESTRIAN GROUPI HIG S' GAP SIZE DATASUMMARY Pedestrian Volume'Crossing Vehicular Traffic Volumes No.of Available 01 Start US 1 Overseas Hi hwa U.S.1 Overseas Hi hwa Gaps 4.1 c Time South of North of Total Z Z z Deer Run Deer Run Total No.of NB SB Total 7 11 19 Trail Trail Groups sec sec sec 7:00 AM 3 17 20 9 373 467 840 174 97 21 � N 8:00 AM 0 2 2 1 409 422 831 155 102 19 � a c 2:00 PM 5 9 14 8 505 575 1080 162 100 9 3:00 PM 0 0 0 0 569 567 1 1136 1 152 84 9 1) Pedestrian volumes include crossing across US 1 (Overseas Highway),north/east side and southwest of Deer Run Trail. I= 7 Big Pine Academy, �g Flue,Key-US d(Curves Higti qy)�at Deer Run Trail Pedestrian,school Crossing Study D. Cr'a lh IHistory Data Crash data reports for the most recent three years (2009, 2010, and 2011) were obtained from the FDOT database for US 1 (Overseas Highway) between Loma Lane and Key Deer Boulevard/Chapman Street. Collision diagrams were developed from the crash data. The Crash Data Summary for the most recent three years (2009-2011) is provided in Exhibit S. Collision diagrams and detail list of crash data are provided in Appendix E. EXHIBIT 8 - CRAS11 DATA SUMMARY 2009 2010 2011 CRASH TYPE Total Average Percent Number Percent Number Percent Number Percent Rear-End 2 29% 1 50% 0 0% 3 1.00 27% Head-On 0 0% 0 0% 1 0 0% 0 0.00 1 0% Angle 2 29% 0 0% 0 0% 2 0.67 18% Left-Turn 1 14% 0 0% 0 0% 1 0.33 9% Right-Turn 1 14% 0 0% 0 0% 1 0.33 9% Sideswipe 0 0% 0 0% 0 0% 0 0.00 0% Backed Into 0 0% 0 0% 0 0% 0 0.00 0% w/Parked Vehicle 0 0% 0 0% 0 0% 0 0.00 0% w/Pedestrian 0 0% 0 0% 0 0% 0 0.00 0% w/Bicyclist 0 0% 0 0% 1 50% 1 0.33 9% Fixed Object 1 14% 0 0% 1 50% 2 0.67 18% Ran Off Road 0 0% 0 0% 0 0% 0 0.00 0% Overturned 0 0% 0 0% 0 0% 0 0.00 0% All Others 0 0% 1 50% 0 0% 1 0.33 9% TOTAL 7 100% 2 100% 2 100% 11 3.67 100% POD 1 14% 0 0% 1 50% 2 0.67 1 18% Fatal 0 0% 0 0% 1 0 0% 0 0.00 0% Injury 6 86% 2 100% 1 1 50% 9 3.00 82% Daylight 6 86% 1 50% 1 50% 8 2.67 73% Dusk 0 0% 0 0% 1 50% 1 0.33 9% Dawn 0 0% 0 0% 0 0% 0 0.00 0% Dark 1 14% 1 50% 0 0% 2 0.67 18% Unknown 0 0% 0 0% 0 0% 0 0.00 0% Dry 7 100% 2 100% 0 0% 9 3.00 82% Wet 0 0% 0 0% 2 100% 2 0.67 18% Other 0 0% 0 0% 0 0% 0 0.00 0% *Crash data was obtained from the FDOT CARS Data Base.The Crash Types listed In the CARS Data were edited to match the crash descriptions presented In the Police Reports. XW 8 Big rises Acaderny,Big Pius Key--US I(Overseas Highway)at Deer Run Irraii Pedestrian School Crossing Study re„ V. ANALYSIS a Mid-block Crosswalk The installation criteria and considerations for the implementation or removal of mid-block crosswalks are described in Section 3.8, Mid-Block Pedestrian Crosswalks of the FDOT Traffic Engineering Manual. Although the study area is at an intersection, the procedures define a Mid- block location as 'any location proposed for a marked crosswalk on a roadway with an uncontrolled approach; this section of the FDOT Traffic Engineering Manual is applicable. Factors that should be considered when evaluating the need for a mid-block crosswalk include: proximity to significant generators/pedestrian demand, location characteristics and safety. Pedestrian Demand: The existing pedestrian demand was observed to exceed the recommended minimum threshold of 20 pedestrians per hour in all of the four hours of observations for the study area. In addition, the procedures do allow an exception to this criterion within a school zone, where there is no minimum pedestrian volume for a school crossing. The crosswalk request across US 1 (Overseas Highway) is to serve the Big Pine Academy. Although the vehicular access to the Big Pine Academy is located off Deer Run Trail, the property abuts US 1 (Overseas Highway) and Big Pine Academy students were observed to cross US 1 (Overseas Highway). Therefore, the pedestrian volume exception is applicable for this location. Location Characteristics: The existing average daily traffic volumes of 15,300 exceed the minimum vehicular volume threshold of 2,000 average daily traffic (ADT) required for a mid- block crosswalk. The guidelines for implementing mid-block crosswalks also state that for volumes greater than 12,000 ADT or where crossing distances exceed 60 feet, a refuge island or raised median is required unless controlled by a pedestrian signal or pedestrian hybrid beacon. The distance between Deer Run Trail and Key Deer Boulevard/Chapman Lane is approximately 1,045 feet. A potential mid-block crossing would meet the minimum distance to nearest alternative crossing location of 300 feet and the minimum block length of 660 feet. The potential mid-block crosswalk location was observed to be outside the influence area of adjacent intersections. Safety Considerations: A review of the crash data indicates that there were a total of 11 reported crashes within this segment of US (Overseas Highway) between Loma Lane and Key Deer Boulevard/Chapman Lane during the 3-year analysis period (2009-2011). The predominant type of crash was Rear-End with three (27%) crashes; there were Angle and Collision with Fixed Object crash types with two (18%) crashes each; and Right-Turn, Left-Turn, Collision with a Moving Vehicle and Collision with a Bicyclist with one (9%) crash each. I= 9 Big Pine Academy,Big i-uirrae Key-..US 9(Overseas Highway)at Deer Run Tfaii Pedestrian School Crossing StgjdY The spot safety ratio for the years 2009, 2010 and 2011 were calculated to be 0.62, 0.16 and 0.16, respectively, indicating the intersection did not experience greater overall number of crashes than it would typically be anticipated on a similar facility. The calculated confidence level for the years 2009, 2010 and 2011 were 61.52%, 2.99% and 3.10%, respectively. The calculated confidence levels are below the threshold value of 97.5%, according to the Highway Safety Improvement Guidelines (HSIPG) for a suburban roadway segment to have had an abnormally high crash history. While the crash data does not indicate that an eminent hazardous condition exists, a closer examination of the crash reports reveals that there is a collision with a bicyclist, which is consistent with observed conflicts within this section of US 1 (Overseas Highway). The police report for the collision with a bicyclist type crash states that a vehicle attempting to turn right from the Walgreens parking lot onto US 1 (Overseas Highway) to travel southbound failed to yield the right of way to a bicyclist traveling across US 1 from the ocean side to the gulf side. The gap study indicates that there is a deficiency in the number of adequate gaps for pedestrians to cross US 1 (Overseas Highway) in one stage without conflicting with vehicles. The gap study also supports the recommendation to provide a median to allow pedestrians to cross in two stages since there are adequate gaps to cross one direction of US 1 (Overseas Highway) at a time. The medians should be supplemented with Rectangular Rapid Flashing Beacons (RRFB) based on the criteria presented in Section 3.8.6, Mid-Block Pedestrian Crossing Treatments of the FDOT Traffic Engineering Manual. Figure 3.8.5, Guidelines for the Installation of Pedestrian Treatments on High-Speed Roadways is presented in Appendix F for ease of reference. B. Transit, Pedestriain & Bike Facilities Pedestrian and bicyclist access to the bus stops near the study area do not comply with the current guidelines presented in FDOT Accessing Transit, Design Handbook for Florida Bus Passenger Facilities. Mainly, they lack of connectivity to the abutting shared paths and roadway. In addition, a section of the shared path on the gulf side is missing and should be extended to Deer Run Trail. A significant proportion of pedestrians were observed to cross US 1 (Overseas Highway) in close proximity of the bus stops and other pedestrians crossing near Deer Run Trail were observed to go to or come from Walgreens, which is past the bus stops. These observations support providing a mid-block crossing near the bus stops. UM 10 Big Pine Academy,ft Pius Key......U I(Overseas Highway)at Deer tag'Frafl Pedestrian School Crossing Study VL CONCLUSIONS AND RECOMMENDAnONS The intersection of US 1 (Overseas Highway) with Deer Run Trail is a four-legged intersection with stop sign control on the minor approaches. US 1 (Overseas Highway) constitutes the major approaches to the intersection. This segment of US 1 provides two northbound lanes, one southbound lane and a two-way left-turn center lane. The concern is inadequate gaps to cross US 1 (Overseas Highway) in one stage and was confirmed during the field observation. This condition creates vehicle-pedestrian conflicts at the subject roadway section of US 1 (Overseas Highway). Field observations and the analyses herein supports the concerns and indicate that the implementation of a mid-block crosswalk with a raised median between Deer Run Trail and the bus stops would improve pedestrian connectivity and reduce vehicle-pedestrian conflicts in the area. Field observations and the analyses herein also indicate that pedestrian and bicyclist access to the bus stops near the study area do not comply with the current guidelines presented in FDOT Accessing Transit, Design Handbook for Florida Bus Passenger Facilities. Mainly, they lack connectivity to the abutting shared paths and roadway. In addition, a section of the shared path on the gulf side is missing and should be extended to Deer Run Trail. The proposed improvements are identified in Exhibit 7 and Appendix G for ease of reference. 1W 11 r br rfrif ,r/ r r ( r ;f, a cn Z Q W J v N cu > ry A, Porn rr HID,A, ❑IL 6 T It v � >o �% p O d �Q a co ,Y 711 IL�M'0 m �, r ✓%� rr ,M� lag" Aft X a oh E Mn,, , %� v fr✓ D ; u a�, W � �d 2LL1 � �G IN ��i,!/' isaw n. N „I a F/Gl Al Z d LU LU o rl/,l l } Q (J ❑Z W Z WO m co r ➢ f � Ir by �I .OavObkl'Nu, 1 J►� r�r j���� 10 ./r Pf� � � e WN D% NO, / ONco Z Q ❑ lLA W LL Z p N J dG 90.E o V t w a0D p ff NilJfJJ ;ia/m rr� ❑ � '�i✓� �uur - W n u) m APPENDIX A Photographs and Field Observation Report URSBig Pine Academy,Big Pine Key-US f(Overseas H6ughwa,y")at Deer Rijn Tu M Pedestrian School Crossing Study l� r�y pp�l�rx� I r , lull ,� I I , I IIIIIIIIIIIIIRI^'� u ' uulllllllluuuuuuuuuuuuuuuuuuuuuuuuu �,,� 'illlllllllll VVVVVVVVVVVVVVVVVVVVVVVV '�� Ali Illu� Ni�y � all iV��i� uuu �I, VVVVVVVVViiiiillllllllVu I JJi msu { il� lPhoto Al: US 1 (Overseas Highway) -Looking north into the intersection (NB Approach) l r l 1 r ,a a �o w o ur iVm i wa'' i i yr mN pp m mu moo W uoio NV �... d 4ti II' i um i r it IIIIIIIIIIIII��IIIIIIIIIIIIIIIIIIIIIIIIIIII I IIIIIIIIIIIIIIIIIIII Ill������iiilullllllllllllllllllllllllllllllllllllllllllll�llll " II IIIIIIII Ill,Wlqu I ,i uumuu IIIIIIIIIIIIIIIIIIIIIOVVVVVVVVVVVVVVV ullll "'j,, i Photo 2: US 1 (Overseas Highway) - Looking south into the intersection (SIB Approach) A- 1 URSBig Pine Academy,BM gy,Vne Katy_.9JS I(overseas I.-fig w y) at Deer Run Trail Pedestrian,school Crossing Study r� e ply �^ r r v_ r u ' Photo : IDeer IRun Traill Looking mast into the intersection Approach) /r mwmfm / uuuuuuuuuuuuuuuuuuuuuuuuuuuu u u /,,,,, / ...................... i iipw��r ''�` J ��, ;'� � u uuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuuu� i�O�Vi//� �� / r / / /�1� �� VVVVVVVVVVVV,�, 'iir a r���,�,, �/ gVVVVVVVVVVVVVVVVVVVVVVgp�p�p, Q���if�iiiulluoii(IS�Illlllr �""/ /r. />„ UrI�b�01�j' l rrr a„ u i r r / / ur,. ,,, ../, r „/,/////��.,. r/✓i //��i r 1 , l I'/... ,1 / � , . , / ,, Photo ; Deer Run n Trail d Looking east from the intersection (Big Pine Academy. A- 2 i JEJW Big Pine Academy,Big Pine Key-US I(Overseas fthw y)at Deer Run''raft Podesdrkin School Crossing Study / rirr Photo A : Bing Pine Nursery Driveway,,. Looking east into the intersection (WIB Approach) r i w r i IIIIIIIIIV�V u� Photo A , Big Pin Nursery uDriveway- Looking west from the intersection (WB Approach) A- 3 URSBig @�ine Acadeaeu,1"e Via, Fuse Kepi—U I(OverseasH�ghway) t Deer Run rail Pedestrian School Crossing atugy 0 .........11"",,"',' Vi I � Phut A'7e ADS 1 (Overseas Highway) -Students nts crossing mid-block between Deer Ruin Trail and bins stop / 1. I Photo A n Deer Run Trail-School bins turning from Deer Run Trail to US 1 (Overseas Highway) northbound A- 4 Big Pius Academy,Bag Pine Kgyy....US I(Over-seas Highway)at Deer,eases Traft Pedestrian School Crossing Study r r .. .. r � � .. � <..... /. ,......... ��.. rams. . r` I r m 11 � r na✓allffl!!L<i�l!(y�/��U1�� i uuuuuuuuuuuuuuuumuuuuuuuuuuuuuuuuu VVVO Dose, IIIIII�II VVVVVVVVmu uuumumuumtiuuummuuuuuuu mum uii, III � I it I i Photo Ago US 1 (Overseas Highway) - Looking into lb us stops • northbound nd P 1, i r / rdl i�J w V � Gi "�muu rr� (IIIII(III�u�� u Photo A10- US 1 (Overseas U°fughway) Looking into bus stops ,,.s uthbO nd A- 5 URSBig in rr da:my,Big Rne Keys•-US d(Overseas Heghwd gay)at Deer Run Trand Pedestrian School Crossing Stud,a ppmn IV r li Id n 1 1 x I ! I I 1 r , r ,r r /1 i ! e , �uuie I Photo All US 1 (Overseas Highway) -Missing sidewalk between Deer Run Trail and bus stops, ocean slide r / r r I r r re e - r um a y. u — o I II ��IIIIIVIII�// r, 1 ffTo'� �lVl p11�11,�!I II I uumo � ; fl � olllulplY 19PVW�goplPl{(pl Wlflllli/;, I� uuuouuuuuuuuuuuu uuuuuuuuuuuuuuuuuuuuuuuuuu uu uu II I '� IIVV�����IQ��Q,V 1� � VV ������IIIIIIIIIIIIrIIIIIIIIIIIIImuuuumG000000000000000000�00 00 ��O 0 V��001� ����f III�IIIII;I, i, a vvvvvvvvvvvvvvvvv r � I I , J vvi!vvvvvvvvvv Gv I����� VII lu I,W �, uulvuul�IVVVV V VVVVVVVVVVVV I � I iliac I 'Il�ii P Sri II Ian W p„ caw+l 'V. o� W !U I,II IvV Photo Al2 US 1 (Overseas Highway) -Potential crosswalk location between Deer Ruin Trail and bus stops A- 6 URS FIELD OBSERVATION REPORT Location US I (OVE2SEA, t}Wl� 0 DEER R ,,J TV- Date TW,Apr .2ot3 Observer w (RS\ Time SUML AM PM P i ITEM NO YES COMMENT 1. Are there sight distance obstructions to: a. Traffic control devices? ✓ b. Intersections? c. Driveways? d. Turning/on-coming vehicles? 2. Does parking affect: a. Sight distance? b. Through/turning vehicle path? 3. Is the horizontal alignment inadequate? 4. Is the vertical alignment inadequate? 5. Is the pavement width inadequate? . 6. Is the number of lanes inadequate? 7. Are intersection/driveway radii inadequate? ,✓ 8. Are there problems with driveways: a. Inadequate design? b. Distance to major intersection? c. Too many/closely spaced? 9. Is channelization inadequate for: a. Reducing conflict points? ./ b. Separating traffic flows? ✓ c. Defining movements? ✓ 10. Should pedestrian crosswalks be: a. Added? b. Re-striped? c. Relocated? Page I of 4 URS ITEM NO YES COMMENT 11. Are there problems with signs: a. Inadequate? b. Improper message? ✓ c. Too many? d. Placement? e. Size? 12. Are there problems with signals: .j/A, a. Timing? b. Number of signal heads? — c. Placement? d. Size? — 13. Are there problems with pavement markings: a. Vehicle path not clearly marked? b. Location? c. Condition? ,✓ 14. Does the posted speed limit seem: a. Too low? ✓ b. Too high? 15. Do the following appear to affect safety: a. Potholes? b. Irregular surface? ✓ 16. Is roadway lighting inadequate? A D -( -rl lie fi eu 17. Are there any skid marks on the pavement? ✓ 18. Is there any vehicle accident evidence: a. Scars on trees? b. Hits on utility poles? ,i c. Gouged embankment? d. Vehicle accident debris? e. Crushed glass or plastic? Other Notes: Page 2 of 4 URS ITEM NO YES COIVIMEN"1C' 1. Do obstructions block the driver's view of opposing or conflicting vehicles? ✓ 2. Do drivers have trouble finding the correct Path through the location? 3. Is there any indication of driver confusion about routes, street names,or other guidance information? ✓ 4. Do steep grades create large speed difference? ✓ 5. Are pavement surface conditions creating erratic driver movements? 6. Does the presence of the existing driveways contribute to erratic driver movements? ✓ 7. Is excessive vehicle delay creating unsafe risk-taking by motorists? 8. Are there large speed differences between: a. Vehicles traveling through the location? b. Turning vehicles? 9. Do drivers respond incorrectly to: a. Signals? ✓ b. Signs/traffic control devices? r/ c. Turn lanes? ✓ 10. Are problems being caused by the volume of: a. Through traffic? b. Turning traffic? 11. Do pedestrian movements create conflicts? ' 12. Do bicycle movements create conflicts? ✓ 13. Are there considerable weaving or lane changing by drivers at the location? Page 3 of 4 URS ITEM NO YES COMMENT 14. Are there violations of parking? 15. Are there violations of other traffic control devices or regulations, such as: a. Red-light running? _AIA b. Failing to stop or yield right-of-way? c. Speed limits? d. Right-turn-on-red? �! e. Other? 16. Are there traffic flow problems or other traffic conflicts associated with turning vehicles? ✓ 17. Are there any unusual traffic flow problems or traffic conflict patterns? 18. Does inadequate lighting cause drivers to slow down or create erratic maneuvers? JA "DAW T)MV FietD OBS�12�Ia11�f,1S Other Notes: Page 4 of 4 APPENDIX B Directional Volume Data A p p E N D I x all .11URS1 SR 5 (US 1) @ Big Pine Academy Page 1 Big Pine Site Code: 000000000000 September 12,2013 Station ID: NB - Volume Start Thu < _ . ._ Latitude:0'0.000 Undefined Quarter Hour -> Hour Time 12-Sep-1 1st 2nd 3rd 4th Total 12:00 AM 18 9 7 8 42 ... 0100 6 8 3 9 26 02:00 6 9 10 8 33 03.00 9 12 5 10 36 IM 04:00 9 5 7 7 28 05:00 11 14 14 27 66 ONMI 06:00 25 35 53 56 169 NOMEMM 07:00 65 98 94 116 373 08:00 101 86 100 122 409 wMMMOOMMIMEMM 0900 136 116 124 146 522 10:00 130 149 145 150 574 1100 160 179 137 147 623 12:00 PM 143 140 144 125 552 01°00 141 136 123 141 541 02:00 109 123 146 127 505 0300 136 121 177 135 569 04:00 117 158 126 163 564 05 00 143 130 120 125 518 06:00 131 124 120 113 488 07:00 85 85 72 79 321 08:00 60 84 68 59 271 %00 57 57 50 44 208 10:00 44 43 34 30 151 1100 17_ 15 10 _11 53 MN Dad Total 7642 Total 7642 ADT Not Calculated SR 5 (US 1) @ Big Pine Academy Page 1 Big Pine Site Code: o00000000000 September 12, 2013 Station ID: SB - Volume Latitude: 0'0.000 Undefined Start Thu < Quarter Hour---> Hour Time 12-Sep-1 1st 2nd 3rd 4th Total 12:00 AM 21 20 18 16 75 ... 01:00 13 10 11 10 44 02:00 11 11 10 14 46 0300 10 11 17 16 54 04:00 16 15 14 14 59 05100 20 27 24 29 100 06:00 42 59 59 74 234 07:00 116 113 120 118 467 08:00 104 98 114 106 422 0900 93 119 84 101 397 10:00 116 111 115 121 463 11:00 150 122 156 138 566 12:00 PM 144 142 142 139 567 0100 139 139 123 157 558 02:00 142 150 136 147 575 0100 142 141 123 161 567 04:00 149 166 179 141 635 05.00 159 151 110 110 530 06:00 110 94 87 92 383 07,00 91 82 77 93 343 08:00 79 62 52 44 237 09:00 44 40 36 25 145 10:00 31 26 22 24 103 11;00 24_ _21 ?2 20 87_ Day Total 7657 Total 7657 ADT Not Calculated APPENDIX C Speed Data I I lumv SR 5 (US 1) @ Big Pine Academy Page 1 Big Pine Site Code: 000000000000 September 12, 2013-AM Peak Station ID: NB - Speed EB-Speed Latitude: 0'0.000 South Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 Time 1.5 20 25 30 35 40 45 50 55 09/12/13 60 65 70 _ 75 9999 Total •. 00:15 00:30 00:45 01:00 01:15 01:30 02:00 0 0 6 p p 0 0 0 0 0,,,, 02:15 02:30 02:45 0,,,,, 0 .... 0 0 0 0,,,,,, .. 0 03:00 0 0 0 . 0 0 0 0 , 03:15 03:30 , 04:00 , 04:15 04:30 , 04:45 05:00 0 0 0 0 0 0 0 0 0 0 05:15 05:30 05:45 06:00 06:15 06:30 0 -. 0_ ... 0 0,. 0 0 0 0 0 0 0 0 0 .. 0 0 07:00 0 1 1 2 16 28 16 1 0 0 0 0 0 0 65 07:15 0 0 0 2 26 42 27 1 0 0 0 0 0 0 98 07:30 1 0 1 6 11 34 07:45 0 0 3 41 0 0 0 0 0 0 0 0 34 50 27 2 0 0 � 1 1 2" 13 87 154 111 4 0 0 00 0 0 0 116_„ 0 08:00 1 1 2 2 11 41 37 6 0 0 0 0 0 1373 01 08:15 0 2 1 7 20 25 28 3 0 0 0 0 01 08:30 0 1 0 6 0 0 0 0 0 86 14 44 29 5 1 0 0 0 0 0 100 08:45 0 0 0 11 24 57 29 1 0 0 0 0 0 0 122 1 4 3 26 69 167 123 15 1 0 0 0 - 0 . .Total 2 5 5 39 156 321 234 19 1 0 0 0 0 409 0 0 782 Grand 2 5 5 39 156 321 234 19 1 0 p Total 0 0 0 782„ 15th Percentile: 33 MPH 50th Percentile: 38 MPH 85th Percentile: 43 MPH 95th Percentile: 45 MPH Stats Mean Speed(Average): 38 MPH 10 MPH Pace Speed: 36-45 MPH Number in Pace: 555 Percent in Pace: 71.0% Number of Vehicles>45 MPH: 20 Percent of Vehicles>45 MPH: 2.6% SR 5 (US 1) @ Big Pine Academy Page Big Pine Site code: 000000000000 September 12, 2013-PM Peak Station ID: NB - Speed ER,-Sjeed Latitude: 0'0.000 South Start 0... 16.. 21 26 31 36 41 46 51 56 61 66 71 76 Time 15 20 25 30 35 40 45 50 55 60 65 70 75 9999 Total 12PM 12:15 12:30 12:45 0 0 0 0 0 0 0 o o. 13:15 13:30 , 13:45 0 0 0 0 0 0 0 0 0 O 0 ,,,,,, O U U 14:00 0 0 0 7 26 56 20 0 0 0 0 0 0 0 109 14:15 0 0 0 5 40 52 25 1 0 0 0 0 0 14:30 0 1 1 6 31 70 32 5 0 0 0 0 0 0 1 0 123 23 14:45 0 2 0 16 46 34 55 20 0 0 0 0 0 0 127 0 3., 1 0.' 34 131 233 97 6 0 0 0 0 0 0 505., 15:00 1 1 2 4 21 66 35 6 0 0 0 0 0 0 136 15:15 1 2 4 13 21 49 30 1 0 0 0 0 0 0 15:30 0 0 0 10 53 48 121 15:415 1 0 3 2 0 0 0 0 0 18 59 52 1 ' 0 0 0 135 0 0 0 135 3 3. 9- 28 113 238 165 10 - . 0 - 0 .,,.. 0 0 0 6 0 569 16:15 16:30 16:45 17:00 17:15 17:30 17:45 0 0 ..... 0... .. 0 0 18:00 0 0 6 0 0 0 0 6 6 0. 18:15 18:30 18:45 19:00 0. 19:15 19:30 + 19:45 0 0 0 0,_ 0_ • .,,,,, 20:00 20:15 20:30 20:45 21:00 � 0 0.... 0 0 0 0 0 0 0. 21:15 21:30 21:45 22:00 0. 0 , 011 0 -,0 0 0 0 0 0 22:15 22:30 23:00 0 0 0 0 23:15 , 23:30 23:45 0 0 0 0 0. 0 0,, 0 0 -0 0 0 0 0 0 ,Total 3 6 10 62 244 471 262 ........ 18, Q l] 0 0 0 0 .. 1074 Grand Total 3 6 10 62 244 471 262 16 0 0 .... ..., 0 0 0 0 1074 15th Percentile: 32 MPH 50th Percentile: 38 MPH 85th Percentile: 43 MPH 95th Percentile: 45 MPH Stats Mean Speed(Average): 37 MPH 10 MPH Pace Speed: 36-45 MPH Number In Pace: 733 Percent in Pace: 68.2% Number of Vehicles>45 MPH: 16 Percent of Vehicles>45 MPH: 1.5% Sit 5 (US 1) @ Big Pine Academy Page 1 Big Pine Site code: 000000000000 September 12, 2013-AM Peak Station ID: SB - Speed WB-Speed Start 0 16 21 26 31 36 41 46 51 56 61 66Latitude:�'i0.11 Undefined Time 15 20 25 30 35 40 09/12/13 45 50 55 60 65 70 75 9999 Total . . ... 00:15 00:30 00:45_...... ...... ,,,,,,, 01:00 0 0 0 0 0 0 ,,,,,,,, ,,,,,,,,0 01:15 01:30 01:45._ 0 0 02:00 0 0 0 0 0 0 0 0 02:15 02:30 0_ 0 0 . 03:00 p 0 0 0 0 0 0 0 0,,,,,, ,,, 0 0. 03:15 03:30 -03-45 0 0.,,,,04:00 0 0 0 0 0 0 '6 6, 0.. 04:15 04:30 04:45 ' 05:00 05:15 05:30 05:45 06:00 0 0 0 , 6 6 0 0 , 0 6 0 0 06:15 06:30 0 0 .,_ 0 0.. 0 6 0,. 0 0 „ 0 0 . 0 0 ,,, 6 0. 07:00 0 0 5 16 39 33 19 4 0 0 0 0 0 0 07:15 1 0 0 1 24 50 34 3 0 p 113 07:30 0 1 2 8 31 62 15 1 0 0 0 0 0 0 113 07:45 „ 0 0 0 10 26 51 29 2 0 0 0 0 0 0 120 1 ..., ., 1 7-- 35 120 196 97 10 0' 0 0 0 0 0 118 08:00 0 0 0 6 23 56 17 2 0 0 6 0 0 0 467 08:15 0 0 0 5 34 36 21 2 0 0 0 0 0 0 104 08:30 0 0 0 10 37 55 10 2 0 0 0 98 08:45 0 0 0 0 23 42 40 1 0 0 0 0 114 0 6 .. 21 117. 189 88 7 00 0 0 0 0 .._ 0 106 Total 1 1 ... 7 56 237 385 185 17 6 0 0 0 422 0 p 0 6 0 0 889 Grand Total 1 1 7 56 237 385 185 17 0 p Total 0 0 0 0 889 15th Percentile: 32 MPH 50th Percentile: 37 MPH 85th Percentile: 42 MPH 95th Percentile: 45 MPH Stats Mean Speed(Average): 37 MPH 10 MPH Pace Speed: 31-40 MPH Number in Pace: 622 Percent in Pace: 70.0% Number of Vehicles>45 MPH: 17 Percent of Vehicles>45 MPH: 1.9% SR 5 (US 1) @ Big Pine Academy Page 2 Big Pine Site Code: 000000000000 September 12, 2013-PM Peak Station ID: SB - Speed WB-Speed Latitude: 0'0,000 Undefined Start 0 16 21 26 31 36 41 46 51 56 61 66 71 76 Time _ 15 20 25 30 35 40 45 _50 55 60 65 12 PM 70 75 9999 Total 12:15 12:30 12:45 13:00 13:15 13:30 13:45 0 . 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 4 4 12 31 52 37 2 0 0 0 0 0 0 142 14:15 2 0 5 9 35 54 39 6 0 0 0 0 0 0 150 14:30 0 0 0 15 32 68 21 0 0 0 0 0 0 0 36 14:45 1 0 0 20 32 52 32 9 1 0 0 0 1 3 4.., 9 0 0 ., 56 130 226 129 1 136 7 1 0 0 0 0 0 575 15:00 0 12 5 1 23 66 31 4 0 0 0 0 0 0 142 15:15 1 0 11 28 28 45 28 0 0 0 0 0 0 0 141 15:30 0 0 0 4 42 46 28 3 0 0 0 0 0 0 123 15:45 0 0 1 7 37 75 37 3 1 0 0 0 0 0 161 1 12 17 40 130 232 124 10 1 0 0 0 0 p 567. 16:00 16:15 16:30 17:00 0 0 0 0 0 0 0 0., 17:15 17:30 17:45 18:00 0 0 0 0 0 p 0 „, 0 �- 18:15 18:30 18:45 19:00 0 0 0 0 0 0 0 19:15 19:30 0 0,,,,, 0 0 0 0 0 0 .,,,,, 0 ,,,,,,,, 20:15 20:30 20:45 0 21:00 21:15 21:30 21:45 22:00 22:15 22:30 22:45 0„ 0 0,,. 0 0 0 0 0 0 0. 23:15 23:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 4 16 26 96 „ 260 45ti 253 27, 2 0 0... 0 0 0, 1142 Grand Total 4 16 26 96 260 458 0 0 0 253 27 2_.. 0 0 1142 15th Percentile: 31 MPH 50th Percentile: 37 MPH 85th Percentile: 43 MPH 95th Percentile: 45 MPH Stats Mean Speed(Average): 37 MPH 10 MPH Pace Speed: 31-40 MPH Number In Pace: 718 Percent in Pace: 62.9% Number of Vehicles>45 MPH: 29 Percent of Vehicles>45 MPH: 2.5% APPENDIX D Pedestrian Group Size & Vehicular Gap Data A P P E N D X 1 1URS STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM 750-020-09 TRAFFIC PEDESTRIAN VOLUME SHEET ENGINEE0R799 LOCATION ID: US.1 (Overseas Highway)and Deer Run Trail COUNTY: Monroe CITY: Big Pine TYPE OF CONTROL: None STUDY DATE: Thu,Sep 12,2013 TIME FROM: 7:00 AM TO: 9:00 AM OBSERVER: URS-RS REMARKS: 7:00 7:00 7:15 - 7:00 1 1 1 77 7:30 3 1 3 7:30 7:15 7:45 7:45 7 7'30 8:00 8:00 7:45 2 3 8 8:15 0:15 8:00 2B 1 2 8:30 8:30 1,15 8:45 1:45 B'� 8:45 - TO SCALE N0T 1i �Ir/�/Dill✓�lJlf�lo % 1� 1 i rlr` I u n ✓ l ro .ii fi✓i�l/.%�,.��) %� ear if' f II�G r 4 tov, I I r� M'mtiu � W��v6 7 - /rl�y /Y 7� � v f °t r ✓ � ,: Big lPine Ap'.afl:gl;",my Ir�h 11 ppq ll, ��r �„y�✓, ir� ��j�"9riwW '' >,j��r 1 � G�',� r'��Ui4 o� 4 5" +x Il> G s» 6 b p 7:00 7:00 7:15 7:15 7:00 5 1151 7:30 7:30 - - .,30 7:45 7:45 12 3 5 7: B:DO 8:00 7:4455 8:1 5 8'15 8:15 8:15 8:30 8:30 8:45 8'45 8:45 - 8:45 - STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION FORM 750-020-09 PEDESTRIAN VOLUME SHEET TRAFFICENGINEERING 07,99 LOCATION I D: US.1 (Overseas Highway)and Deer Run Trail COUNTY: Monroe CITY: Big Pine TYPE OF CONTROL: None STUDY DATE: Thu,Sep 5,2012 TIME FROM: 2:00 PM TO: 4:00 PM OBSERVER: URS-RS REMARKS: 3 2:00 s:oo _ 2:15 - 210 2:15 2:30 2 1 2 2:15 - - 2:30 2: 2:30 1,1 2 2 3:00 3;� 2:45 i 3:15 3:15 3:00 3:30 3:30 3:15 3:45 3:30 3:45 3:45 w 1 , it or TO SCALE f/Jl r Il�o 4. w�V �� i ,�rAk ri y r IuU �. ,l,o�v l�l( p r"�r'a4p9:1nn / m f p/I/ V;"S� y „,'° � trN���/ Pal%�� r, Bigd PRm � k,;, J I�� i/ �' a� 1r�1 rP er✓,�>aM _� o! „�,i '� �P/��� i i r ir � T� n m 5�, w� uP 2:15 2:00 2:00 2:15 2:15 2:30 F45 3 1 3 2:30 - 2:30 2:45 3:00 2:45 1 B 31 4 7 3:00 3:15 3:15 M0 3:30 3:15 3:30 3:45 3,45 3: 3:45 ,2 7 VEHICLE GAP DATA & CALCULATIONS LOCATION: US 1 (Overseas Highway),South of Deer Run Trail DATE: 9/12/2013 CODE: 09121301 WSB S N Gap MPH It/sec dist dist 12 3 1 7.0 45 66.00 462.0 465 feet WNB S N Gap MPH ft/sec dist dist 24 3 1 11.0 45 66.00 726.0 730 feet WTOTAL S N Gap MPH ft/sec dist dist 48 3 1 19.0 45 66.00 1254.0 1255 feet Thursday,September 12,2013 Dir No.1 Veh NS Vol 0.5 5-7 7.9 9-11 11-13 13-15 16-17 17-19 19-21 21-23 23-25 25-27 27-29 >29 11 to 7:00 65 30 4 5 5 2 0 1' >29 1 1 1 1 1 1 12 21 7:15 98 52 7 6 6 4 5 0 3 1 3 3 0 2 7:30 94 43 14 8 6 6 27 4 4 1 2 1 0 21 0 8 23 7:46 116 68 10 9 3 6 3 1 3 07:00-08:00 373 193 36 28 20 18 12 3 g 6 7 5 3 32 97 0 6 26 Dir No.2 Veh 4 SB Vol 0-6 5-7 7-9 9-11 11.13 13-15 15-17 17-19 19-21 21-23 23-26 25.27 27-29 >29 7 to 7:00 116 61 11 7 11 5 4 >29 3 3 0 2 2' 2 0 5 44 7:15 113 56 15 15 3 5 2 2 3 4 0 1 1 1 5 42 7:30 120 64 10 16 5 7 3 1 3 2 7:45 118 58 18 11 4 2 1,, 0 1 5 48 2 6 3 2 1 2 1 0 2 6 42 07:00-08:00 467 239 64 49 23 19 17 9 11 7 6 5 3 4 21 174 Dir No.3 Veh Combined Vol 0-5 5-7 7-9 9-11 11-13 13-15 15-17 17-19 19-21 21-23 23-25 25-27 27.29 >29 21 to 7:00 181 >29 7:16 211 1 4 0 1 1 1 8 7:30 214 1 1 1 1 0 0 4 7:45 234 2 0 1 0 0 2 6 07:00-08:00 840 0 2 1 0 1 0 0 4 0 0 0 0 0 0 0 6 8 2 3 1 3 21 Dir No.1 Veh NB Vol 0-5 5-7 7-9 9.11 11-13 13-15 15-17 17-19 19-21 21-23 23-26 25-27 27-29 >29 11 to 8:00 101 48 9 10 5 5 >29 8:15 86 47 5 5 5 1 7 1 3 4 2 1 0 1 5 24 2 fi 4 3 1 0 1 2 9 24 8:30 100 52 9 7 8 4 0 5 1 1 3 2 0 8:45 122 71 10 9 7 5 4 3 5 24 4 1 3 1 0 1 1 5 25 8:00-9:00 409 218 33 31 26 15 13 11 9 11 7 3 2 7 24 102 Dir No.2 Veh SB Vol 0-5 5-7 7-9 9-11 11-13 13-15 15-17 17-19 19-21 21-23 23-25 25-27 27-29 >29 7 to 8:00 104 46 15 12 T >29 2 4 3 0 1 0 2 1 4 43 8:16 98 44 17 4 6 3 4 2 4 2 1 3 0 8:30 114 71 7 4 5 7 1 0 6 37 2 5 1 2 1 2 0 6 36 8:45 106 59 8 5 4 2 7 1 5 3 4 8:00-9:00 422 220 47 25 22 14 19 g 1 2 i 4 39 17 6 8 6 g y 22 166 Dir No.3 Veh Combined Vol 0-5 5-7 7-9 9 11 11-13 13-16 15-17 17-19 19-21 21-23 23-26 26-27 27-29 >29 21 to 8:00 205 >29 8:16 184 2 1 0 0 1 0 4 8:30 214 0 0 0 0 1 2 3 8:45 228 3 2 0 2 0 0 7 1 0 1 1 0 2 5 8:00-9:00 831 0 0 0 0 0 0 0 0 6 3 1 3 2 4 19 VEHICLE GAP DATA & CALCULATIONS LOCATION: US 1 (Overseas Highway),South of Deer Run Trail DATE: 9/12/2013 CODE: 09121301 WSs S N Gap MPH ft/sec disc dist 12 3 1 7.0 45 66.00 462.0 465 feet WNs S N Gap MPH ft/sec dist dist 24 3 1 11.0 45 66.00 726.0 730 feet WTOTAL S N Gap MPH ft/sec dist dist 48 3 1 19.0 45 66.00 1254.0 1255 feet Thursday,September 12,2013 Dir No.1 Veh NB Vol 0.6 6-7 7.9 9-11 11-13 13-15 15-17 17-19 19-21 21-23 23-25 25.27 27-29 >29 11 to 14:00 109 60 9 9 8 2 1 >29 1 3 2 1 3 2 2 6 23 14:16 123 73 10 8 6 3 6 4 2 1 1 t 1 14:30 146 90 19 6 3 11 4 0 7 26 14:46 127 86 10 4 4 ' 0 3 3 1 2 0 2 29 2 7 1 2 3 0 0 1 6 23 14:00-15:00 505 309 48 27 21 17 13 12 9 9 7 6 5 3 21 100 Dir No.2 Veh SB Vol 0-5 5-7 7-9 9.11 11.13 13-16 15-17 17-19 19.21 21-23 23-26 25-27 27-29 >29 7 to 14:00 142 85 16 8 8 >29 14:15 150 97 19 6 6 2 7 3 2 "1 2 2 3 0 2 41 > 3 1 3 ti 1 3 0 2 3 34 14:30 136 80 15 12 5 3 6 1 4 1 1 1 14:46 147 78 23 11 11 6 6 3 1 3 1 3 41 1 3 1 2 0 1 46 6 14:00.15:00 675 340 73 37 30 18 22 6 10 5 7 7 e 3 9 12 Dir No.3 Veh Combined Vol 0-5 5-7 7-9 9-11 11-13 13.15 16-17 17-19 19-21 21-23 23-25 25-27 27-29 >29 21 to 14:00 251 >29 14:15 273 2 1 0 0 0 0 3 14:30 282 0 1 0 0 0 3 4 14:45 274 1 1 0 0 0 0 2 0 0 0 0 0 0 0 14:00-15:00 1060 0 0 0 0 0 0 0 0 3 3 0 0 0 3 9 Dir No.1 Veh NB Vol 0-6 5-7 7-9 9-11 11-13 13-16 15.17 17-19 19.21 21-23 23-26 25-27 27-29 >29 11 to 15:00 136 82 17 10 3 >29 4 3 3 4 3 0 0 1 0 6 24 15:16 121 62 20 10 8 3 4 2 4 1 1 0 0 15:30 177 107 29 11 13 5 1 6 21 3 3 1 1 0 0 0 3 17 15:45 135 83 17 6 7 4 5 2 1 2 0 1 15:00.16:00 569 334 83 37 31 1 0 6 22 16 13 10 12 7 2 1 2 0 21 84 Dir No.2 Veh SB Vol 0-5 5.7 7-9 9-11 11-13 13.15 15-17 17-19 19-21 21-23 23-25 25-27 27-29 >29 7 to 15:00 142 89 17 10 2 7 >29 15:15 141 88 15 3 3 2 2 0 d 0 1 5 36 10 4 3 4 1 4 0 3 2 1 1 4 39 16:30 123 69 13 5 12 4 2 2 1 1 5 1 2 0 15:45 161 106 18 9 7 6 41 5 f 2 1 3 :3 1 0 2 3 37 15:00.16:00 667 352 63 36 25 19 10 9 8 6 11 5 3 4 19 152 Dir No.3 Veh Combined Vol 0.5 5-7 7-9 9-11 11-13 13-15 16-17 17-19 19-21 21-23 23-25 25.27 27-29 >29 21 to 15:00 278 >29 15:15 262 1 0 9 1 0 0 3 16:30 300 0 1 0 1 0 0 2 15:46 296 0 2 0 0 0 11 3 1 0 0 0 0 0 1 16:00-16:00 1136 0 0 0 0 0 0 0 0 2 3 1 2 0 1 9 APPENDIX Crash Data. Collision Diagrams & Summary Tables Collision Type jr— LEFT TURN MOVING VEHICLES ( WITHMOPED —�REAR-END RIGHT TURN BACKING VEHICLE --)o FIXED OBJECT HEAD ON ANGLE — —� NON-INVOLVED VEHICLE -/�>OUT OF CONTROL WITH PEDESTRIAN INJURY CRASH -N- FATAL CRASH SIDE SWIPE ® PARKED VEHICLE VEHICLE DISREGARDED RED LIGHTA INCOMPLETE DATA d not to scale ry G e M C R q��;� ,w 0&70�,N " "I< �� « � IIIIII iiiilu V V/ ... IIO uU « IW , yy o� �I �/� ,a rvrvw ';z�aJ>yci �T " ' .., 028l Y'tl il)d7 4 p �j YIUINNhwIYIN 4C X'I 05 NO IY ndrU � / �� y D � I / I / D I'll,OR I:ir : ( mrlr m 4 ran tiJ tl /,N a ,�,. � II• I, i, �� m� �� �/%, N �:�� �ioiu'I r� � �ommm'N' I %, a � hilVlumV Ilimuuiuu �INwu�(!u I,« G1Dor �: « � N r f ((Gl n �No"CN"�4��N�'hL'JIX"�S".ONV�O , Ih ✓�lJ,�/,�// /;/ �l/ 1' r I �I '���ri,N(�fr�'1',J'l�dN�aWk'NIYi�IPI�J�'t+h6vflr�ur�rwauVs1(r%N��iY��,Nnifi7l��IfL��/�IIG �� it aiai.Id u A e"P�.. CRASHNUMBER NUMBERINUURED 711NE \ LIGHTING WEATHER PAVEMENT . DATE \1 OL-Daylight CR-Dear DY-Dry COUNTY MONROE DS-Dusk CY-Ckwdy Wr-WIN 1?/3123:00 DW-Dawn RN-Rah 5Y•s1wely LOCATION US 1 AT DEER RUN TRAIL pL,CRpY�® DkSL-Dark SUM LYN FG-Fog dY-Icy COLLISION J l DK-Dark AO-A#Olher AD-A/Olher MUNICIPALITY: BIG PINE KEY TYPE ��UGHTNVG ROADSURFACE ",Unknown ?-Unknown 7-unknown PERIOD 01/01/2009 TO 12/31/2009 WEATHER IDMONROE COUNTY—PLANNING DEPARTMENT 2009-COLLISION DIAGRAMS BIG PINE ACADEMY,BIG PINE KEY Appendix E US 1 (OVERSEAS HIGHWAY) PEDESTRIAN SCHOOL CROSSING STUDY LOMA LANE-KEY DEER BOULEVARDICHAPMAN LANE FLORIDA DEPARTMENT OF TRANSPORTATION CRASH SUMMARY SECTION. 90020000 STATE ROUTE: 5 (Overseas Highway) INTERSECTING ROADWAY: Loma Len*-Chapman Lans M..P.. 25.692 TO 25.988 ENGINEER,URS Corporation.JA STUDY PERIOD:: FROM 011011 2009 TO 12/31/2009 COUNTY:Monroe NUMBER BER PROP No. LIGHTING WEATHER ROAD POINT DATE DAY TIME TYPE FATAL INJUREDDAM CONDITION COND COND CONTRIBUTING CAUSE ONLY 1 25.684 09M7109 Mon 13:00 Rear-End No 2 No Daylight Clear Dry Careless Driving 2 25.731 D6QOA9 Sat 12:00 Angle No 1 No Daylight Clear Dry Failed to Yield RIW 3 25.914 10119,09 Mon 14:00 Angle No 2 No Daylight Clear Dry Improper Turn 4 25.985 J DM23109 Sat 11:00 Rear-End No 2 No Daylight Cloudy Dry Careless Driving 5 25.998 0328N9 Sat 13:00 Hit Fixed Object Above No 0 Yes Daylight Clear Dry Careless Driving 8 25.998 08I16109 Sun 11:00 Right-Turn No 1 No Daylight Clear Dry Failed to Yield RIW 7 25.998 12A9109 Wed 18:00 Left-Tum No 2 No Dark(SL) Clear Dry Failed to Yield RIW Total No. Fatal Injury PDO Rear End Head On Angle Left TurnRight Turn Side swipe 88cked Parked Ped6ke Fixed Ran Overturned AD OtherInto Car Object Road 7 0 6 1 2 0 2 1 1 0 0 0 0 1 0 0 0 0.00% 85.71% 14.29% 28.57% 000% 28.57% 14.29% 14,29% 0..00% 0.00% 0.00% 0.00% 14.29% 0.00% 0.00% 0.00% Ftl=4.2 Other Dry Wet Dow No Imp Careless FT R/VV Imp lane CN Improper Fdb"d Disregard Excess C=tri Dark Drivi Drivi Bedu Im Pass 7um DUI TOO Cbse TraR Cn0 Traffic AD Other 7 0 0 0 3 3 0 0 1 0 0 0 0 0 0 100.00% 0.00% 0.00% 000% 4286% 42.86% 000% 000% 14.29% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% ACCIDENT RATE SAFETY RATIO CONFIDENCE LEVEL TOTAL VEHICLES ENTERING/ADT 16,293 SEGMENT 3.87 /MV 0.62 61.52% CRASH STATISTICS State Road No. 5 Roadway Section 90020000 Mile Post Limits = 25.692 to 25.996 Crash Years Included = 2009 ADT = 16,293 Nearest Node = 194 Crash Rate Class Category S-2DP OEM= OEM= CRASH TYPE Row End 2 28.57% Head On 0 0.00% Angle 2 28.57% Left Turn 1 14.29% Right Turn 1 14.29% Sweswipe 0 0.00% Baked Into 0 0.00% Z;FL wPaked Car 0 0.00% Call.wIP 0 0.00% -�w/Bkyda­� 0 0. Fined Object 1 14.29% Ran Off Road 0 0.00% Overturned 0 0.00% Other 0 0.00% ------- TOW 7 7 ---Too.0-0% 100.01% SEVERITY PDO 1 14.29% Fats 0 ----0.-00%--] Injury LIGHT CONDITIONS Daylight 6 �.71% Dusk 0 0.00% Dawn 0 -0-00% Dark&Dark(wSL) 1 14.29% 1 Inknoom -0 7 0.00% 100.00% SURFACE CONDITIONS Dry 7 100.00% Wet 0 0.-00% Others 0 0.00% Ur*wwn 0 7 0. 100. MONTH OF YEAR --- -0 0mFebruary q�- 0 0.00% ------ 1 14.APB 29% 0 0.MaY 00% 1 14.29% Duns 1 14.29% Ely 0 0.00% ug-st 1 14.29% September 1 --74.29% Omber 1 14.29% Nomber 0 0.00% December -1 7 --74-.29% 100.03% Sunday 9- US 100.01% DAY OF WEEK Sunday 1 7-1429% Monday----- 2 28.57% T-AW 0 0.00% Wednes* 1 14.29% Thumday 0 0.00% Friday 0 0.00% --------- day 7 ----- -------- - HOUR -------------- OF DAY 00:OD46:00 0 --1-0-0% 06:OM:00 0 0.00% 09:00-11:00 0 0.00% 11:00-13:00 3 42.86% 113:015:00 a 42.86% 15.,WI8:00 0 0.00% 8:DD-24:00 ------- -L-- 1 7 14.29% 100.01% Monroe-Big Pine CrashData-2009.xlsx Crash Statistics(EVA) Crash Histogram for 2009 Crash by Type Crash by Severity BNo of Crashes No.of Crashes 3 0 .... .. ...... .. m 7 2 5 0 s § 3 "4 POO Crash by Light Condition Crash by Weather Condition iNa.of Crashes 93 No.of Crashes 7 .,:,.:...,�,.., .., .,� �.....,. ........ . .. ... _ 7 5 fi i 5 4 4 i 3 %/ 3 /i i 0 Day4pht Omk Dam Dark 8 Dark(w6L) UNvpwn 0 "�-�"""' "•..'•°'•'"""".�,"""",""" Cher CIM* Rdn Fog Ohn UnWn Crash by Surface Condition Crash by Month of Year o No.Crashes No.of Crashes 7 ..."."" '. .' 6 5 1 4 1- ' . 0 9 :. � � � � ' , 0n wai 09M urj jr Crash by Day of Week Crash by Time of Day No.of Crashes No.of Crashes 3 2 2 00:OD-06:00 06:00-09:00 09.00.11:00 11:00.13:00 13:00.15:00 15:00-1600 18:00-2400 Monroe Big Pine Crash Data_2009.1dsx Histogram F llision Type _ LEFT TURN .> MOVING VEHICLES 4 WITH BICYCLIST >REAR-END RIGHT TURN BACKING VEHICLE --)o FIXED OBJECT —31E— HEAD ON ANGLE — NON-INVOLVED VEHICLE O INJURY CRASH OUT OF CONTROL WITHPEDESTRIAN —N' 0 FATAL CRASH J SIDE SWIPE ® PARKED VEHICLE VEHICLE DISREGARDED RED LIGHT A INCOMPLETE DATA I(JI q " not to scale h�q i j l mh i, W r 110111ff . I m 1, s 12e, r'T� iv lAll ii I Ili'i, I�iT.�Ctt1 mo u"kf Illl � / !a � 11 � i 1�a�wJ I m',qu;u UG' ! v III ai iAr � m r 11,� Fluip i r�lJ V I I 0 ' � I I, J CRASHRUMBER NL/MBER INJURED 7WE \ LIGHTING WEATHER PAVEMENT DATE, \t DL-Daylight CR-Clear DY-Dry COUNTY MONROE DS-Dusk CY-Cloudy wr wet ® Dw-Dam RN-Ran SY-Swery LOCATION US 1 AT DEER RUN TRAIL DL,CR,DY DkSL-Dal*StradLtftt FG-Fog IY-Icy COLLISION) 1 ` DK-Dark AO-Alf Other AO-A#Orher MUNICIPALITY: BIG PINE KEY TYPE \� ROADSURFACE ? Unbrown a-Unknown ?-Unknown PERIOD 01/01/2010 TO 12/31/2010 WEATHER UGWNG MONROE COUNTY-PLANNING DEPARTMENT 2010-COLLISION DIAGRAMS BIG PINE ACADEMY,BIG PINE KEY Appendix E US 1 (OVERSEAS HIGHWAY) w PEDESTRIAN SCHOOL CROSSING STUDY LOMA LANE-KEY DEER BOULEVARD/CHAPMAN LANE FLORIDA PERIOD: CRASH SUMMARY INTERSECTING ROADWAY: Loma Lane-Chapman Lane M P 2&692 TO 25.996 ENGINEER,URS Corporation-JA STUDY ® COUNTY Monroe -now .• LIGHTING ©o©00000000 1�1-0 MERIN= RRIN :. oo©00000■o■oo�a00000 ACCIDENT RATE SAFETY RATIO CONFIDENCE LEVEL TOTAL VEHICLES ENTERING ADT:15,600 SEGMENT 116 AAV 0.16 2.99% CRASH STATISTICS State Road No. = 5 Roadway Section = 90020000 Mile Post Limits = 25.692 to 25.996 Crash Years Included 2010 ADT = 15,600 Nearest Node = 194 Crash Rate Class Category = S-2LIN CRASH TYPE MTuM 1 50.0-OE. 0.00% 0 y 0 OAO% p 0.0n ® 0.00% SkInWipe ® 0.00% Baked Into 0 0.00% Con.w/Parked Car 0 0.00% 61.�w/Pede.Wm p 0.00% U.w ' 0 0.00% Fused Object 0 0.00% Ran Otl Road 0 0.00% 0wtrhrmed 0 0.00% Other 1 50.00% Total Crashes 2 2 100,00% 100.00% SEVERITY PDO 0 0.00% F 0 0.00% Injury 2 2 100.00% 100.00% LIGHT CONDITIONS Daylight 1 Dusk 0 0.00% Dawn 0 0. Dark d Dark(wSL) 1 50.00% Unknown 0 2 0. 100.00% SURFACE CONDITIONS Dry 2 wet 0 0.00% Others Unknown 0 2 0.00% 100.00% MONTH OF YEAR Jan 0 0.00% February 0 0.00% Mardi 0 0.00% 0 0.00% 0 0.00% June 1 50.00% July 1 50.00% August 0 0.00% September 0 0.00% October 0 0.00% November 0 0.00% December 0 2 0.00% 100.00% DAY OF WEEK 0 0.00% 1 50.00% Tuesday 0 0.00% w 0 0.00% Thursday 0 0.00% Fnday 1 50.00% 0 2 0.00% 100.00% HOUR OF DAY R.-":00 0 0.00% 06:00-09:00 O 0.00% 09:0011:00 0 0.00% 11:00.13:00 1 50.00% 13:00150 0 0.00% 15:00-18:00 0 0.00% 18:00 24:W 1 2 50.00% 1,o.,o% Monme_Big Pine-Crash Data_2010.xlsx Crash Statistics(EVA) 1 7- Crash Histogram for 2010 _. Crash by Type Crash by Severity �No of Crashes 1allo.of Crashes 2 3 o.....» .., .,..,._ 2 0 .. ......... FeW Irvt'Y PDO ......... ..... Crash by Light Condition Crash by Weather Condition MNo.of Crashes ajNo.of Crashes 2 ,.:,. .., .... ...,.. ..� .�,,... _ ,.. ,� 3 2- r` DrAght U., Dawn Dark 6 Dsk(rsl) UNmown ,.,gym ...... _ ..... NN wdy, Rawl F g Oth" Unlmmen ... ...................... ............. ......... Y Crash by Surface Condition Crash b Month of Year Nallo.CrasG3es � No.of Crashes 2 7'N Mldet DM1heze Udmwm ......................... Crash by Day of Week Crash by Time of Day E........................... No . ....of Crashes ._................... ajNo.of Crashes 2 _..., 1 l J r tl®0(WtlGa:Rtl (DG: .:tl4 159:tlq-99:tltl 17:PN&93:GRi T3:C16-1s:P.16 76:tl9-9&:�Y 715'f1d-2Po tl0 Monroe—Big Pine—Crash Data_2010.xlsx Histogram COIIISIOI7 Noe �` LEFT TURN _> MOVING VEHICLES 04 WITH BICYCLIST REAR-END RIGHT TURN BACKING VEHICLE --)o FIXED OBJECT —�F HEAD ON ANGLE — NON-INVOLVED VEHICLE O INJURY CRASH OUT OF CONTROL WITH PEDESTRIAN FATAL CRASH SIDE SWIPE ® PARKED VEHICLE VEHICLE DISREGARDED RED LIGHT ® INCOMPLETE DATA d not to scab p u Yq N� V / I qf All nw �1 r ` A rr � Mk � 0 W111 �� ,om >'w wa rvn ioi a rfllllN( I'mu +h, 'V a IIII IIII / n b. 7 o' 1(Y� Ali 1 vie gt V�ugll u:IIe,K4�^y�:.�ala:owv i �r/r I �,�, �w nl�YJ�'U�IULY��iuv��o�wwa�r�l:���iuA�r f(�i%r✓/�, � � � � I, CRASHNUMBER NUMBERINJURED RME \ LIGHTING WEATHER PAVEMENT DATE, 1 DL-Daylight CR-Ckar DY-Dry COUNTY MONROE OS-Dusk CY-CbuOy WT-Wet 5C DW-Dawn RN-Rail sY-simery LOCATION US 1 AT DEER RUN TRAIL DL,CR,DY DkSL-Dark StreetLght FG-Fog IY-Icy MUNICIPALITY: BIG PINE KEY COLLISION J l DK-Dark AO-A/Other AO.,A/Other TYPE l ROADSURFACE ?-Unknown ?-Unknow ?-Unknown PERIOD 01/0V2011 TO 1 213112 01 1 \ WEARIER u GH/AYG MONROE COUNTY—PL ANNING G DEPARTMENT 2011-COLLISION DIAGRAMS BIG PINE ACADEMY,BIG PINE KEY Appendix E US 1 (OVERSEAS HIGHWAY) ° PEDESTRIAN SCHOOL CROSSING STUDY LOMA LANE-KEY DEER BOULEVARDICHAPMAN LANE FLORIDA PERIOD: CRASH SUMMARY INTERSECTING ROADWAY: Loma Lane-Chapman Lane M P 2&692 TO 25.998 ENGINEER:URS Corporation-JA STUDY ®�®® LIGHTING I ©000000a0000��SamTOTAL VEHICLES ENTERING ADT:16,409 SEGMENT ACCIDENT RATE SAFETY RATIO CONFIDENCE LEVEL 000©o■0000000000t�o CRASH STATISTICS State Road No. 5 Roadway Section 90020000 Mile Post Limits 25.692 to 25.996 Crash Years Included 2011 ADT = 16,409 Nearest Nods 195 Crash Rate Class Category S-2DP ------- ---- OEM= OEM CRASH TYPE Rear End -0 0.00% Head On 0 --5-0% Angle 0 0.00% Left Tum -0 0.00% Right Turn 0 ---6-00% Side- 0 0.00% Baked Into 0 --0.-00% Coll.w/Parked Car 0 0.00% Coll.w/Pedestrian -0 0. Coll.w1B' 1 Fixed Object 1 50.00% Ran OHRoad 0 0.00% Overturned 0 0. Dow 0 -0-00% Total Crashes 2 2 100.0o% 100.00% SEVERITY PDO --- ---------- 1 60.00% Fatal 0 0.00% Injury 1 2 50.00% 100.00% LIGHT CONDITIONS Daylight 7-1 - 50.00% Dusk----- 1 50. Da 0 0.00% Dark&Dark ----0 0.00% Unknown 0 2 0. 100.00-A SURFACE CONDITIONS 'Dry 0. Wet 2 -10-0-00% Others 0.00% 0 2 0 0 SURFACE CONDITIONS 10(1.0()% Unknown 0 2: 0.5r% MONTH OF YEAR -�r� 50.00% ary 0 0.00% a 0.00% 0 ).00% ,.e 0 ----6-00% 0 0.00% 'ly 0. August u st October November 0 0.00% 'us' ber I D.00% 0 0.00% --+- 0.00% ...... Diecernbaw 0 2 100.00% DAY OF WEEK Sunday 0 0.00% MML4 -1 50.00% Tuesday 0 0.00% 28-&-Aw1 50.00% Thursday 0.00% Friday 0 000% 1- . 2 0.0o% 100.00% HOUR OF DAY 00:0046:00- �0 -----3-00% 0. 06,00a:00 0 0.5�i- 09.00-11:00 1 50.00% 11:0D-13:00 - -- a 0.00% 13:00-15:00 0 0.00% [L5-OD-18-00 -0 0.00% 118:0D- d12l 50.00% ...100.00% 1 Monroe-Big Pine-crash Data-201 I.xlsx Crash Statistics(EVA) Crash Histogram for 2011 Crash by Type Crash by Severity MIND of Crashes 011No.of Crashes 2 2 ,...� .. �......,.... ..,t Fetal WrsY no Crash by Light Condition Crash by Weather Condition ED No.of Crashes No.of Crashes 2 ..�...,-„ �... 3 DaylOt Dusk Dawn Dark 6 Dark(wsl) UNvpwr ""a��•""• """`�""'"`'""";""",", Clear CIM* Rain Fop Others Unklmn Crash by Surface Condition Crash by Month of Year 0 No.Crashes No.of Crashes 3 .�.� .,. o, �.�. ......,..,�.��....�.. _. 2 0 i o 1 a, 1 i 0 Dry w.t U Crash by Day of Week Crash by Time of Day i No.of Crashes No.of Crashes t� t p —.—__ ............... .. ,,..... -00 00:00*6:00 05:00-09:00 09:00.11:00 11:01)-1300 13:00.15:00 15:OU1B:00 19:0024:00 Monroe Big Pine Crash Data 2011.)dsx Histogram r z m a' N m ZJ FJf O m m m Z! m m S ZJ ZJ N S N N m N 586 � 8S8S 6SS6668S6 G O G O PI O C 8C6S68 C G O C6 Og CS SSB t gig r. N N N N N N ry N M O O S p p O N N N N N ry N N g v e o 0 0 0 < o 0 o S v o d�ipp �a aR< $ b �R 2R 2e 2e 2R de aR 2R p�m� 2e 2R 2e aC yy�� 2R 2R 2e s N A A A A A S A A UN OON ry N O N O O O O O O O O A O m b O O O A O O O O O N O O O O O O of f ` Ol O f9 25 `r r R gcr� � mUUa � � a m � � mram = o0 � o3rb' � � � a � » aa' ozoin V3 gS � o� "' � m z E v B cn 3 — m N c } Z U O Lp N E Z U C o T s w m a m APPENDIX F FDOT Traffic Engineering Manual : Figure 3.8.5 A p p E N D I X um � Topic No.750-000-005 March 1999 Signals Traffic Engineering Manual Revised:June 2013 1999 Figure 3.8.5 Guidelines for the Installation of Pedestrian Treatments on High-Speed Roadways Speeds greater than 35 mph atlo ��1 600 0 500 O 400 �....; ...I. .. U W z ..300 W= an H brld Bacot 0_ swat Le th 200 ® .._._ .. W j 0�Z 1 WWO00 J ara. J O a. eo LL Q C=34 feet J 60 W o� 1 f- 40 Flashing i s r � � 1 20 -,'Beacons ur 1 ��i i Illy1�J l J ectanqui r Ala, Rapad,Flashingeacans(RrFB) 1 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1'!8001 MAJOR STREET-TOTAL OF BOTH APPROACHES - VEHICLES PER HOUR(VPH) nt 4 Chart Noted 333 PPH applies CD Traffic gas the lownal er threshold volume W MUTCD Guidelines for the installation of Pedestrian Hybrid Becons (D o on High-Speed Roadways Chart W Note:20 PPH:applies as the lower threshold volume J Guideline for the Installation of Flashing Beacons or Rectangular Rapid Flashing Beacons on High-Speed Roadways Chart Mid-Block Pedestrian Crosswalks 3-8-12 APPENDIX G Concept Sketches A P P E N D I X URS a ��'....'�13�R"'n II••gw'w.q�WtB U / 1u 'f 4 ,. l � W / O C "Jig'fall x5l, mv Oilv ^ % ly ff (1 / u all jrvkm k a o � ~ C o m 8 3NII11 IWDIVNwd LL f %lif W belt I�r�,. °' /! %� l/� If,, ' a i / / LU J1 r� r ig n uh l N�rr H A, rf/J lr r l o 1.91 M � r p� t vgp r✓ /i////� �%!'�y�a �O�Jf /��r� a : j%i ((11X d��r l�rl x�n r� �. 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