City of Oviedo. Development Services Department. FINAL 2012 Review and Update of the Transportation Concurrency Management System (TCMS)

City of Oviedo Development Services Department FINAL 2012 Review and Update of the Transportation Concurrency Management System (TCMS) June 2012 Prepared For: City of Oviedo 400 Alexandria Boulevard Oviedo, Florida 32765 Prepared By: HDR 315 East Robinson Street, Suite 400 Orlando, Florida 32801 Ph (407) 420 4200; Fax (407) 420 4242

Table of Contents 1.0 Introduction... 1 2.0 Background and Characteristic Data... 1 3.0 2011 Seminole County Traffic Counts... 2 4.0 Seasonal Adjustment Factor... 2 5.0 Annual Average Daily Trips... 2 6.0 Project Trip Data Tables... 3 6.1 Project Trip Distribution... 4 6.2 Trip Generation... 4 7.0 TCMS Results... 5 8.0 Recommendations... 5 Appendix: 2012 TCMS

1.0 INTRODUCTION The City of Oviedo s Transportation Concurrency Matrix (TCMS) has been evaluated and updated to reflect changes in conditions since the last update in April 2011. This update incorporates changes in roadway conditions, level of service, traffic volumes and development activity through December 31, 2011. Traffic counts for the TCMS roadway network were updated utilizing Seminole County s 2011 traffic count data. Projects that were previously identified as encumbered, were issued a certificate of occupancy at least 6 months before the 2011 traffic counts, or were abandoned were removed from the matrix as they were no longer reserving trips. The remaining developments were redistributed to reflect an appropriate status of encumbered, vested, or pending. Several small projects that were found not to have been previously recorded were also added to the matrix. Distribution for these projects was determined by utilizing the distribution of a similar project within the same area and professional judgment based on knowledge of the area and existing transportation network. 2.0 BACKGROUND AND CHARACTERISTIC DATA There are three keys pieces of information needed in order to update the TCMS. The first piece of information is the status of the projects that are included in the TCMS or might be included. The status designations are encumbered, vested and pending. Encumbered projects have been built out, issued at Certificate of Occupancy (CO) since the latest traffic count and should be removed during the next TCMS update. It is recommended that projects with COs not be removed until there has been at least 6 months between the CO issuance and the traffic count. Vested projects are those that are not completed, but have been issued a site development order (SDO) and are currently under construction. If the SDO is expired and has not been removed, it will be taken out of the TCMS. The applicant will need to gain another SDO in order for the project to be added back into the TCMS as a vested project. Projects that have been partially completed will be updated in the TCMS to reflect the percent of completion. Pending projects have not been issued a SDO and are not included in the capacity calculation. Once a SDO has been issued, these projects can be updated in the TCMS as a vested project. The other two types of information needed to update the TCMS are the roadway characteristics including the number of lanes and the adopted level of service (LOS) standards and the respective capacity adjustments identified in the adopted Comprehensive Plan. To summarize this data, the updated 2012 TCMS includes three information and background data tables: Table 1 provides the instructions for the TCMS, detailing how to add projects and how to update the traffic counts; an explanation of encumbered projects, vested projects, and pending projects and how to remove projects; and details for updating level of service (LOS) status. Table 2 provides the roadway characteristics for the roadway segments managed in the TCMS. Roadway characteristics provided include road type (jurisdiction and functional classification), roadway characteristics (length, number of lanes, number of signals, signals per mile, signal class, HDR Engineering June 2012 1 City of Oviedo 2012 TCMS FINAL Technical Memorandum

whether the road is backlogged or constrained, LOS standard, and LOS plus exceptions), and capacity at LOS standard (average daily, two way peak hour, and peak hour peak direction). Table 3 provides the roadway LOS data including LOS standard, capacity at LOS standard (average daily trips, two way peak hour, and peak hour peak direction), and daily, two way peak hour, and peak hour peak direction LOS tables identifying the thresholds for LOS A, B, C, D, and E. It should be noted that for the 2012 TCMS update, two updates were made to the roadway network to reflect the 4 lane widening of Chapman Road from West Broadway Street (SR 426) to Central Avenue (SR 434). 3.0 2011 SEMINOLE COUNTY TRAFFIC COUNTS Table 4 of the TCMS provides the roadway count data. The traffic count data utilized in the 2012 TCMS was downloaded from the Seminole County website. The counts utilized for this effort were collected from January 10, 2011 to February 8, 2011. The data provided in this table is the raw data as collected by Seminole County s traffic count contractor. Counts for the following two roadway segments were not available for year 2011 from Seminole County and hence previous available counts were used: Chapman Road between Central Avenue (SR 434) and Oak Circle. This segment is currently under construction to be widened to 4 lanes. Geneva Road (CR 426) between Broadway Street (CR 419) and Reed Road 4.0 SEASONAL ADJUSTMENT FACTOR Table 5 provides the seasonal adjustment factors for Seminole County as identified in the 2010 FDOT Traffic Information DVD. This factor is applied to traffic count data that is collected for a short time to adjust the data to represent the annual average daily traffic. This adjustment factor has been developed so that the fluctuation in traffic patterns throughout the year can be accounted for. Per the FDOT 1 : Permanent continuous counts and seasonal classification counts provide the necessary information to establish traffic adjustment factors. Monthly Seasonal Factor (MSF) = Annual Average Daily Traffic (AADT) / Monthly Average Daily Traffic (MADT). Weekly Seasonal Factors (SF) are developed by interpolating between the monthly factors for two consecutive months. 5.0 ANNUAL AVERAGE DAILY TRIPS Table 6 of the TCMS provides the Annual Average Daily Traffic (AADT) data. These volumes were calculated to reflect the AADT by multiplying the 2011 traffic count by the seasonal adjustment factor. These factors have been developed to adjust for the variation in traffic over the course of a year and are 1 Florida Department of Transportation District Five, Traffic Forecasting Resource Guidebook PowerPoint. November 2006. http://catss.ucf.edu/pdf_files/fdot_manuals/traffic_forecasting.pdf HDR Engineering June 2012 2 City of Oviedo 2012 TCMS FINAL Technical Memorandum

multiplied to the short term traffic count or average daily traffic (ADT). For planning purposes, it is common to use the AADT when analyzing a roadway segment. 6.0 PROJECT TRIP DATA TABLES The next four tables (Tables 7 thru 10) provide the data regarding the impact of traffic generated by new development within Oviedo. The tables are updated throughout the year as development projects apply for site development plan review. However, on an annual basis the City updates the TCMS to remove projects that have been issued a Certificate of Occupancy (CO) at least six months prior to the Seminole County s annual traffic counts being taken; to reassign projects according to their status as encumbered, vested, or pending ; and to determine trip distribution for projects that do not have traffic distribution data available. For the 2012 update, the following projects were removed from the TCMS: Business City Office/Warehouse. The CO was issued 10/16/09. Eastbridge Dental. The CO was issued 10/22/09. Aldi Foods. The CO was issued 10/6/09. Bojangles. The CO was issued 4/28/10. The following projects (or portion of projects) were moved from Vested category to Encumbered category (For phased projects, the number of project trips was reduced by the percent complete if a CO was issued at least 6 months prior to the traffic counts used for the update.): Embassy Office AKA Primrose Phase 2. The CO was issued 2/2/11. Fountainhead Baptist Church. Temporary CO was issued 11/21/11. Most Precious Blood. The CO was issued 4/13/11. Windsormere Lot 7. The CO was issued 4/15/11. Smithson Electric Warehouse. The CO was issued 9/20/11. 24 of 94 units from Isles of Oviedo. Sandalwood Homes. The CO was issued 5/18/11. 34 of 57 remaining units from The Preserve at Lake Charm. 10 of 78 remaining units from Arborview Park. Covington Club. 6 of 21 remaining units from Terralago Subdivision. River Oaks. The following trips were moved from Potential category to Vested category: Alafaya Crossing. The PDP was issued 9/29/11. The following projects were added back into to the TCMS as part of this update: Le Parc (37 SF DU, 7 MF DU, 35 KSF Commercial / Office). HDR Engineering June 2012 3 City of Oviedo 2012 TCMS FINAL Technical Memorandum

Oviedo Forest (131 SF units were included as encumbered and 66 SF units were included as vested). River Pine Estates (9 SF units were included as encumbered and 2 SF units were included as vested). Live Oak Reserve Phase 4 (7 SF units were included as encumbered and 7 SF units were included as vested out of a total of 234 units). Preserve at Black Hammock (23 SF units were included as encumbered as the rest 51 SF units were all issued COs before year 2011). Hammock Crossing Phase 1 (10,414 square foot Ale House as vested). Hammock Crossing Phase 2 (8,800 square foot Retail as vested). 6.1 Project Trip Distribution Table 7 is the project trip distribution table which documents how the anticipated traffic that will be generated from a project will be dispersed over the TCMS network. The distribution percentage data was generated by a traffic model in the previous update or was documented in traffic studies submitted with development applications. For new projects added to the TCMS, the distribution of a similar project nearby, along with professional judgment, was used. The percentages are then applied to the average daily trips, two way peak hour trips, and peak hour peak direction trips anticipated to be generated by the project, as shown in Tables 8, 9, and 10, to calculate impacts for each roadway segment in the TCMS network. 6.2 Trip Generation Project Average Daily Trips: Table 8 is the daily traffic anticipated to be generated by the project. The Institute of Traffic Engineers (ITE) traffic generation data is based on the size and use of the development. Once the anticipated number of annual average daily trips (AADT) is generated and passerby trips are removed, the number of anticipated trips is then distributed among the TCMS network based on the percentage data provided in Table 7, project trip distribution. Project Two way Peak Hour: Table 9 is the two way peak hour traffic anticipated to be generated by the project. A K factor is applied to the AADT data provided in Table 8. As defined in the FDOT Quality / Level of Service Handbook, the planning analysis hour factor (K) is the proportion of AADT occurring in the peak hour of the day. The data is then applied to the TCMS based on the percentage distribution data provided in Table 7, project trip distribution. Project Peak Hour Peak Direction: Table 10 is the peak hour peak direction traffic anticipated to be generated by the project. A directional distribution factor (D) is applied to the two way peak hour data provided in Table 9. As defined in the FDOT Quality / Level of Service Handbook, the D factor is the percentage of two way peak hour traffic that occurs in the peak direction. The data is then applied to the TCMS based on the percentage distribution data provided in Table 7. HDR Engineering June 2012 4 City of Oviedo 2012 TCMS FINAL Technical Memorandum

7.0 TCMS RESULTS Table 11 of the TCMS is then the culmination of all the tables detailed above. This table calculates whether or not a roadway is operating at an acceptable level of service. This table then assists the City in making decisions when dealing with proposed development regarding such issues as identifying areas of congestion, proportionate share agreements, and appropriate curb cut locations. The segments of the TCMS that are operating worse than the adopted LOS standards with respect to daily, two way peak hour, or peak hour peak direction trips are: (Segment 6) West Broadway Street (SR 426) from Pine Avenue to Lake Jessup Avenue (Segment 8) East Broadway Street (CR 419) from Central Avenue (SR 434) to Reed Road (Segment 9) East Broadway Street (CR 419) from Reed Road to Lockwood Boulevard (Segment 10) East Broadway Street (CR 419) from Lockwood Boulevard to Snow Hill Road (Segment 16) Central Avenue (SR 434) from West Broadway Street (SR 426) to Magnolia Street (Segment 17) Central Avenue (SR 434) from Magnolia Street to SR 417 (Segment 31) McCulloch Road from Lockwood Boulevard to Old Lockwood Road (Segment 32) Mitchell Hammock Road from West Broadway Street (SR 426) to Lake Jessup Avenue (Segment 33) Mitchell Hammock Road from Lake Jessup Avenue to Oviedo Boulevard Segments that are deficient with respect to the adopted LOS standard and are operating between 100% and 110% of the adopted LOS capacity are highlighted in yellow. Similarly, segments that are operating at more than 110% of the adopted LOS capacity are highlighted in orange. 8.0 RECOMMENDATIONS The next TCMS update is proposed to include a major modification for consideration of multimodal transportation based on the City s updates to the Comprehensive Plan. Some additions that should be considered include the following: Create a TCMS component that tracks development within DRIs. For example, the Oviedo Marketplace is a large DRI that is currently developing some commercial and residential parcels. These parcels are included in the overall TCMS. By having an additional DRI component of the TCMS, the City can easily identify where a DRI is in their development agreement. Also include tracking for PUDs to address anticipated development identified in the current Comprehensive Plan. Merge the City s reference table with the TCMS. For this TCMS update, the City created a table of all development projects to be considered / confirmed / edited within the TCMS. For the next update, it is recommended that the City s reference table be merged with the TCMS to create a central location for all related documents to this update. Create a historical tracking feature. During the update of the 2011 TCMS, the City created a useful table for identifying all development within the City boundary, including site development order (SDO) approval dates and issued CO dates. By creating a historical tracking HDR Engineering June 2012 5 City of Oviedo 2012 TCMS FINAL Technical Memorandum

feature of the future TCMS, the City will be able to quickly determine why specific projects are not included in the TCMS and will be able to verify that at one time they were. Develop a process for handling expired SDOs. Currently the City does not do this. Even if a SDO has expired, the project is left in the matrix reserving trips. The TCMS table previously used a look up to determine if the AM or PM peak hour traffic was higher, then used the higher of the two numbers, however, all of the project traffic data was for the PM peak hour. For this update the look up was removed and only PM peak hour counts are used in the calculation since the project trips are usually presented only for the PM peak hour in the traffic studies submitted to the City. Only four (4) segments had a higher AM peak hour volume. In the future, if the City wishes to track AM vs. PM, AM trip generation and distribution data should be collected and added to the table. Currently peak hour peak direction project trip impacts are calculated using the peak direction and directional factor of the roadway. Project peak hour impacts may not in fact be occurring in the same direction. In the future it is recommended to account for the appropriate project trips in the peak direction of a roadway segment during the PM peak hour by including/adding the information on the peak direction of the project traffic for each roadway segment impacted. Develop coordination with adjacent agencies. During the 2011 update, it was found that some projects are partly located within the City boundary and an adjacent City boundary. Questions were also raised on how to handle a project that is immediately out of the City boundary but would impact the City TCMS roadway network. The City would like to establish a coordination method for projects that impact the TCMS network, but are approved by other agencies such as Seminole County or Winter Springs. An additional recommendation comes from the comparison of the TCMS roadways from the 2009 update to the City of Oviedo Transportation Master Plan and November 2010 Comprehensive Plan amendments. The following roadways were identified as potential facilities to add to the TCMS, but no data was available. It is recommended that the City consider collecting annual counts on these roadways for future TCMS updates. Alexandra Boulevard from Central Avenue (SR 434) to Alafaya Woods Boulevard Artesia Street from Pine Avenue to Central Avenue (SR 434) Aulin Avenue from W Broadway Street (SR 426) to W Broadway Street (SR 426) Division Street from Magnolia Street to Alexandria Bouelvard Lake Jessup Avenue from Artesia Avenue to Mitchell Hammock Road Magnolia Street from Lake Jessup Avenue to Division Street Oviedo Boulevard from Geneva Road (CR 426) to Mitchell Hammock Road Oviedo Marketplace Boulevard from SR 417 to Red Bug Lake Road Pine Avenue from Artesia Avenue to W Broadway Street (SR 426) Winter Springs Boulevard from Tuscora Drive to W Broadway Street (SR 426) HDR Engineering June 2012 6 City of Oviedo 2012 TCMS FINAL Technical Memorandum

APPENDIX: 2012 TCMS HDR Engineering June 2012 City of Oviedo 2012 TCMS FINAL Technical Memorandum

Table 1: Instructions Oviedo Concurrency Management System Adding Projects Updating Counts In order to understand the ramifications of different ways of measuring roadway capacity, initial analysis was completed to measure daily, twoway peak hour, and peak hour/peak direction impacts. This is somewhat cumbersome initially, but if the database can be maintained as projects are approved, this is not expected to be time consuming. This will require the concurrency official to enter the project traffic three times. The easiest way to do this appears to be to insert a column on top of the blank column in the "Pending" portion of the "ProjectsDaily," "Projects2WPH", and "ProjectsPHPD" sheets. Then input the daily project traffic onto the appropriate segments in the "ProjectsDaily" sheet. Copy this information to the "Projects2WPH" sheet and replace the daily numbers with the two-way peak hour project traffic. Finally, copy this information to the "ProjectsPHPD" sheet and replace it with the amount traffic that is going the same direction as the peak hour peak direction of traffic. Traffic impact studies should thus provide daily and peak hour traffic assignments. Every year the counts need to be updated. Seminole County completes counts typically in the 1st quarter of every year. The concurrency official will need to request count printouts from Mike Blinn (Seminole County Traffic Enginering) at (407) 665-5699. All segments with a Seminole County station number in the "Counts" sheet should be requested. Counts can also be accessed at this web address: http://www.seminolecountyfl.gov/pw/traffic/trafficmaps.asp. From each count file, extract the following information: 1. Daily count 2. Two-way peak hour count 3. Peak-hour peak direction count 4. Peak direction and time of count 5. Date of count. All this will be useful in providing information to developers as they complete traffic studies for concurrency approval. LOS Status Encumbered Projects These projects have been built-out, issued a CO, after the latest traffic count and should be removed during the next TCMS update provided at least 6 months has passed since the CO and latest traffic count. Vested Projects Level of service (LOS) should not need updating except in three instances: 1. A capcity improvement has been completed or is committed within three years (i.e., widening of SR 426). 2. A signal is added to a state road, changing its characteristic from a higher to lower class arterial. 3. FDOT revises the Generalized LOS Tables (has been revised once every three to four years, last updated 2010). Vested projects have been issued a SDO and are included in this analysis. Because by their nature no formal development proposal has been initiated, an estimate of trips has been made based on similar development in the vicinity. Vested projects with expired SDOs should be removed from the TCMS until the applicant either extends the SDO or applies for a new one. Pending These projects do not have a SDO and their traffic assignment is not included in the capacity calculations Removing Projects Projects can be removed from the Concurrency database once the project has been built and is reflected in the most recent traffic counts. We recommend that the Certificate of Occupancy for the development be issued 6 months prior to the traffic count before it is removed from the database. In some instances (with the larger developments), there will be phasing concerns. For instance, subdivisions may be developed over time. In this instance, identify the percent built out and remove that percentage from the trips. Updating Segments The concurrency official will need to update the network to reflect changes identified in the City Comprehensive Plan and to also incorporate new annexed land to the City since the last update. The new segments should be included alphabetically in the tables and the segments renumbered accordingly. 6/5/2012 Table 1: Instructions - 1 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 2 Roadway Characteristics Road Type Roadway Characteristics Capacity at Seg. Functional Length Signals Signal Backlogged / LOS LOS Stand LOS Standard No. Street From: To: Jurisdiction Class (miles) Lanes Signals per Mile Class Constrained Standard Plus Daily 2WPH PHPD 1 Alafaya Woods Blvd Central Ave (SR 434) Alexandria Blvd Oviedo Collector 0.4 4 0 0.00 I D 36,700 3,560 1,960 2 Alafaya Woods Blvd Alexandria Blvd Mitchell Hammock Rd Oviedo Collector 2.0 4 1 0.50 I D 36,700 3,560 1,960 3 W Broadway St (SR 426) Dean Rd Chapman Rd FDOT Arterial 1.8 4 3 1.67 I D 36,700 3,560 1,960 4 W Broadway St (SR 426) Chapman Rd Mitchell Hammock Rd FDOT Arterial 1.1 4 2 1.82 I E 15% 42,205 4,094 2,254 5 W Broadway St (SR 426) Mitchell Hammock Rd Pine Ave FDOT Arterial 1.2 4 2 1.74 I E 15% 42,205 4,094 2,254 6 W Broadway St (SR 426) Pine Ave Lake Jessup Ave FDOT Arterial 0.5 2 2 3.93 II E 15% 18,630 1,806 989 7 W Broadway St (SR 426) Lake Jessup Ave Central Ave (SR 434) FDOT Arterial 0.3 2 1 3.33 II E 30% 21,060 2,041 1,118 8 E Broadway St (CR 419) Central Ave (SR 434) Reed Rd Sem. Co. Arterial 1.1 2 3 2.73 II E 30% 21,060 2,041 1,118 9 E Broadway St (CR 419) Reed Rd Lockwood Blvd Sem. Co. Arterial 1.1 2 2 1.82 I D 16,500 1,600 880 10 E Broadway St (CR 419) Lockwood Blvd Snow Hill Rd Sem. Co. Arterial 2.6 4 3 1.15 I D 36,700 3,560 1,960 11 E Broadway St (CR 419) Snow Hill Rd Lake Mills Sem. Co. Arterial 1.4 2 0 0.00 I D 16,500 1,600 880 12 Central Ave (SR 434) McCulloch Rd Chapman Rd FDOT Arterial 2.0 6 3 1.50 I D 55,300 5,360 2,940 13 Central Ave (SR 434) Chapman Rd Alafaya Woods Blvd FDOT Arterial 0.6 6 1 1.67 I E 15% 63,595 6,164 3,381 14 Central Ave (SR 434) Alafaya Woods Blvd Mitchell Hammock Rd FDOT Arterial 0.4 6 1 2.50 II E 15% 61,065 5,923 3,255 15 Central Ave (SR 434) Mitchell Hammock Rd W Broadway St (SR 426) FDOT Arterial 1.0 2 1 1.00 I E 30% 21,450 2,080 1,144 16 Central Ave (SR 434) W Broadway St (SR 426) Magnolia St FDOT Arterial 0.5 2 1 2.12 II E 30% 21,060 2,041 1,118 17 Central Ave (SR 434) Magnolia St SR 417 FDOT Arterial 2.0 2 1 0.50 I E 15% 18,975 1,840 1,012 18 Central Ave (SR 434) SR 417 Spring Ave FDOT Arterial 0.6 4 1 1.77 I E 15% 42,205 4,094 2,254 19 Chapman Rd W Broadway St (SR 426) Oak Circle Sem. Co. Collector 0.8 4 1 1.25 I D 36,700 3,560 1,960 20 Chapman Rd Oak Circle Central Ave (SR 434) Sem. Co. Collector 0.8 4 1 1.25 I D 36,700 3,560 1,960 21 DeLeon St Florida Ave Cress Run Oviedo Local 0.1 2 0 0.00 I D 14,850 1,440 792 22 Florida Ave Division St Oklahoma Ave Sem. Co. Local 1.5 2 0 0.00 I D 14,850 1,440 792 23 Florida Ave Okalohoma Ave Van Arsdale St Sem. Co. Local 0.7 2 0 0.00 I D 14,850 1,440 792 24 Geneva Rd (CR 426) E Broadway St (CR 419) Reed Rd Sem. Co. Collector 1.2 2 2 1.67 I E 16,500 1,600 880 25 Geneva Rd (CR 426) Reed Rd Old Mims Rd Sem. Co. Collector 5.2 2 0 0.00 I E 16,500 1,600 880 26 Lockwood Blvd McCulloch Rd Oviedo City Limits Sem. Co. Collector 1.9 4 2 1.05 I E 36,700 3,560 1,960 27 Lockwood Blvd Oviedo City Limits Mitchell Hammock Rd Oviedo Collector 1.8 4 1 0.56 I E 36,700 3,560 1,960 28 Lockwood Blvd Mitchell Hammock Rd E Broadway St (CR 419) Oviedo Collector 0.3 4 1 3.33 II E 35,100 3,400 1,870 29 Lockwood Blvd E Broadway St (CR 419) Geneva Rd (CR 426) Oviedo Collector 1.8 2 1 0.56 I E 16,500 1,600 880 30 McCulloch Rd SR 434 Lockwood Blvd Sem. Co. Collector 1.0 4 1 1.00 I D 36,700 3,560 1,960 31 McCulloch Rd Lockwood Blvd Old Lockwood Sem. Co. Collector 1.1 2 2 1.82 I D 16,500 1,600 880 32 Mitchell Hammock Rd W Broadway St (SR 426) Lake Jessup Ave Oviedo Arterial 0.8 4 2 2.46 II E 30% 45,630 4,420 2,431 33 Mitchell Hammock Rd Lake Jessup Ave Oviedo Blvd Oviedo Arterial 0.7 4 2 2.78 II E 30% 45,630 4,420 2,431 34 Mitchell Hammock Rd Oviedo Blvd Lockwood Blvd Oviedo Arterial 1.4 4 1 0.74 I E 30% 47,710 4,628 2,548 35 Red Bug Lake Rd Rising Sun Blvd Slavia Rd Sem. Co. Arterial 0.8 6 3 3.65 II D 50,300 4,880 2,680 36 Red Bug Lake Rd Slavia Rd SR 417 Sem. Co. Arterial 1.1 6 3 2.68 II D 50,300 4,880 2,680 37 Red Bug Lake Rd SR 417 W Broadway St (SR 426) Sem. Co. Arterial 0.4 6 1 2.50 II E 15% 61,065 5,923 3,255 38 Reed Rd E Broadway St (CR 419) Geneva Rd (CR 426) Oviedo Collector 0.5 2 0 0.00 I D 14,850 1,440 792 39 Slavia Rd Red Bug Lake Rd SR 426 Sem. Co. Local 0.9 2 1 1.11 I D 16,500 1,600 880 Notes: Source: City of Oviedo 2025 Comp Plan 6/5/2012 Table 2: Roadway Characteristics - 2 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 3 Roadway Level of Service Capacity Daily Two Way Two Way Peak Hour Seg. Backlogged / LOS at LOS Standard No. Street From: To: Constrained Standard LOS Stand Plus Daily 2WPH PHPD B C D E B C D E 1 Alafaya Woods Blvd Central Ave (SR 434) Alexandria Blvd D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 2 Alafaya Woods Blvd Alexandria Blvd Mitchell Hammock Rd D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 3 W Broadway St (SR 426) Dean Rd Chapman Rd D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 4 W Broadway St (SR 426) Chapman Rd Mitchell Hammock Rd E 15% 42,205 4,094 2,254 33695 40825 42205 42205 3266 3956 4094 4094 5 W Broadway St (SR 426) Mitchell Hammock Rd Pine Ave E 15% 42,205 4,094 2,254 33695 40825 42205 42205 3266 3956 4094 4094 6 W Broadway St (SR 426) Pine Ave Lake Jessup Ave E 15% 18,630 1,806 989 0 12075 17480 18630 0 1173 1702 1805.5 7 W Broadway St (SR 426) Lake Jessup Ave Central Ave (SR 434) E 30% 21,060 2,041 1,118 0 13650 19760 21060 0 1326 1924 2041 8 E Broadway St (CR 419) Central Ave (SR 434) Reed Rd E 30% 21,060 2,041 1,118 0 13650 19760 21060 0 1326 1924 2041 9 E Broadway St (CR 419) Reed Rd Lockwood Blvd D 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 10 E Broadway St (CR 419) Lockwood Blvd Snow Hill Rd D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 11 E Broadway St (CR 419) Snow Hill Rd Lake Mills D 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 12 Central Ave (SR 434) McCulloch Rd Chapman Rd D 55,300 5,360 2,940 45000 53700 55300 55300 4370 5200 5360 5360 13 Central Ave (SR 434) Chapman Rd Alafaya Woods Blvd E 15% 63,595 6,164 3,381 51750 53700 63595 63595 5025.5 5980 6164 6164 14 Central Ave (SR 434) Alafaya Woods Blvd Mitchell Hammock Rd E 15% 61,065 5,923 3,255 0 44850 57845 61065 0 4358.5 5612 5922.5 15 Central Ave (SR 434) Mitchell Hammock Rd W Broadway St (SR 426) E 30% 21,450 2,080 1,144 12480 20020 21450 21450 1209 1950 2080 2080 16 Central Ave (SR 434) W Broadway St (SR 426) Magnolia St E 30% 21,060 2,041 1,118 0 13650 19760 21060 0 1326 1924 2041 17 Central Ave (SR 434) Magnolia St SR 417 E 15% 18,975 1,840 1,012 11040 17710 18975 18975 1069.5 1725 1840 1840 18 Central Ave (SR 434) SR 417 Spring Ave E 15% 42,205 4,094 2,254 33695 40825 42205 42205 3266 3956 4094 4094 19 Chapman Rd W Broadway St (SR 426) Oak Circle D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 20 Chapman Rd Oak Circle Central Ave (SR 434) D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 21 DeLeon St Florida Ave Cress Run D 14,850 1,440 792 8640 13860 14850 14850 837 1350 1440 1440 22 Florida Ave Division St Oklahoma Ave D 14,850 1,440 792 8640 13860 14850 14850 837 1350 1440 1440 23 Florida Ave Okalohoma Ave Van Arsdale St D 14,850 1,440 792 8640 13860 14850 14850 837 1350 1440 1440 24 Geneva Rd (CR 426) E Broadway St (CR 419) Reed Rd E 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 25 Geneva Rd (CR 426) Reed Rd Old Mims Rd E 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 26 Lockwood Blvd McCulloch Rd Oviedo City Limits E 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 27 Lockwood Blvd Oviedo City Limits Mitchell Hammock Rd E 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 28 Lockwood Blvd Mitchell Hammock Rd E Broadway St (CR 419) E 35,100 3,400 1,870 0 25000 33200 35100 0 2420 3220 3400 29 Lockwood Blvd E Broadway St (CR 419) Geneva Rd (CR 426) E 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 30 McCulloch Rd SR 434 Lockwood Blvd D 36,700 3,560 1,960 29300 35500 36700 36700 2840 3440 3560 3560 31 McCulloch Rd Lockwood Blvd Old Lockwood D 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 32 Mitchell Hammock Rd W Broadway St (SR 426) Lake Jessup Ave E 30% 45,630 4,420 2,431 0 32500 43160 45630 0 3146 4186 4420 33 Mitchell Hammock Rd Lake Jessup Ave Oviedo Blvd E 30% 45,630 4,420 2,431 0 32500 43160 45630 0 3146 4186 4420 34 Mitchell Hammock Rd Oviedo Blvd Lockwood Blvd E 30% 47,710 4,628 2,548 38090 46150 47710 47710 3692 4472 4628 4628 35 Red Bug Lake Rd Rising Sun Blvd Slavia Rd D 50,300 4,880 2,680 0 39000 50300 53100 0 3790 4880 5150 36 Red Bug Lake Rd Slavia Rd SR 417 D 50,300 4,880 2,680 0 39000 50300 53100 0 3790 4880 5150 37 Red Bug Lake Rd SR 417 W Broadway St (SR 426) E 15% 61,065 5,923 3,255 0 44850 57845 61065 0 4358.5 5612 5922.5 38 Reed Rd E Broadway St (CR 419) Geneva Rd (CR 426) D 14,850 1,440 792 8640 13860 14850 14850 837 1350 1440 1440 39 Slavia Rd Red Bug Lake Rd SR 426 D 16,500 1,600 880 9600 15400 16500 16500 930 1500 1600 1600 Notes: Source 2010 FDOT Q / LOS Generalize Tables Source: City of Oviedo 2025 Comp Plan City of Oviedo 2025 Comp Plan Adjustments 6/5/2012 Table 3: Roadway Level of Service - 3 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 3 Roadway Level of Service Capacity Seg. Backlogged / LOS at LOS Standard No. Street From: To: Constrained Standard LOS Stand Plus Daily 2WPH PHPD 1 Alafaya Woods Blvd Central Ave (SR 434) Alexandria Blvd D 36,700 3,560 1,960 2 Alafaya Woods Blvd Alexandria Blvd Mitchell Hammock Rd D 36,700 3,560 1,960 3 W Broadway St (SR 426) Dean Rd Chapman Rd D 36,700 3,560 1,960 4 W Broadway St (SR 426) Chapman Rd Mitchell Hammock Rd E 15% 42,205 4,094 2,254 5 W Broadway St (SR 426) Mitchell Hammock Rd Pine Ave E 15% 42,205 4,094 2,254 6 W Broadway St (SR 426) Pine Ave Lake Jessup Ave E 15% 18,630 1,806 989 7 W Broadway St (SR 426) Lake Jessup Ave Central Ave (SR 434) E 30% 21,060 2,041 1,118 8 E Broadway St (CR 419) Central Ave (SR 434) Reed Rd E 30% 21,060 2,041 1,118 9 E Broadway St (CR 419) Reed Rd Lockwood Blvd D 16,500 1,600 880 10 E Broadway St (CR 419) Lockwood Blvd Snow Hill Rd D 36,700 3,560 1,960 11 E Broadway St (CR 419) Snow Hill Rd Lake Mills D 16,500 1,600 880 12 Central Ave (SR 434) McCulloch Rd Chapman Rd D 55,300 5,360 2,940 13 Central Ave (SR 434) Chapman Rd Alafaya Woods Blvd E 15% 63,595 6,164 3,381 14 Central Ave (SR 434) Alafaya Woods Blvd Mitchell Hammock Rd E 15% 61,065 5,923 3,255 15 Central Ave (SR 434) Mitchell Hammock Rd W Broadway St (SR 426) E 30% 21,450 2,080 1,144 16 Central Ave (SR 434) W Broadway St (SR 426) Magnolia St E 30% 21,060 2,041 1,118 17 Central Ave (SR 434) Magnolia St SR 417 E 15% 18,975 1,840 1,012 18 Central Ave (SR 434) SR 417 Spring Ave E 15% 42,205 4,094 2,254 19 Chapman Rd W Broadway St (SR 426) Oak Circle D 36,700 3,560 1,960 20 Chapman Rd Oak Circle Central Ave (SR 434) D 36,700 3,560 1,960 21 DeLeon St Florida Ave Cress Run D 14,850 1,440 792 22 Florida Ave Division St Oklahoma Ave D 14,850 1,440 792 23 Florida Ave Okalohoma Ave Van Arsdale St D 14,850 1,440 792 24 Geneva Rd (CR 426) E Broadway St (CR 419) Reed Rd E 16,500 1,600 880 25 Geneva Rd (CR 426) Reed Rd Old Mims Rd E 16,500 1,600 880 26 Lockwood Blvd McCulloch Rd Oviedo City Limits E 36,700 3,560 1,960 27 Lockwood Blvd Oviedo City Limits Mitchell Hammock Rd E 36,700 3,560 1,960 28 Lockwood Blvd Mitchell Hammock Rd E Broadway St (CR 419) E 35,100 3,400 1,870 29 Lockwood Blvd E Broadway St (CR 419) Geneva Rd (CR 426) E 16,500 1,600 880 30 McCulloch Rd SR 434 Lockwood Blvd D 36,700 3,560 1,960 31 McCulloch Rd Lockwood Blvd Old Lockwood D 16,500 1,600 880 32 Mitchell Hammock Rd W Broadway St (SR 426) Lake Jessup Ave E 30% 45,630 4,420 2,431 33 Mitchell Hammock Rd Lake Jessup Ave Oviedo Blvd E 30% 45,630 4,420 2,431 34 Mitchell Hammock Rd Oviedo Blvd Lockwood Blvd E 30% 47,710 4,628 2,548 35 Red Bug Lake Rd Rising Sun Blvd Slavia Rd D 50,300 4,880 2,680 36 Red Bug Lake Rd Slavia Rd SR 417 D 50,300 4,880 2,680 37 Red Bug Lake Rd SR 417 W Broadway St (SR 426) E 15% 61,065 5,923 3,255 38 Reed Rd E Broadway St (CR 419) Geneva Rd (CR 426) D 14,850 1,440 792 39 Slavia Rd Red Bug Lake Rd SR 426 D 16,500 1,600 880 Peak Hour Direction B C D E 1560 1890 1960 1960 1560 1890 1960 1960 1560 1890 1960 1960 1794 2173.5 2254 2254 1794 2173.5 2254 2254 0 644 931.5 989 0 728 1053 1118 0 728 1053 1118 510 820 880 880 1560 1890 1960 1960 510 820 880 880 2400 2860 2940 2940 2760 3289 3381 3381 0 2392 3082 3254.5 663 1066 1144 1144 0 728 1053 1118 586.5 943 1012 1012 1794 2173.5 2254 2254 1560 1890 1960 1960 1560 1890 1960 1960 459 738 792 792 459 738 792 792 459 738 792 792 510 820 880 880 510 820 880 880 1560 1890 1960 1960 1560 1890 1960 1960 0 1330 1770 1870 510 820 880 880 1560 1890 1960 1960 510 820 880 880 0 1729 2301 2431 0 1729 2301 2431 2028 2457 2548 2548 0 2080 2680 2830 0 2080 2680 2830 0 2392 3082 3254.5 459 738 792 792 510 820 880 880 Notes: Source: City of Oviedo 2025 Comp Plan 6/5/2012 Table 3: Roadway Level of Service - 4 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 4 Roadway Counts 2011 Seminole County Traffic Counts Notes Road Type County 2011 Traffic Length Functional Count AM AM AM Peak Time PM PM PM Peak Time Street From: To: (miles) Jurisdiction Class Lanes Station ADT 2WPH 2WPH PHPD PHOPD Direct. Ending 2WPH PHPD PHOPD Direct. Ending Date 1 ok Alafaya Woods Blvd Central Ave (SR 434) Alexandria Blvd 0.4 Oviedo Collector 4 10A 11,239 1,161 1,177 615 562 WB 8:00 1,161 690 471 EB 18:15 18-Jan 2 ok Alafaya Woods Blvd Alexandria Blvd Mitchell Hammock Rd 2.0 Oviedo Collector 4 11A 7,553 830 614 365 249 SB 8:45 830 477 353 NB 18:00 18-Jan 3 ok W Broadway St (SR 426) Dean Rd Chapman Rd 1.8 FDOT Arterial 4 284A 26,831 2,504 2,380 1,628 752 WB 9:00 2,504 1,578 926 EB 18:15 24-Jan 4 ok W Broadway St (SR 426) Chapman Rd Mitchell Hammock Rd 1.1 FDOT Arterial 4 285A 24,707 2,232 2,606 1,613 993 WB 8:45 2,232 1,215 1,017 EB 17:45 24-Jan 5 Endpoint changed from Winter Springs Blvd to Pine Ave W Broadway St (SR 426) Mitchell Hammock Rd Pine Ave 1.2 FDOT Arterial 4 286A 23,292 2,142 1,627 1,093 534 WB 8:15 2,142 1,326 816 EB 18:00 24-Jan 6 Endpoint changed from Winter Springs Blvd to Pine Ave W Broadway St (SR 426) Pine Ave Lake Jessup Ave 0.5 FDOT Arterial 2 287A 15,908 1,374 1,184 641 543 WB 7:45 1,374 807 567 EB 18:00 24-Jan 7 ok W Broadway St (SR 426) Lake Jessup Ave Central Ave (SR 434) 0.3 FDOT Arterial 2 288A 11,423 1,020 973 600 373 EB 7:45 1,020 586 434 WB 18:30 24-Jan 8 ok E Broadway St (CR 419) Central Ave (SR 434) Reed Rd 1.1 Sem. Co. Arterial 2 52A 16,281 1,620 1,246 929 317 WB 8:30 1,620 947 673 EB 18:15 31-Jan 9 ok E Broadway St (CR 419) Reed Rd Lockwood Blvd 1.1 Sem. Co. Arterial 2 53A 16,991 1,503 1,371 788 583 WB 8:30 1,503 869 634 EB 18:15 8-Feb 10 Snow Hill Rd and 2nd St are the same road E Broadway St (CR 419) Lockwood Blvd Snow Hill Rd 2.6 Sem. Co. Arterial 4 54A 30,287 3,629 1,457 1,256 201 WB 7:15 3,629 1,886 1,743 EB 18:00 1-Feb 11 New Segment E Broadway St (CR 419) Snow Hill Rd Lake Mills 1.4 Sem. Co. Arterial 2 55A 10,362 1,029 853 529 324 NB 8:00 1,029 552 477 SB 18:15 1-Feb 12 ok Central Ave (SR 434) McCulloch Rd Chapman Rd 2.0 FDOT Arterial 6 289A 38,547 3,419 3,266 2,192 1,074 SB 8:30 3,419 2,043 1,376 NB 18:00 12-Jan 13 ok Central Ave (SR 434) Chapman Rd Alafaya Woods Blvd 0.6 FDOT Arterial 6 290A 32,460 2,723 2,574 1,736 838 SB 8:00 2,723 1,628 1,095 NB 18:00 12-Jan 14 ok Central Ave (SR 434) Alafaya Woods Blvd Mitchell Hammock Rd 0.4 FDOT Arterial 6 291A 25,144 2,350 1,958 1,240 718 SB 8:00 2,350 1,398 952 NB 17:45 12-Jan 15 ok Central Ave (SR 434) Mitchell Hammock Rd W Broadway St (SR 426) 1.0 FDOT Arterial 2 292A 11,227 1,275 926 540 386 SB 8:15 1,275 662 613 NB 18:00 12-Jan 16 Endpoints changed to match DT core Central Ave (SR 434) W Broadway St (SR 426) Magnolia St 0.5 FDOT Arterial 2 293A 18,477 1,775 1,690 951 739 SB 8:15 1,775 1,036 739 NB 18:15 12-Jan 17 Endpoints changed to match DT core Central Ave (SR 434) Magnolia St SR 417 2.0 FDOT Arterial 2 294A 21,187 2,191 2,075 1,339 736 WB 8:00 2,191 1,362 829 EB 18:00 12-Jan 18 New Segment Central Ave (SR 434) SR 417 Spring Ave 0.6 FDOT Arterial 4 295A 23,787 2,469 2,322 1,259 1,063 WB 8:00 2,469 1,324 1,145 EB 18:00 12-Jan 19 ok Chapman Rd W Broadway St (SR 426) Oak Circle 0.8 Sem. Co. Collector 4 37A 17,064 1,905 1,545 823 722 WB 8:30 1,905 1,118 787 EB 18:00 19-Jan 20 no 2011 count, used 2010 Chapman Rd Oak Circle Central Ave (SR 434) 0.8 Sem. Co. Collector 4 38A 17,401 1,789 1,744 991 753 EB 8:45 1,789 1,109 680 EB 18:00 15-Feb 21 ok DeLeon St Florida Ave Cress Run 0.1 Oviedo Local 2 75A 3,754 369 322 247 75 SB 8:00 369 245 124 NB 18:15 12-Jan 22 New Segment Florida Ave Division St Oklahoma Ave 1.5 Sem. Co. Local 2 113A 2,449 243 234 187 47 WB 8:00 243 171 72 EB 18:00 11-Jan 23 New Segment Florida Ave Okalohoma Ave Van Arsdale St 0.7 Sem. Co. Local 2 114A 1,739 174 174 143 31 WB 7:45 174 122 52 EB 18:15 11-Jan 24 no 2010 or 2011 counts, used 2009 Geneva Rd (CR 426) E Broadway St (CR 419) Reed Rd 1.2 Sem. Co. Collector 2 56A 7,890 745 580 462 118 SB 7:45 745 476 269 NB 18:00 26-Feb 25 ok Geneva Rd (CR 426) Reed Rd Old Mims Rd 5.2 Sem. Co. Collector 2 57A 7,809 753 714 538 176 SB 8:00 753 524 229 NB 17:45 1-Feb 26 ok Lockwood Blvd McCulloch Rd Oviedo City Limits 1.9 Sem. Co. Collector 4 161A 16,713 1,668 1,542 1,274 268 SB 9:00 1,668 1,090 578 NB 18:00 19-Jan 27 ok Lockwood Blvd Oviedo City Limits Mitchell Hammock Rd 1.8 Oviedo Collector 4 160A 19,022 1,734 1,672 1,161 511 SB 7:45 1,734 1,080 654 NB 17:30 19-Jan 28 ok Lockwood Blvd Mitchell Hammock Rd E Broadway St (CR 419) 0.3 Oviedo Collector 4 159A 26,757 2,449 2,083 1,457 626 SB 8:45 2,449 1,406 1,043 NB 18:15 19-Jan 29 ok Lockwood Blvd E Broadway St (CR 419) Geneva Rd (CR 426) 1.8 Oviedo Collector 2 158A 5,998 612 530 366 164 SB 8:15 612 335 277 NB 17:45 19-Jan 30 ok McCulloch Rd SR 434 Lockwood Blvd 1.0 Sem. Co. Collector 4 177A 26,785 2,499 2,399 1,630 769 WB 8:30 2,499 1,548 951 EB 18:15 24-Jan 31 ok McCulloch Rd Lockwood Blvd Old Lockwood 1.1 Sem. Co. Collector 2 178A 19,718 1,884 1,701 1,060 641 WB 8:00 1,884 1,142 742 EB 18:00 24-Jan 32 Endpoints changed to match DT core Mitchell Hammock Rd W Broadway St (SR 426) Lake Jessup Ave 0.8 Oviedo Arterial 4 181A 36,904 3,283 2,855 1,777 1,078 WB 8:15 3,283 2,051 1,232 EB 18:00 1-Feb 33 Endpoints changed to match DT core Mitchell Hammock Rd Lake Jessup Ave Oviedo Blvd 0.7 Oviedo Arterial 4 182A 31,791 2,740 2,457 1,685 772 WB 8:45 2,740 1,698 1,042 EB 17:45 1-Feb 34 Endpoints changed to match DT core Mitchell Hammock Rd Oviedo Blvd Lockwood Blvd 1.4 Oviedo Arterial 4 183A 32,155 2,812 2,523 1,646 877 WB 8:45 2,812 1,691 1,121 EB 17:45 1-Feb 35 New Segment Red Bug Lake Rd Rising Sun Blvd Slavia Rd 0.8 Sem. Co. Arterial 6 230A 37,701 3,265 2,936 1,661 1,275 WB 8:30 3,265 1,745 1,520 EB 18:00 10-Jan 36 New Segment Red Bug Lake Rd Slavia Rd SR 417 1.1 Sem. Co. Arterial 6 2310A 33,857 2,898 2,392 1,380 1,012 WB 8:15 2,898 1,530 1,368 EB 17:45 10-Jan 37 ok Red Bug Lake Rd SR 417 W Broadway St (SR 426) 0.4 Sem. Co. Arterial 6 232A 43,810 3,700 3,230 1,902 1,328 WB 8:00 3,700 2,077 1,623 EB 17:45 10-Jan 38 ok Reed Rd E Broadway St (CR 419) Geneva Rd (CR 426) 0.5 Oviedo Collector 2 233A 1,967 214 222 145 77 NB 8:30 214 131 83 SB 18:15 11-Jan 39 ok Slavia Rd Red Bug Lake Rd SR 426 0.9 Sem. Co. Local 2 256A 10,406 969 1,255 663 592 EB 8:15 969 523 446 WB 18:00 11-Jan Blue = 2009/2010 data 6/5/2012 Table 4: Roadway Counts - 5 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 5 Seasonal Adjustment Factor (Source: FDOT 2010 Florida Traffic Information DVD) Hover over tab for explanation of this table's purpose -----> SF Seminole Countywide Week Beginning Ending SF From To 1 1-Jan 2-Jan 1.02 1-Jan 2-Jan 2 3-Jan 9-Jan 1.02 3-Jan 9-Jan 3 10-Jan 16-Jan 1.02 10-Jan 16-Jan 4 17-Jan 23-Jan 1.01 17-Jan 23-Jan 5 24-Jan 30-Jan 1.00 24-Jan 30-Jan 6 31-Jan 6-Feb 0.98 31-Jan 6-Feb * 7 7-Feb 13-Feb 0.97 7-Feb 13-Feb * 8 14-Feb 20-Feb 0.96 14-Feb 20-Feb * 9 21-Feb 27-Feb 0.96 21-Feb 27-Feb * 10 28-Feb 6-Mar 0.97 28-Feb 6-Mar * 11 7-Mar 13-Mar 0.97 7-Mar 13-Mar * 12 14-Mar 20-Mar 0.97 14-Mar 20-Mar * 13 21-Mar 27-Mar 0.98 21-Mar 27-Mar * 14 28-Mar 3-Apr 0.98 28-Mar 3-Apr * 15 4-Apr 10-Apr 0.99 4-Apr 10-Apr * 16 11-Apr 17-Apr 0.99 11-Apr 17-Apr * 17 18-Apr 24-Apr 0.99 18-Apr 24-Apr * 18 25-Apr 1-May 0.99 25-Apr 1-May * 19 2-May 8-May 0.99 2-May 8-May 20 9-May 15-May 1.00 9-May 15-May 21 16-May 22-May 1.00 16-May 22-May 22 23-May 29-May 1.00 23-May 29-May 23 30-May 5-Jun 1.00 30-May 5-Jun 24 6-Jun 12-Jun 1.00 6-Jun 12-Jun 25 13-Jun 19-Jun 1.00 13-Jun 19-Jun 26 20-Jun 26-Jun 1.01 20-Jun 26-Jun 27 27-Jun 3-Jul 1.02 27-Jun 3-Jul 28 4-Jul 10-Jul 1.03 4-Jul 10-Jul 29 11-Jul 17-Jul 1.04 11-Jul 17-Jul 30 18-Jul 24-Jul 1.03 18-Jul 24-Jul 31 25-Jul 31-Jul 1.03 25-Jul 31-Jul 32 1-Aug 7-Aug 1.02 1-Aug 7-Aug 33 8-Aug 14-Aug 1.02 8-Aug 14-Aug 34 15-Aug 21-Aug 1.01 15-Aug 21-Aug 35 22-Aug 28-Aug 1.01 22-Aug 28-Aug 36 29-Aug 4-Sep 1.01 29-Aug 4-Sep 37 5-Sep 11-Sep 1.01 5-Sep 11-Sep 38 12-Sep 18-Sep 1.00 12-Sep 18-Sep 39 19-Sep 25-Sep 1.00 19-Sep 25-Sep 40 26-Sep 2-Oct 0.99 26-Sep 2-Oct 41 3-Oct 9-Oct 0.98 3-Oct 9-Oct 42 10-Oct 16-Oct 0.98 10-Oct 16-Oct 43 17-Oct 23-Oct 0.98 17-Oct 23-Oct 44 24-Oct 30-Oct 0.99 24-Oct 30-Oct 45 31-Oct 6-Nov 1.00 31-Oct 6-Nov 46 7-Nov 13-Nov 1.01 7-Nov 13-Nov 47 14-Nov 20-Nov 1.01 14-Nov 20-Nov 48 21-Nov 27-Nov 1.02 21-Nov 27-Nov 49 28-Nov 4-Dec 1.02 28-Nov 4-Dec 50 5-Dec 11-Dec 1.02 5-Dec 11-Dec 51 12-Dec 18-Dec 1.02 12-Dec 18-Dec 52 19-Dec 25-Dec 1.02 19-Dec 25-Dec 53 26-Dec 1-Jan 1.02 26-Dec 1-Jan 6/5/2012 Table 5: SAF - 6 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 6 Annual Average Daily Traffic Road Type County 2011 Traffic Seg. Length Functional Count AM AM AM Peak Time PM PM PM Peak Time No. Street From: To: (miles) Jurisdiction Class Lanes Station AADT 2WPH 2WPH PHPD PHOPD Direct. Ending 2WPH PHPD PHOPD Direct. Ending Date 1 Alafaya Woods Blvd Central Ave (SR 434) Alexandria Blvd 0.4 Oviedo Collector 4 10A 11,351 1,189 1,189 621 568 WB 8:00 1,173 697 476 EB 18:15 18-Jan 2 Alafaya Woods Blvd Alexandria Blvd Mitchell Hammock Rd 2.0 Oviedo Collector 4 11A 7,629 838 620 369 251 SB 8:45 838 482 357 NB 18:00 18-Jan 3 W Broadway St (SR 426) Dean Rd Chapman Rd 1.8 FDOT Arterial 4 284A 26,831 2,504 2,380 1,628 752 WB 9:00 2,504 1,578 926 EB 18:15 24-Jan 4 W Broadway St (SR 426) Chapman Rd Mitchell Hammock Rd 1.1 FDOT Arterial 4 285A 24,707 2,606 2,606 1,613 993 WB 8:45 2,232 1,215 1,017 EB 17:45 24-Jan 5 W Broadway St (SR 426) Mitchell Hammock Rd Pine Ave 1.2 FDOT Arterial 4 286A 23,292 2,142 1,627 1,093 534 WB 8:15 2,142 1,326 816 EB 18:00 24-Jan 6 W Broadway St (SR 426) Pine Ave Lake Jessup Ave 0.5 FDOT Arterial 2 287A 15,908 1,374 1,184 641 543 WB 7:45 1,374 807 567 EB 18:00 24-Jan 7 W Broadway St (SR 426) Lake Jessup Ave Central Ave (SR 434) 0.3 FDOT Arterial 2 288A 11,423 1,020 973 600 373 EB 7:45 1,020 586 434 WB 18:30 24-Jan 8 E Broadway St (CR 419) Central Ave (SR 434) Reed Rd 1.1 Sem. Co. Arterial 2 52A 15,955 1,588 1,221 910 311 WB 8:30 1,588 928 660 EB 18:15 31-Jan 9 E Broadway St (CR 419) Reed Rd Lockwood Blvd 1.1 Sem. Co. Arterial 2 53A 16,481 1,458 1,330 764 566 WB 8:30 1,458 843 615 EB 18:15 8-Feb 10 E Broadway St (CR 419) Lockwood Blvd Snow Hill Rd 2.6 Sem. Co. Arterial 4 54A 29,681 3,556 1,428 1,231 197 WB 7:15 3,556 1,848 1,708 EB 18:00 1-Feb 11 E Broadway St (CR 419) Snow Hill Rd Lake Mills 1.4 Sem. Co. Arterial 2 55A 10,155 1,008 836 518 318 NB 8:00 1,008 541 467 SB 18:15 1-Feb 12 Central Ave (SR 434) McCulloch Rd Chapman Rd 2.0 FDOT Arterial 6 289A 39,318 3,487 3,331 2,236 1,095 SB 8:30 3,487 2,084 1,404 NB 18:00 12-Jan 13 Central Ave (SR 434) Chapman Rd Alafaya Woods Blvd 0.6 FDOT Arterial 6 290A 33,109 2,777 2,625 1,771 855 SB 8:00 2,777 1,661 1,117 NB 18:00 12-Jan 14 Central Ave (SR 434) Alafaya Woods Blvd Mitchell Hammock Rd 0.4 FDOT Arterial 6 291A 25,647 2,397 1,997 1,265 732 SB 8:00 2,397 1,426 971 NB 17:45 12-Jan 15 Central Ave (SR 434) Mitchell Hammock Rd W Broadway St (SR 426) 1.0 FDOT Arterial 2 292A 11,452 1,301 945 551 394 SB 8:15 1,301 675 625 NB 18:00 12-Jan 16 Central Ave (SR 434) W Broadway St (SR 426) Magnolia St 0.5 FDOT Arterial 2 293A 18,847 1,811 1,724 970 754 SB 8:15 1,811 1,057 754 NB 18:15 12-Jan 17 Central Ave (SR 434) Magnolia St SR 417 2.0 FDOT Arterial 2 294A 21,611 2,235 2,117 1,366 751 WB 8:00 2,235 1,389 846 EB 18:00 12-Jan 18 Central Ave (SR 434) SR 417 Spring Ave 0.6 FDOT Arterial 4 295A 24,263 2,518 2,368 1,284 1,084 WB 8:00 2,518 1,350 1,168 EB 18:00 12-Jan 19 Chapman Rd W Broadway St (SR 426) Oak Circle 0.8 Sem. Co. Collector 4 37A 17,235 1,924 1,560 831 729 WB 8:30 1,924 1,129 795 EB 18:00 19-Jan 20 Chapman Rd Oak Circle Central Ave (SR 434) 0.8 Sem. Co. Collector 4 38A 16,705 1,717 1,674 951 723 EB 8:45 1,717 1,065 653 EB 18:00 15-Feb 21 DeLeon St Florida Ave Cress Run 0.1 Oviedo Local 2 75A 3,829 376 328 252 77 SB 8:00 376 250 126 NB 18:15 12-Jan 22 Florida Ave Division St Oklahoma Ave 1.5 Sem. Co. Local 2 113A 2,498 248 239 191 48 WB 8:00 248 174 73 EB 18:00 11-Jan 23 Florida Ave Okalohoma Ave Van Arsdale St 0.7 Sem. Co. Local 2 114A 1,774 177 177 146 32 WB 7:45 177 124 53 EB 18:15 11-Jan 24 Geneva Rd (CR 426) E Broadway St (CR 419) Reed Rd 1.2 Sem. Co. Collector 2 56A 7,574 715 557 444 113 SB 7:45 715 457 258 NB 18:00 26-Feb 25 Geneva Rd (CR 426) Reed Rd Old Mims Rd 5.2 Sem. Co. Collector 2 57A 7,653 738 700 527 172 SB 8:00 738 514 224 NB 17:45 1-Feb 26 Lockwood Blvd McCulloch Rd Oviedo City Limits 1.9 Sem. Co. Collector 4 161A 16,880 1,685 1,557 1,287 271 SB 9:00 1,685 1,101 584 NB 18:00 19-Jan 27 Lockwood Blvd Oviedo City Limits Mitchell Hammock Rd 1.8 Oviedo Collector 4 160A 19,212 1,751 1,689 1,173 516 SB 7:45 1,751 1,091 661 NB 17:30 19-Jan 28 Lockwood Blvd Mitchell Hammock Rd E Broadway St (CR 419) 0.3 Oviedo Collector 4 159A 27,025 2,473 2,104 1,472 632 SB 8:45 2,473 1,420 1,053 NB 18:15 19-Jan 29 Lockwood Blvd E Broadway St (CR 419) Geneva Rd (CR 426) 1.8 Oviedo Collector 2 158A 6,058 618 535 370 166 SB 8:15 618 338 280 NB 17:45 19-Jan 30 McCulloch Rd SR 434 Lockwood Blvd 1.0 Sem. Co. Collector 4 177A 26,785 2,499 2,399 1,630 769 WB 8:30 2,499 1,548 951 EB 18:15 24-Jan 31 McCulloch Rd Lockwood Blvd Old Lockwood 1.1 Sem. Co. Collector 2 178A 19,718 1,884 1,701 1,060 641 WB 8:00 1,884 1,142 742 EB 18:00 24-Jan 32 Mitchell Hammock Rd W Broadway St (SR 426) Lake Jessup Ave 0.8 Oviedo Arterial 4 181A 36,166 3,217 2,798 1,741 1,056 WB 8:15 3,217 2,010 1,207 EB 18:00 1-Feb 33 Mitchell Hammock Rd Lake Jessup Ave Oviedo Blvd 0.7 Oviedo Arterial 4 182A 31,155 2,685 2,408 1,651 757 WB 8:45 2,685 1,664 1,021 EB 17:45 1-Feb 34 Mitchell Hammock Rd Oviedo Blvd Lockwood Blvd 1.4 Oviedo Arterial 4 183A 31,512 2,756 2,473 1,613 859 WB 8:45 2,756 1,657 1,099 EB 17:45 1-Feb 35 Red Bug Lake Rd Rising Sun Blvd Slavia Rd 0.8 Sem. Co. Arterial 6 230A 38,455 3,330 2,995 1,694 1,301 WB 8:30 3,330 1,780 1,550 EB 18:00 10-Jan 36 Red Bug Lake Rd Slavia Rd SR 417 1.1 Sem. Co. Arterial 6 2310A 34,534 2,956 2,440 1,408 1,032 WB 8:15 2,956 1,561 1,395 EB 17:45 10-Jan 37 Red Bug Lake Rd SR 417 W Broadway St (SR 426) 0.4 Sem. Co. Arterial 6 232A 44,686 3,774 3,295 1,940 1,355 WB 8:00 3,774 2,119 1,655 EB 17:45 10-Jan 38 Reed Rd E Broadway St (CR 419) Geneva Rd (CR 426) 0.5 Oviedo Collector 2 233A 2,006 226 226 148 79 NB 8:30 218 134 85 SB 18:15 11-Jan 39 Slavia Rd Red Bug Lake Rd SR 426 0.9 Sem. Co. Local 2 256A 10,614 1,280 1,280 676 604 EB 8:15 988 533 455 WB 18:00 11-Jan 2009/10 Data 6/5/2012 Table 6: ADTs - 7 of 25 Oviedo 2012 TCMS_06-05-12.xlsx

Table 7 Project Distribution Encumbered Traffic Embassy Office AKA Primrose Ph1 Figland Office 379 E Broadway St Fountainhea d Baptist Church Most Precious Blood Windsorrmere Lot 7 Smithson Electric Warehouse Isles of Oviedo (94 remaining units w/ 24 encumbered) Sandalwood Homes The Preserve at Lake Charm (57 remaining units of 85 w/34 Arborview Park (78 remaining units of 130 total w/ 10 Covington Club (94 units) Terralago Subdivision (21 remaining units of 26 total w/ 6 River Oaks (50 units total) Oviedo Forest (197 SF units w/ 131 River Pine Estates (11 SF units w/ 9 Live Oak Reserve Phase 4 (14 remaining SF units w/ 7 Preserve at Black Hammock (74 total SF w/ 51 COs prior to 2011 & 23 09-0045 8-0078-SDOFE 07-0035 09-0003 09-0090-SDOFE 10-0039-SDOFE 07-0147 05-1479 10-0018-PDP/CDPM 04-1379 Street From: To: Phase 1 Oviedo Mktpl DRI 1 Alafaya Woods Blvd Central Ave (SR 434) Alexandria Blvd 1 2 Alafaya Woods Blvd Alexandria Blvd Mitchell Hammock Rd 0.82 3 W Broadway St (SR 426) Dean Rd Chapman Rd 0.14 0.18 0.10 0.1 0.2 0.23 0.13 0.11 0.03 0.16 0.16 0.03 4 W Broadway St (SR 426) Chapman Rd Mitchell Hammock Rd 0.14 0.18 0.10 0.1 0.2 0.23 0.13 0.11 0.03 0.17 0.17 0.03 5 W Broadway St (SR 426) Mitchell Hammock Rd Pine Ave 0.01 0.12 0.12 0.34 0.77 0.38 0.18 0.01 0.1 0.1 0.01 0.18 6 W Broadway St (SR 426) Pine Ave Lake Jessup Ave 0.01 0.17 0.17 0.51 0.11 0.11 0.25 0.01 0.12 0.12 0.01 0.05 0.19 7 W Broadway St (SR 426) Lake Jessup Ave Central Ave (SR 434) 0.03 0.21 0.21 0.34 0.11 0.1 0.36 0.11 0.12 0.12 0.11 0.06 0.2 8 E Broadway St (CR 419) Central Ave (SR 434) Reed Rd 0.12 0.21 0.21 0.9 0.09 0.04 0.19 0.07 0.03 0.03 0.07 0.01 0.2 9 E Broadway St (CR 419) Reed Rd Lockwood Blvd 0.13 0.10 0.1 0.18 0.06 0.03 0.11 0.04 0.03 0.03 0.04 0.18 0.03 10 E Broadway St (CR 419) Lockwood Blvd Snow Hill Rd 0.51 0.09 0.10 0.1 0.15 0.06 0.06 0.11 0.04 0.01 0.01 0.04 0.15 0.05 0.7 11 E Broadway St (CR 419) Snow Hill Rd Lake Mills 0.51 0.09 0.10 0.1 0.15 0.06 0.06 0.11 0.04 0.01 0.01 0.04 0.15 0.3 12 Central Ave (SR 434) McCulloch Rd Chapman Rd 0.04 0.18 0.12 0.12 0.11 0.17 0.17 0.16 0.09 0.25 0.25 0.09 13 Central Ave (SR 434) Chapman Rd Alafaya Woods Blvd 0.04 0.18 0.12 0.12 0.11 0.17 0.17 0.16 0.09 1 1 0.09 14 Central Ave (SR 434) Alafaya Woods Blvd Mitchell Hammock Rd 0.04 0.18 0.12 0.12 0.11 0.17 0.17 0.16 0.09 0.5 0.5 0.09 0.03 15 Central Ave (SR 434) Mitchell Hammock Rd W Broadway St (SR 426) 0.10 0.1 0.14 0.2 0.09 0.25 0.25 0.09 0.04 0.15 16 Central Ave (SR 434) W Broadway St (SR 426) Magnolia St 0.06 0.17 0.17 0.03 0.81 0.33 0.1 0.1 0.33 0.08 0.71 17 Central Ave (SR 434) Magnolia St SR 417 0.06 0.12 0.12 0.15 0.35 0.1 0.1 0.35 0.07 0.73 18 Central Ave (SR 434) SR 417 Spring Ave 0.06 0.12 0.12 0.15 0.02 0.02 0.35 19 Chapman Rd W Broadway St (SR 426) Oak Circle 0.25 0.25 20 Chapman Rd Oak Circle Central Ave (SR 434) 0.25 0.25 21 DeLeon St Florida Ave Cress Run 0.01 22 Florida Ave Division St Oklahoma Ave 0.35 0.05 23 Florida Ave Okalohoma Ave Van Arsdale St 24 Geneva Rd (CR 426) E Broadway St (CR 419) Reed Rd 0.01 0.43 0.43 0.11 0.06 0.06 0.04 0.04 0.04 0.21 0.05 25 Geneva Rd (CR 426) Reed Rd Old Mims Rd 0.01 0.09 0.10 0.1 0.12 0.03 0.04 0.04 0.03 0.03 0.12 0.23 26 Lockwood Blvd McCulloch Rd Oviedo City Limits 0.03 0.5 27 Lockwood Blvd Oviedo City Limits Mitchell Hammock Rd 0.07 0.09 0.15 0.15 0.2 0.5 28 Lockwood Blvd Mitchell Hammock Rd E Broadway St (CR 419) 0.37 0.18 0.45 0.06 0.45 0.57 29 Lockwood Blvd E Broadway St (CR 419) Geneva Rd (CR 426) 0.01 0.09 0.78 0.78 0.67 30 McCulloch Rd SR 434 Lockwood Blvd 0.01 0.07 0.02 0.01 0.01 31 McCulloch Rd Lockwood Blvd Old Lockwood 0.01 0.07 0.02 0.01 0.01 32 Mitchell Hammock Rd W Broadway St (SR 426) Lake Jessup Ave 0.23 0.36 0.05 0.05 0.23 0.25 0.04 0.13 0.13 0.27 33 Mitchell Hammock Rd Lake Jessup Ave Oviedo Blvd 0.27 0.55 0.07 0.07 0.03 0.06 0.08 0.02 0.13 0.13 0.31 34 Mitchell Hammock Rd Oviedo Blvd Lockwood Blvd 0.3 0.27 0.3 0.03 0.06 0.12 0.12 0.3 0.37 35 Red Bug Lake Rd Rising Sun Blvd Slavia Rd 36 Red Bug Lake Rd Slavia Rd SR 417 0.14 0.14 37 Red Bug Lake Rd SR 417 W Broadway St (SR 426) 0.09 0.18 0.07 0.07 0.14 0.31 0.1 0.02 0.17 0.17 0.02 38 Reed Rd E Broadway St (CR 419) Geneva Rd (CR 426) 0.01 39 Slavia Rd Red Bug Lake Rd SR 426 6/5/2012 Table 7: Distribution - 8 of 25 Oviedo 2012 TCMS_06-05-12.xlsx