Project Level Traffic Forecast Report Business 40 Reconstruction Study Forsyth County

Project Level Traffic Forecast Report Business 40 Reconstruction Study Forsyth County TIP No. U-2827 B WBS # 34872.1.1 June 2013 Prepared for North Carolina Department of Transportation Prepared by

Project Level Traffic Forecast Report TIP PROJECT U-2728B Business 40 Reconstruction Study Forsyth County WBS # 34872.1.1 June 2013 Prepared By: RS&H FINAL

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Table of Contents Page No. 1.0 Project Background... 1 1.1 Project Request Information... 1 1.2 Forecast History... 2 1.3 Area Information... 2 1.4 Route Information... 2 2.0 Sources of Information... 8 2.1 Related Forecasts... 8 2.2 Historic Data... 8 2.3 Field Data Collection... 8 2.4 Field Investigation... 8 3.0 Existing Conditions... 15 3.1 Assumptions... 15 3.2 Methodology... 16 3.3 Design Factors... 16 4.0 General Model Data... 23 5.0 2040 No Build Conditions... 28 5.1 Assumptions... 28 5.2 Methodology... 28 5.3 Historic AADT and Model Forecasted Growth Rates... 33 5.4 Design Factors... 38 6.0 2040 Build Conditions Scenario 1... 3 6.1 Assumptions... 3 6.2 Methodology... 3 6.3 Design Factors... 44 7.0 2040 Build Conditions Scenario 2... 45 7.1 Assumptions... 45 7.2 Methodology... 45 7.3 Design Factors... 51 8.0 Comparison with Past Forecasts... 52 i

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report List of Tables FINAL Page No. Table 1 11 Population and Employment Growth Rates in Forsyth County... 2 Table 2 1 List of Past Forecastss in the Study Area... 8 Table 2 22 Existing Conditions Traffic Forecasts... Table 2 3 Field Data Collection... 12 Table 3 1 Study Intersections... 15 Table 3 2 Seasonal AADT Adjustment Factors... 17 Table 3 33 Hour to Day Intersection Turning Movement Count Multiplication Factors... 18 Table 3 4 Existing Conditions Traffic Factors... 1 Table 4 1 Base Year Model Estimates Comparison... 24 Table 5 1 2040 No Build Conditions Annual Growth Rates... 28 Table 5 2 2040 No Build Conditions Traffic Forecasts... 30 Table 5 3 Historic Growth Rates... 34 Table 5 4 Model Validation... 35 Table 5 55 2040 No Build Conditions Traffic Factors... 38 Table 6 1 2040 Build Conditions Scenario 1 Traffic Forecasts... 41 Table 6 2 2035 Build Conditions Scenario 1 Traffic Factors... 44 Table 7 1 2040 Build Conditions Scenario 2 Traffic Forecasts... 48 Table 7 2 2035 Build Conditions Scenario 2 Traffic Factors... 51 Table 8 1 Comparison of Past Forecasts... 53 ii

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report List of Appendices FINAL Appendix A Figures Figure 1 Study Area Figure 2 2040 Build Conditions Scenario 1 Roadway Improvements Figure 3 2040 Build Conditions Scenario 2 Roadway Improvements Figure 4 Existing Conditions Traffic Forecasts Figure 5 2040 No Build Conditions Traffic Forecasts Figure 6 2040 Build Conditions Scenario 1 Traffic Forecasts Figure 7 2040 Build Conditions Scenario 2 Traffic Forecasts Appendix B Traffic Count Data Appendix C 24 Hour Turning Movement Spreadsheet Appendix D Peak Hour Turning Movement Spreadsheet Appendix E Traffic Forecast Utility Worksheets Appendix F Map of projects included in the 2040 Highway Network Appendix G Martin Luther King, Jr. Drive Extension Feasibility Study Section IV A Appendices B through G are included electronically in the CD attached to the backk cover. iii

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 1.0 Project Background This report provides the background information, forecasting methodology, and traffic forecastss for the Business 40 Reconstructi on project in Forsyth County. Figure 1 shows the major roadways in the vicinity of the study area and the intersections includedd in this forecast. All of the figures for this report are presented in Appendix A. 1.1 Project Request Information The Project Development and Environmental Branch (PDEA) of the North Carolina Department of Transportation (NCDOT) requested a traffic forecast for the reconstruction of Business 40 between Fourth Street and Church Street in downtown Winston Salem in June. The reconstruction segment of Business 40 is approximately 1.1 miles long and includes pavement rehabilitation, bridge replacements, and various safety improvements. During its reconstruction, the Business 40 facility between NC 1500 (Peters Creek Parkway) and US 52 will need to be closed, with detour routes being designated through downtown Winston Salem and the surrounding area. The NCDOT currently estimatess that when Business 40 would be fully closed, the reconstruction period would be approximate ely two years. This project is included in the NCDOT 2012 2020 Statee Transportation Improvement Program (STIP) as U 2827B. This forecast replaces the previous forecast for this project dated September 1, 2007. The following scenarios were requested: 1. Existing Conditions 2. 2040 No Build Conditions Completee Martin Luther King, Jr. Drive Extension. Convert First Street and Second Street to two way streets. 3. 2040 Build Conditions Scenario 1 (as shown in Figure 2) Retain full interchange at Peters Creek Parkway. Remove interchange at Broad Street. Reconstruct full interchange at Marshall Street/Cherry Street. Remove partial interchange at Liberty Street.. Provide partial interchange at Main Street (too Business 40 EB/from Business 40 WB). Provide two lanes in each direction along Business 40. Provide one auxiliary lane along Business 40 EB and WB between Peters Creek Parkway and Marshall Street. 4. 2040 Build Conditions Scenario 2 (as shown in Figure 3) Retain full interchange at Peters Creek Parkway. Provide partial interchange at Broad Street (to Business 40 EB/from Business 40 WB). Remove interchange at Marshall Street/Cherry Street. Convert Marshall Street and Cherry Street too two way streets. Provide full interchange at Liberty Street/Main Street. 1

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Provide two lanes in each direction along Business 40. Provide one auxiliary lane along Business 40 EB and WB between Broad Street and Liberty Street. 1.2 Forecast History A previous forecast was completed for this project in September 2007. This forecast was used as a component of the current forecast and is further described in Sections 2 and 8 of this report. 1.3 Area Information According to the 20 U.S. Census data, Forsyth County s population was 265,878. Between 2000 and 20, the population increased at the annual rate of 1.46 percent. This population rate increase indicates that Forsyth County is a moderate growth area. The North Carolina State Data Center has projected that the population of Forsyth County between 2000 and 2030 will continue to increase at an annual rate of 1.45 percent. Annual historical employment data from to 20 was obtained from the North Carolina Employment Security Commission (NCESC) for Forsyth County. This dataa indicates that employment within Forsyth County has grown at an annual rate of 0. percent. In addition, the NCESC has projected an annual employment growth rate of 1.0 percent statewide between 2006 and 2016. No projected growth data was available for Forsyth County/Winston Salem. Table 1 11 summarizes the historic and projected population and employment growth rates for Forsyth County. Table 1 1 Population and Employment Growth Rates in Forsyth County Category Annual Growth Rates Historic (%) Projected (%) Population Employment 1.46 0. 1.45 1.0 Source: U.S. Census Data, 2000; ; North Carolina State Data Center, 2000 2030; North Carolina Employment Security Commission Annual Historical Employment Data, Forsyth County, 20. 1.4 Route Information The study area is located in Winston Salem, which is in Forsyth County, NC. Business 40 and US 52 bisect the downtown Winston Salem area which is a highly developed commercial district. Cross streets provide access to/ /from residential districts located on the outer portions of the study area. The following provides a brief description off the study area roads: 2

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Business 40: Business 40 is a limited access, four lane divided freeway in the city of Winston Salem that departs from I 40 west of Silas Creek Parkway and reconnects to I 40 east of NC 66 / NC 150. Business 40 is also signed as US 421 in the study area, and is designated as a Strategic Highway Corridor by the NCDOT. In the study area, there are interchanges located at the following cross streets: Peters Creek Parkway (Exit #5A) Broad Street (Exit #5B) High Street/Marshall Street/Cherry Street (Exit #5C) Liberty Street/ Main Street (Exit #5D) US 52 (Exit #6A and 6B) Martin Luther King, Jr. Drive (Exit #6C) Peters Creek Parkway: Peters Creek Parkway (NC 150) is a four laneside of Business 40 turning into Second Street northeast of Brookstown Avenue on the northernn side of Business 40. South of Business 40, the roadway is classified as a minor arterial; north of Business 40, the roadway is classified as a collector. A 3 leg diamondd interchange provides access to and from Business 40. Within two way, north/south roadway extending from south of I 40 on the southern the study area, Peters Creek Parkway has commercial developmentt along the roadway and also provides access to the BB&T Ballpark north of Business 40. Broad Street: Broad Street is a two lane, two way, north/south roadway extending from north of I 40 on the southern side of Business 40 turning into Thurmond Street north of Northwest Boulevard on the northern side of Business 40. Within the downtown area, this roadway is classified as a collector. A partial cloverleaf interchange provides access to and from Business 40. Broad Street has commercial development along the roadway north of Academy Street and residential development south of Academy Street. Marshalll Street: Marshall Street is a two lane to three lane roadway extending from Salem Avenue on the southern side of Business 40 turning intoo University Parkway north of Northwest Boulevard. North of Business 40, this roadway is classified as a principal arterial. North of High Street, Marshall Street is a one way southbound roadway. South off High Street, Marshall Street is a two way, north/south roadway. Two on ramps, for r eastbound and westbound Business 40, provide access from Marshall Street to Business 40. Marshall Street has commercial development along the roadway north of Academy Street and throughout the downtown area and residential development south of Academy Street. Marshall Street and Cherry Street make up a one way pair. 3

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Cherry Street: Cherry Street is a three lane roadway extending from Brookstown Avenue on the southern side of Business 40 turning into University Parkway north of Northwest Boulevard on the northern side of Business 40. North of Business 40, this roadway is classified as a principal arterial. North of High Street, Cherry Streett is a one way northbound roadway. Between High Street and Brookstown Avenue, Cherry Street is a two way, north/southh roadway. One westbound off ramp provides access to Cherry Streett from Business 40. Cherry Street has commercial development along the entire length of thee roadway which includes the downtown area. Trade Street: Trade Street is a two lane, two way, north/south roadway extending from Fourth Street to Glenn Avenue. In the study area, Trade Street provides accesss to commercial development south of Martin Luther King, Jr. Drive, including the Winston Salem Transit Authority. Liberty Street: Liberty Street is a one way southbound roadway extending from Martin Luther King, Jr. Drive on the northern side of Business 40 turning into Old Salem Road at Brookstown Avenue on the southern side of Business 40. From Martin Luther King, Jr. Drive to Third Street, Liberty Street is a two lane roadway. From Third Streett to Brookstown Avenue, Liberty Street is a three lane roadway. One on ramp provides access from eastboundd Business 40 to Liberty Street. Liberty Street has commercial development along the entire length of the roadway which includes the provides access to westbound Businesss 40 from Liberty Street. One off ramp downtown area. Liberty Street also provides access to Downtown Middle School just south of Business 40 and Winston Salem City Hall north of Firstt Street. Liberty Street and Main Street make up a one way pair. Main Street: Main Street is a one way northbound collector road extending from Martin Luther King, Jr. Drive on the northern side of Business 40 turning into Old Salem Road at Brookstown Avenue on the southern side of Business 40. Main Street continuess as a two way collector road south of Brookstown Avenue. From Martin Luther King, Jr. Drive to Fifth Street, Main Street is a two lane roadway. From Fifth Street to Brookstownn Avenue, Main Streett is a three lane roadway. One on ramp provides access to eastbound Business 40 from Main Street. Two offramps provide access from eastbound and westbound Business 40 to Main Street. Main Street has commercial development along the entire length of the roadway which includes the downtown area. Main Street also provides access to City Hall north of First Street. Patterson Avenue: Patterson Avenue is a north/south roadway located north of Business 40, extending from Third Street to University Parkway. Thiss roadway iss parallel to US 52, crossing it at an interchange north of Akron Drive. In the studyy area, Patterson Avenue is a two lane roadway that provides access to commercial development north and south of Martin Luther King, Jr. Drive. 4

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Linden Street: Lindenn Street is a north/south roadway located north of Business 40, extending from south of Third Street to Martin Luther King, Jr. Drive. Lindenn Street ends directly across Martin Luther King, Jr. Drive from the US 52 southbound off ramp. In the study area, Linden Street is a three lanee roadway that provides access to commercial development south of Martin Luther King, Jr. Drive. US 52: US 52 is a four lane divided north/ /south freeway with limited accesss that provides a connection between I 74 near Mt. Airy and I 85 near Lexington. For this project, the following interchanges are being studied: Business 40 (Exit #A and B) Full Cloverleaf Interchange Martin Luther King, Jr. Drive (Exit #1B) Modified Partial Cloverleaf Interchange Martin Luther King, Jr. Drive: North of Business 40, Martin Luther King, Jr. Drive is a four lane, east/west major thoroughfare from just west of Marshall Street to Highland Avenue. Just east of Highland Avenue, Martin Luther King, Jr. Drive curvess to becomee a north/south roadway and ends at Thomasville Road south of Business 40. From US 52 to New Walkerton Road, this roadway is classified as a minor arterial. This roadway is classified as a collector road from New Walkerton Road to south of Business 40. Modified partial cloverleaf interchanges provide access to and from US 52 and Business 40. Martin Luther King, Jr. Drive has commercial development located along it from just west of Marshall Street to Fifth Street. From Fifth Street to north of Business 40, Martin Luther King, Jr. Drivee provides access to mainly residential development as welll as some commercial development. From south of Business 40 to Reynolds Park Road, Martin Luther King, Jr. Drive runs through Winston Salem State University. South of Winston Salealong the roadway to Tower Street where the development transitions to residential until the State University, Martin Luther King, Jr. Drive has commercial development roadway ends at Thomasville Road. Academy Street: Academy Street is an east/west roadway located south of Business 40, extending from Irving Street to Church Street. In the study area, Academy Street is a two lane roadway that provides access to commercial development eastt and west of Peters Creek Parkway. Wachovia Street: Wachovia Street is an east/west roadway south off Business 40 extending from Green Street to Brookstown Avenue. Wachovia Street is a two lane study area. Brookstown Avenue: Brookstown Avenuee is a two lane, northwest/southeast roadway extending from West End Boulevard on the northern side of Business 40 to Marshall Street and roadway that provides access to residential and commercial development in the then curves to become an east/west roadway from Marshall Street to Main Street on the southern side of Business 40. Within the study area, Brookstown Avenue provides access to commercial development. 5

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL High Street: High Street is a one way, two lane eastbound roadway located south of Business 40, extending from Brookstown Avenue to Cherry Street. One off ramp provides access from eastbound Business 40 to High Street. High Street provides access to commercial development in the study area. Cemetery Street: Cemetery Street is a two lane, to Salem Avenue. Cemetery Street provides access to east/west roadway located south of Business 40, extending from Liberty Street commercial development and Salem Cemetery. Lowery Street: Lowery Street is a two lane, east/west roadway located south of Business 40, extending from just west of Martin Luther King, Jr. Drive to just east of Miami Road. Lowery Street provides access to commercial development parallel to Business 40. In the study area, Lowery Street provides access to Martin Luther King, Jr. Drive from eastbound Business 40. First Street: West of US 52, First Street varies from a one way to a two way roadway extending from Stratford Road to Salem Avenue. From Green Street extending west, this roadway is classified as a collector road. From Main Street to Peters Creek Parkway, First Street is a oneway, two lane westbound roadway. First Street provides three lanes between Cherry Street and Main Street and becomes a two way, four lane divided roadway between Main Street and Chestnutt Street and two way, two lane divided roadway between Chestnut Street and Salem Avenue. In this area, First Streett provides access to downtown commercial properties. East of US 52, First Street is a two lane, east/west roadway extending from Cleveland Avenue to east of Cameron Avenue. First Street provides access to eastbound Businesss 40 from Martin Luther King, Jr. Drive and residential properties in this area. Second Street: West of US 52, Second Street is a one way, two lane eastbound roadway extending from Brookstown Avenue to Chestnut Street. Second Street provides three lanes between Cherry Street and Main Street and becomes a two way, three lane divided roadway between Main Street and Church Street. In this area, Second Street provides access to downtown commercial properties. East of US 52, Second Street is a two lane, east/ /west roadway in a residential area; however, this portion of Second Street is not included in the study area. Third Street: Third Street varies from a one way Lane, Third Street iss a two way, three lanee roadway. From to a two way roadway depending on location. From Cherry Street to Town Run Town Run Lane NW to Main Street, Third Street is a one way, two lane westbound roadway. In this areaa Third Street provides access to downtown properties. From Main Street to Fifth Street, east of US 52, Third Street is a two way roadway that varies from two, three, and four lanes providing access to commercial and residential properties. 6

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Fourth Street: Fourth Street extends from First Street to Dunleith Avenue and from Cameron Avenue to Fifth Street. From First Street to Main Street, Fourth Street is a two way street providing connectivity to downtown and access to residential and commercial properties. In this areaa it varies from two to three lanes. Fourth Street becomes a one way, two lane eastbound roadway from Main Street to Patterson Avenue. From Patterson Avenue to Dunleith Avenue, Fourth Street is again a two way roadway with two lanes that connects downtown and residential areas across US 52 and ends at Somerset Court Assisted Living at University Place. On the other side of Somerset Courtt Assisted Living, Fourth Street provides access to residential homes from Cameron Avenue to Fifth Street. Fifth Street: From Clover Street to Broad Street, Fifth Street is a one way, two lane westbound roadway. Fifth Street is a two way roadway from Broad Street to Business 40 and varies from two, three and four lanes depending on location. Fifth Street connects residential and commercial properties to downtown and also provides access to Business 40. 7

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 2.0 Sources of Information 2.1 Related Forecasts A traffic forecast was prepared for this project in September 2007. A comparison of traffic volumes on the study area roads from the current forecast with the past forecast is presented in Table 8 1 later in this report. Table 2 1 provides information on this past forecast. Table 2 1 List of Past Forecasts in the Study Area Forecast No. Date 1 Sept. 1, 2007 Project Name U 2827B: Improvements within the Central Business District of the City of Winston Salem in Forsyth County along I 40 Business andd W. 1 st Street from west of W. 4 th Street to Church Street Forecast Preparer Paul S. Schroeder Forecast Base Year 2007 Forecast Future Year 2035 The 2007 traffic forecast for U 2827B was prepared using the Piedmont Triad Regional Model (PTRM) version 1.0 with 2007 as the base year and 2035 as the future year. The 2007 forecast used growth rates ranging from 0.16 to 2.35 percent per year. Roadway improvements included in the 2035 Build Scenarios within the 2007 forecast differ from the 2040 Build Conditions improvements presented in this current traffic forecast report. 2.2 Historic Data Historic Annual Average Daily Traffic (AADT) data was requested in the study area from 18 to 200 from the NCDOT Traffic Survey Unit. Table 2 2 shows a comparison of the current and historic AADT counts along with the selected Existing Conditions traffic forecasts for the study area roads. 2.3 Field Data Collection Project specific traffic counts were conducted in the study area in July and August with additional counts conducted in May and October 2012. Continuous 48 hour mainline traffic counts were conducted at 88 locations and 16 hour intersectionn turning movement counts (TMC) were performed at 42 locations in the study area. Table 2 3 shows the locations and dates of the project specific traffic counts. Appendix B presents the traffic count files in electronic version, which are on a CD attached to the back cover of this report. 2.4 Field Investigation During the turning movement counts, field investigations were conducted at all intersections analyzed for the forecast. The lane configurations, speeds limits, and major land uses at each intersection were noted. 8

Table 2 2 Existing Conditions Traffic Forecasts Main Roadway Location 18 2001 2003 2005 2007 2008 200 20 Historic AADT Forecasted to Project Specific TMC Counts AADT Project Specific Mainline Counts AADT Selected AADT Value Peters Creek Pkwy south of Academy St 26,000 27,000 26,000 25,000 28,000 25,000 25,00 22,827 21,51 22,000 Peters Creek Pkwy north of Academy St 27,000 24,000 24,000 28,000 22,000 23,200 21,732 22,000 Peters Creek Pkwy south of Business 40 17,334 20,000 Peters Creek Pkwy north of Business 40 8,735 7,44 8,400 Peters Creek Pkwy north of First St 7,4 7, Broad St south of Wachovia Ave 7,583 6,82 7,00 Broad St south of Business 40,015 8,00 Broad St north of Business 40 13,000 13,000 12,000 11,000,500 14,386 14,500 Broad St north of First St 14,520 12,41 14,700 Broad St south of Second St 13,853 13,800 Broad St north of Second St 15,721 15,0 Marshall St south of Brookstown Ave 2,80 2, Marshall St south of High St 3,00 3,500 3,500 3,200 3,000 3,043 3,045 2,0 Marshall St south of Business 40 1,73 2,151 1,0 Marshall St between Bus 40 Ramps 4,71 4,00 Marshall St south of First St,500 7,0 7,500 8,00 7,500 8,228 8,400 Marshall St south of Second St 7,3 7,700 Marshall St north of Second St 7,344 7,1 8,000 Marshall St north of Fourth St 14,000,300 8,000,000 8,200 6,700 8,40 8,000 Marshall St north of Fifth St 8,30 7,00 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 17,500 18,800 17,000 15, 15,500 16,003 15,7 15,800 Marshall St/Cherry St north of Martin Luther King, Jr. Dr 18,475 18,0 18,300 Cherry St south of High St 801 757 0 Cherry St south of Business 40 3,513 4,084 3,700 Cherry St south of First St 6,27 6,400 Cherry St south of Second St 6,300 6,500 Cherry St south of Third St 7,318 5,812 7,000 Cherry St south of Fourth St 8,34 8,300 Cherry St south of Fifth St 8,0 7,00 6,300 6,800 6,000 7,307 7,200 Cherry St north of Fifth St 6,467 6,700 Trade St south of Fifth St 2,725 2,800 Trade St north of Fifth St 2,645 2,700 Trade St south of Martin Luther King, Jr. Dr 2,012 2,000 Trade St north of Martin Luther King, Jr. Dr 2,573 2,0 Liberty St south of Cemetery St 3,013 2,85 2,00 Liberty St south of Business 40 4,031 3,362 4,000 Liberty St between Bus 40 Ramps 3,570 3,400 Liberty St north of Business 40 6,683 6,800 Liberty St north of First St 7,300 7,000 6,0 6,800 6,500 6,215 6,0 Liberty St north of Second St 7,261 5,662 7,700 Liberty St south of Third St 6,000 Liberty St north of Third St 4, 5,000 Liberty St north of Fourth St 5,148 5,0 Liberty St north of Fifth St 2,5 3,500 Liberty St south of Martin Luther King, Jr. Dr 4,018 4, Main St south of Cemetery St 4,00 4,300 4,500 4,200 4,000 3,41 3,623 4,200 Main St south of Business 40 6,052 5,747 6,500 Main St between Bus 40 Ramps 6,0 6,000 Main St north of Business 40 6,500 7,00 7,800 8, 8,0,40,00 Main St north of First St 6,075 6,200 Main St north of Second St 8,83 7,056 8,00 Main St north of Third St 6,456 6,400 Main St north of Fourth St 6,000 4,400 4, 4, 3,00 3,200 4,625 4,700 Main St north of Fifth St 3,456 3,500 Patterson Ave south of Martin Luther King, Jr. Dr 1,652 1,56 1,0 Patterson Ave north of Martin Luther King, Jr. Dr 4,476 4,381 4,400 Linden St south of Martin Luther King, Jr. Dr 2,300 1,500 1,200 80 5 300 2,15 1,244 2, US 52 south of Business 40 6,000 62,000 65,000 64,000 62,000 52,506 53,557,400 US 52 north of Business 40 65,000 75,000 3,000 84,000 8,000 88,000 3,200 71,218 72,06 7,400

Table 2 2 Existing Conditions Traffic Forecasts Continued Main Roadway Location 18 2001 2003 2005 2007 2008 200 20 Historic AADT Forecasted to Project Specific TMC Counts AADT Project Specific Mainline Counts AADT Selected AADT US 52 south of Martin Luther King, Jr. Dr 80,000 1,000 83,000 87,000 86,000 88,200 7,400 US 52 north of Martin Luther King, Jr. Dr 65,000 82,000 75,000 80,000 77,000 81,00 76,634 77,000 Martin Luther King, Jr. Dr south of Lowery St 22,000 1,000 26,000 22,000 1,000 1,000 1,400 15,463 15,802 15,700 Martin Luther King, Jr. Dr south of Business 40 16,402 15,800 Martin Luther King, Jr. Dr south of First St 16,800 Martin Luther King, Jr. Dr north of First St 18,000 1,000 1,000 18,000 1,000 16,000 17,200 15,402 13,42 15,000 Academy St west of Peters Creek Pkwy 13,000 12,000 12,000 11,000 11,000 11,000,300 8,127 8,000 Academy St east of Peters Creek Pkwy 6,700 6,200 6, 6,000 5,700 5,632 5,0 Wachovia St west of Broad St 777 800 Wachovia St east of Broad St 1,051 877 1,000 Brookstown Ave west of Marshall St 2,000 1,300 1,400 1,500 1,200 1,001 1,000 Brookstown Ave east of Marshall St 1,220 1,300 Brookstown Ave west of Cherry St 2,226 2,200 Brookstown Ave east of Cherry St 2,283 1,16 2,000 High St west of Bus 40 EB Off Ramp 571 550 0 High St west of Marshall St 4,072 3,766 4, High St west of Cherry St 4,008 3,0 4,300 Cemetery St east of Liberty St 2,054 1,8 2, Cemetery St east of Main St 2,001 1,800 Lowery St west of Martin Luther King, Jr. Dr 11 300 Business 40 west of Peters Creek Pkwy 70,000 6,000 70,000 6,000 6,000 70,156 70,000 Business 40 west of Broad St 71,000 76,000 76,000 76,000 75,000 76,700 74,800 Business 40 east of Broad St 66,000 77,000 76,000 77,000 76,000 78,700 74,800 Bus 40 EB Off Ramp north of High St 3,83 3,65 3,500 Bus 40 WB On Ramp at Marshall St 3,257 3,125 3,500 Business 40 EB between Marshall St ramps 33,00 Business 40 WB between Marshall St ramps 33,00 Bus 40 EB On Ramp from Marshall St 2,73 2,620 3,300 Bus 40 WB Off Ramp at Cherry St 3,001 2,44 2,700 Business 40 EB west of Liberty St 32,500 36,500 36,000 36,500 36,000 37,000 37,200 Business 40 WB west of Liberty St 32,500 36,500 36,000 36,500 36,000 37,000 36,0 Bus 40 WB On Ramp at Liberty St 3,113 3,14 3,400 Bus 40 EB Off Ramp at Liberty St/Main St 3,551 3,400 Bus 40 EB Off Ramp at Liberty St 685 658 0 Bus 40 EB Off Ramp at Main St 2,866 2,800 Business 40 EB between Main St ramps 33,800 Business 40 WB between Main St ramps 33,200 Bus 40 EB On Ramp at Liberty St/Main St 2,08 2,666 3,300 Bus 40 WB Off Ramp at Main St 4,388 4,125 3,00 Business 40 west of US 52 66,000 70,000 68,000 6,000 68,000 6,200 70,761 74,200 Business 40 east of US 52 65,000 75,000 73,000 74,000 73,000 75,500 78,200 Business 40 east of Martin Luther King, Jr. Dr 6,000 67,000 6,000 68,000 68,000 70,085 74,800 First St west of Peters Creek Pkwy 3,717 3,700 First St west of Broad St 4,037 4,000 First St east of Broad St 3,746 3,51 3,800 First St west of Marshall St 3,836 3,00 First St west of Cherry St 4,581 4,0 First St west of Liberty St 4,23 4,700 First St west of Main St 5,880 4,00 First St east of Main St 4,747 3,0 First St west of Martin Luther King, Jr. Dr 24 1,000 First St east of Martin Luther King, Jr. Dr 3,650 3,800 Second St west of Broad St 6,484 6,500 Second St east of Broad St 4,416 4,8 4,300 Second St west of Marshall St 5,387 5,400 Second St west of Cherry St 5,732 5,700 Second St east of Cherry St 4,635 5,200 Second St west of Liberty St 6,113 5,200 Second St west of Main St 7,15 6,300

Table 2 2 Existing Conditions Traffic Forecasts Continued Main Roadway Location 18 2001 2003 2005 2007 2008 200 20 Historic AADT Forecasted to Project Specific TMC Counts AADT Project Specific Mainline Counts AADT Selected AADT Second St east of Main St 5,065 4,000 Third St east of Cherry St 1,81 1,00 Third St west of Liberty St 1,822 1,00 Third St west of Main St 2,882 2,00 Third St east of Main St 2,861 3,000 Fourth St west of Marshall St 7,01 7,000 Fourth St west of Cherry St 6,771 6,800 Fourth St west of Trade St 6,1 6, Fourth St west of Liberty St 5,135 5, Fourth St west of Main St 4,522 4,700 Fourth St east of Main St 4,018 4,200 Fifth St west of Marshall St 5,581 5,0 Fifth St west of Cherry St 5,62 5,700 Fifth St west of Trade St 6,323 6,200 Fifth St west of Liberty St 5,773 5,00 Fifth St west of Main St 5,50 6,000 Fifth St east of Main St 5,230 5,200 Martin Luther King, Jr. Dr west of Marshall St 182 300 Martin Luther King, Jr. Dr east of Cherry St 6,0 7,300 6,400 7, 7,000 7,141 6,31 7,0 Martin Luther King, Jr. Dr west of Liberty St 8,700 8,00 8,400,,000,728,0 Martin Luther King, Jr. Dr west of Patterson Ave,000,000,0,000,800,3 11,482 11, Martin Luther King, Jr. Dr west of Linden St 12,238 12,700 Martin Luther King, Jr. Dr west of US 52 11,000 11,000 12,000 12,300 12,116 11,0 Martin Luther King, Jr. Dr east of US 52 11,203,76 11,200

Table 2 3 Field Data Collection Location Type of Count Date(s) Site # Peters Creek Pkwy south of Academy St Mainline 8/2/ 1 Bus 40 EB On Ramp from Peters Creek Pkwy Ramps 8/2/ 201 Business 40 EB west of Peters Creek Pkwy Mainline 8/31/ 202 Bus 40 EB Off Ramp to Peters Creek Pkwy Ramps 8/31/ 203 Bus 40 WB On Loop from Peters Creek Pkwy Ramps 8/31/ 301 Business 40 WB west of Peters Creek Pkwy Mainline 8/31/ 302 Bus 40 WB Off Ramp to Peters Creek Pkwy Ramps 8/2/ 303 Peters Creek Pkwy north of Bus 40 WB Ramps Mainline 8/31/ 304 Peters Creek Pkwy south of First St Mainline 8/2/ 401 Broad St south of Wachovia St Mainline 8/31/ 501 Wachovia St east of Broad St Mainline 8/31/ 502 Bus 40 EB Off Loop to Broad St Ramps 8/31/ 1 Bus 40 EB On Ramp from Broad St Ramps 8/31/ 2 Bus 40 WB Off Ramp to Broad St Ramps 8/2/ 701 Bus 40 WB On Loop from Broad St Ramps 8/2/ 702 Broad St north of First St Mainline 8/2/ 801 First St east of Broad St Mainline 8/2/ 802 Second St east of Broad St Mainline 8/2/ 01 Bus 40 EB Off Ramp to High St Ramps 7/26/ 1 High St east of Brookstown Ave Mainline 7/26/ 2 Spruce St north of High St Mainline 7/26/ 3 Brookstown Ave south of High St Mainline 7/26/ 11 Marshall St north of Brookstown Ave Mainline 7/26/ 12 High St west of Marshall St Mainline 7/26/ 1201 Marshall St north of High St Mainline 7/26/ 1202 Bus 40 EB On Ramp from Marshall St Ramps 7/26/ 1301 Bus 40 WB On Ramp west of Spruce St Ramps 7/26/ 1401 Bus 40 WB On Ramp west of Marshall St Ramps 7/26/ 1402 Spruce St south of First St Mainline 7/26/ 1403 Marshall St north of Second St Mainline 7/20/ 11 Marshall St south of Martin Luther King Jr Dr Mainline 8/2/ 1701 Marshall St north of Martin Luther King Jr Dr Mainline 8/2/ 1702 Brookstown Ave east of Cherry St Mainline 7/26/ 1801 Cherry St north of Brookstown Ave Mainline 7/26/ 1802 Cherry St north of High St Mainline 7/26/ 1 High St west of Cherry St Mainline 7/26/ 2 Bus 40 WB Off Ramp to Cherry St Ramps 7/26/ 2001 Cherry St north of Second St Mainline 7/26/ 2201 Cherry St south of Martin Luther King Jr Dr Mainline 8/2/ 2301 Martin Luther King Jr Dr east of Cherry St Mainline 8/31/ 2302 Cherry St north of Martin Luther King Jr Dr Mainline 8/2/ 2303 Cemetery St east of Liberty St Mainline 7/26/ 2401 Liberty St south of Cemetery St Mainline 7/26/ 2402 Bus 40 EB Off Ramp to Liberty St Ramps 7/26/ 2501 Bus 40 WB On Ramp from Liberty St Ramps 7/26/ 21 Liberty St south of Bus 40 Mainline 7/26/ 22 Liberty St north of Second St Mainline 7/26/ 2801 Main St south of Cemetery St Mainline 7/26/ 201 Bus 40 EB Off Ramp to Main St Ramps 7/26/ 3001 Business 40 EB east of Main St Mainline 7/26/ 3002 Bus 40 EB On Ramp from Main St Ramps 7/26/ 3003 Bus 40 WB Off Ramp to Main St Ramps 7/26/ 31 Business 40 WB east of Main St Mainline 7/26/ 32

Table 2 3 Field Data Collection Continued Location Type of Count Date(s) Site # Main St south of Bus 40 Mainline 7/26/ 33 Main St north of Second St Mainline 7/26/ 3301 Martin Luther King Jr Dr west of Patterson Ave Mainline 7/20/ 3401 Martin Luther King Jr Dr east of Patterson Ave Mainline 7/20/ 3402 Patterson Ave north of Martin Luther King Jr Dr Mainline 7/20/ 3403 Patterson Ave south of Martin Luther King Jr Dr Mainline 7/20/ 3404 Bus 40 EB Off Loop to US 52 NB Ramps 8/2/ 3501 Bus 40 EB Off Ramp to US 52 SB Ramps 8/2/ 3502 Bus 40 WB Off Loop to US 52 SB Ramps 8/2/ 3503 Bus 40 WB Off Ramp to US 52 NB Ramps 8/2/ 3504 US 52 NB south of Bus 40 Mainline 8/2/ 3505 US 52 NB Off Ramp to Bus 40 EB Ramps 8/2/ 3506 US 52 NB Off Loop to Bus 40 WB Ramps 8/2/ 3507 US 52 SB south of Bus 40 Mainline 8/2/ 3508 US 52 SB Off Loop to Bus 40 EB Ramps 8/2/ 350 US 52 SB Off Ramp to Bus 40 WB Ramps 8/2/ 35 Linden St south of Martin Luther King Jr Dr Mainline 8/31/ 31 US 52 SB between Martin Luther King Jr Dr & Liberty St Mainline 7/20/ 32 US 52 SB Off Ramp to Martin Luther King Jr Dr Ramps 7/20/ 33 US 52 SB On Loop from Martin Luther King Jr Dr Ramps 7/20/ 34 Martin Luther King Jr Dr west of Highland Dr Mainline 7/20/ 3701 US 52 NB between Martin Luther King Jr Dr & Liberty St Mainline 7/20/ 3702 US 52 NB On Loop from Martin Luther King Jr Dr Ramps 7/20/ 3703 US 52 NB Off Ramp to Martin Luther King Jr Dr Ramps 7/20/ 3704 Bus 40 EB Off Loop to Martin Luther King Jr Dr Ramps 8/31/ 3801 Business 40 EB east of Martin Luther King Jr Dr Mainline 8/2/ 3802 Bus 40 EB On Ramp from Martin Luther King Jr Dr Ramps 8/2/ 3803 Lowery St east of Martin Luther King Jr Dr Mainline 8/2/ 3804 Martin Luther King Jr Dr south of Lowery St Mainline 8/31/ 3805 Bus 40 WB On Loop from Martin Luther King Jr Dr Ramps 8/2/ 301 Business 40 WB east of Martin Luther King Jr Dr Mainline 8/2/ 302 First St east of Wheeler St Mainline 8/2/ 303 First St east of Dunleith Ave Mainline 8/2/ 304 Martin Luther King Jr Dr north of First St Mainline 8/2/ 305 Bus 40 WB Off Ramp to First St/MLK Jr Dr Ramps 8/2/ 306 Academy St at Peters Creek Pkwy TMC 8/2/ 1 Business 40 EB Ramps at Peters Creek Pkwy TMC 8/31/ 2 Business 40 WB Ramps at Peters Creek Pkwy TMC 8/31/ 3 First St at Peters Creek Pkwy TMC 8/2/ 4 Wachovia St at Broad St TMC 8/31/ 5 Business 40 EB Ramps at Broad St TMC 8/2/ 6 Business 40 WB Ramps at Broad St TMC 8/2/ 7 First St at Broad St TMC 8/2/ 8 Second St at Broad St TMC 8/2/ Brookstown Ave at Marshall St TMC 7/28/ 11 High St at Marshall St TMC /28/ 12 First St at Marshall St TMC 7/21/ 15 Second St at Marshall St TMC 7/21/ 16 Martin Luther King, Jr. Dr at Marshall St TMC 8/3/ 17 Brookstown Ave at Cherry St TMC 7/28/ 18 First St at Cherry St TMC 7/20/ 21 Second St at Cherry St TMC 7/21/ 22 Martin Luther King, Jr. Dr at Cherry St TMC 8/3/ 23

Table 2 3 Field Data Collection Continued Location Type of Count Date(s) Site # First St at Liberty St TMC 7/27/ 27 Second St at Liberty St TMC 7/27/ 28 Cemetery St at Main St TMC 7/28/ 2 First St at Main St TMC 7/27/ 32 Second St at Main St TMC 7/27/ 33 Martin Luther King, Jr. Dr at Patterson Ave TMC 7/20/ 34 Martin Luther King, Jr. Dr at US 52 SB Ramp/Linden St TMC 7/20/ 36 Martin Luther King, Jr. Dr at US 52 NB Ramp TMC 7/20/ 37 First St/Bus 40 WB Ramps at Martin Luther King, Jr. Dr TMC 8/2/ 3 Third St at Cherry St TMC 5/15/2012 40 Third St at Liberty St TMC 5/15/2012 41 Third St at Main St TMC 5/15/2012 42 Fourth St at Marshall St TMC 5/15/2012 43 Fourth St at Cherry St TMC 5/15/2012 44 Fourth St at Trade St TMC 5/15/2012 45 Fourth St at Liberty St TMC 5/17/2012 46 Fourth St at Main St TMC 5/15/2012 47 Fifth St at Marshall St TMC 5/15/2012 48 Fifth St at Cherry St TMC 5/15/2012 4 Fifth St at Trade St TMC 5/17/2012 50 Fifth St at Liberty St TMC 5/15/2012 51 Fifth St at Main St TMC 5/15/2012 52 Martin Luther King, Jr. Dr at Liberty St TMC 5/17/2012 53 Martin Luther King, Jr. Dr at Trade St TMC /30/2012 54

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 3.0 Existing Conditions 3.1 Assumptions The project specific traffic counts along with the historic freeway mainline and ramp traffic count data, providedd by the NCDOT Traffic Survey Unit, were used to develop the directional splits, peak to day factors, and truck percentages for thee Existing Conditions. The roadway network under the current conditions was used to analyze the Existing Conditions and no other changes to the network were considered. The study intersections analyzed for this forecast are shown in Table 3 1 below. Table 3 1 Study Intersections 1 Academy St at Peters Creek Pkwy 2 Business 40 at Peters Creek Pkwy 3 First St at Peters Creek Pkwy 4 Wachovia St at Broad St 5 Business 40 at Broad St 6 First St at Broad St 7 Second St at Broad St 8 High St at Business 40 EB Off Ramp Brookstown Ave at Marshall St High St at Marshall St 11 Business 40 EB On Ramp at Marshall St 12 Business 40 WB On Ramp at Marshall St 13 First St at Marshall St 14 Second St at Marshall St 15 Fourth St at Marshall St 16 Fifth St at Marshall St 17 Martin Luther King, Jr. Dr at Marshall St/ Cherry St 18 Brookstown Ave at Cherry St 1 High St at Cherry St 20 Business 40 WB Off Ramp at Cherry St 21 First St at Cherry St 22 Second St at Cherry St 23 Third St at Cherry St 24 Fourth St at Cherry St 25 Fifth St at Cherry St 26 Fourth St at Trade St 27 Fifth Street at Trade St 28 Martin Luther King, Jr. Dr at Trade St 2 Cemetery St att Liberty St 30 Business 40 EB Off Ramp at Liberty St 31 Business 40 WB On Ramp at Liberty St 32 First St at Liberty St 33 Second St at Liberty St 34 Third St at Liberty St 35 Fourth St at Liberty St 36 Fifth Street at Liberty St 37 Martin Luther King, Jr. Dr at Liberty St/ Main St 38 Cemetery St att Main St 3 Business 40 EB Ramps at Main St 40 Business 40 WB Off Ramp at Main St 41 First St at Main St 42 Second St at Main St 43 Third St at Main St 44 Fourth St at Main St 45 Fifth St at Main St 46 Martin Luther King, Jr. Dr at Patterson Ave 47 Martin Luther King, Jr. Dr at Linden St 48 Business 40 at US 52 4 Martin Luther King, Jr. Drive at US 52 50 Lowery St at Martin Luther King, Jr. Dr 51 Business 40 at Martin Luther King, Jr. Dr 52 First St at Martin Luther King, Jr. Dr This project is currently fundedd and is expected to bee let by 2018. For the purposes of this traffic forecast, this project is assumed to be complete and open to traffic by 2040. 15

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report 3.2 Methodology FINAL The Existing Conditions traffic forecasts were primarily developed using the project specific counts and historic AADT data. Table 2 2 shows the current and historic AADT counts and the Existing Conditions traffic forecasts forr the study area roads. Existing Conditions AADT volumes with peak to day factors, directional splits and truck percentages are shown in Figure 4, which is presented in Appendix A. The project specific traffic count data was adjusted too develop AADT volumes using NCDOT seasonal factors. These seasonal factors provide an adjustment factor for each facility type and vary based on the month and day of the field count. These factors also differ based on the facility usage purpose (coastal or mountainn area recreational) and facility location (urban or rural region). The study area is not influenced by heavyy recreational traffic and is located in an urban area; therefore, the NCDOT Seasonal Factors for ATR Groupss 4 and 11, shown in Table 3 2, were used for this project. The 16 hour intersection turning movement counts were converted into AADT volumes using the NCDOT s hour to day factors for different facility types which are presented in Table 3 3. The hour to day factors provide the distribution of 24 hour traffic volumes by each hour of the day for different roadway types: interstates, US highways, NC highways, secondary roadways and locall streets. The turning movement volumes were estimated using the current travel trends, as observed in the project specific turning movement counts. Appendices C and D present the 24 hour and Peak Hour Turning Movement count data in a diagram format, respectively. The NCDOT Traffic Forecast Utility (TFU) spreadsheets were developed for each study intersection and are included in Appendix E. 3.3 Design Factors Table 3 4 compares the traffic factors developed from the project specific traffic counts and the previous forecast with the traffic factors selected for this forecast. The Existing Conditions traffic factors were selected based on the travel patterns observed from the project specific traffic counts and supplemented by the past forecasts. 16

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report Table 3 2 Seasonal AADT Adjustment Factors Month Day Seasonal Factors Group 11 + Group 4 ** May Monday 1.01 1.01 May Tuesday 0. 1.02 May Wednesday 0.5 1.00 May Thursday 0.88 0.8 July Monday 0.7 0.4 July Tuesday 1.00 0.4 July Wednesday 0.4 0.6 July Thursday 0.2 0.8 August Monday 0.6 0.1 August Tuesday 0.6 0.2 August Wednesday 0.5 0.2 August Thursday 0.0 0.88 September Monday 1.02 0.8 September Tuesday 1.02 0.8 September Wednesday 1.02 0.8 September Thursday 0.7 0.86 October Monday 0.8 0.1 October Tuesday 0. 0.1 October Wednesday 0.8 0.1 October Thursday 0.5 0.8 Source: NCDOT Traffic Survey Group FINAL + Used for urban and suburban interstate routes (Business 40 in the study area) ** Used for urban primary roads and high volume secondary roads (all other roadways in the study area) 17

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report Table 3 3 Hour to Day Intersection Turning Movement Count Multiplication Factors Hour US NC Highways* Highways + 12:00 AM 1: 00 AM 2: 00 AM 3: 00 AM 4: 00 AM 5: 00 AM 6: 00 AM 7: 00 AM 8: 00 AM : 00 AM :00 AM 11:00 AM 12:00 1: 00 2: 00 3: 00 4: 00 5: 00 6: 00 7: 00 8: 00 : 00 :00 11:00 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 6.% 5.70% 6.30% 7.40% 5.0% 5.0% 5.0% 5.0% 4.30% 3.50% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 1.00% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 5.80% 6.% 7.30% 6.00% 5.0% 5.0% 5.0% 5.0% 4.00% 3.70% 1.00% 1.00% Source: NCDOT Traffic Survey Group Primary Roads** 1.% 1.% 1.% 1.% 1.% 1.% 5.80% 5.80% 5.80% 5.80% 5.80% 5.80% 5.70% 4.30% 5.50% 7.20% 5.80% 5.80% 5.80% 5.80% 5.0% 4.30% 1.% 1.% Secondary Roads ++ 0.70% 0.70% 0.70% 0.70% 0.70% 0.70% 5.0% 5.0% 5.0% 5.0% 5.0% 5.0% 7.50% 5.0% 5.70% 7.50% 5.0% 5.0% 5.0% 5.0% 4.30% 4.% 0.70% 0.70% FINAL * Used for Business 40 and US 52 Ramps + Used for Peters Creek Pkwy ** Used for Academy St, Broad St, Brookstown Ave, Cherry St, First St, Second St, Third St, Fourth St, Fifth St, Liberty St, Linden St, Main St, Marshall St, Martin Luther King, Jr. Dr, Patterson Ave, and Trade St ++ Used for Cemetery St, High St, Lowery St, and Wachovia St 18

Table 3 4 Existing Conditions Traffic Factors Directional Split % (D) Design Hourly Volume % (K) Truck % (Duals/TTSTs) Major Roadway Location Mainline Counts * TMC + Other Forecasts ** Selected Value ++ Mainline Counts * TMC + Other Forecasts ** Selected Value ++ Mainline Counts * Other Forecasts ** Selected Value ++ Peters Creek Pkwy south of Academy St 57% 63% % 8% % % 3%/1% 3%/1% Peters Creek Pkwy north of Academy St 0% 62% % 0% % % 3%/1% Peters Creek Pkwy south of Business 40 0% 63% 65% % 0% 11% 12% % 2%/1% 3%/1% Peters Creek Pkwy north of Business 40 51% 61% 65% % 8% % 12% % 3%/0% 2%/1% 3%/1% Peters Creek Pkwy north of First St 0% % % % 0% % % % 2%/1% 3%/1% Broad St south of Wachovia Ave % % % % % % 2%/0% 3%/1% Broad St south of Business 40 0% 58% 55% % 0% % 11% % 2%/1% 3%/1% Broad St north of Business 40 0% 62% 55% % 0% % 12% % 2%/1% 3%/1% Broad St north of First St 57% 58% 65% % 8% % 12% % 3%/0% 2%/1% 3%/1% Broad St south of Second St 0% 56% % 0% % % 3%/1% Broad St north of Second St 0% 4% % 0% % % 3%/1% Marshall St south of Brookstown Ave 0% 83% 65% 0% % % 3%/1% Marshall St south of High St 86% 88% 80% 65% % % 11% % 2%/0% 3%/1% 3%/1% Marshall St south of Business 40 % % % % % % 12% 13% 1%/0% 3%/1% 3%/1% Marshall St between Bus 40 Ramps 0% % % 0% 13% 13% 3%/1% Marshall St south of First St 0% % % % 0% 15% 16% 13% 2%/1% 3%/1% Marshall St south of Second St 0% % % % 0% 11% 14% 13% 2%/1% 3%/1% Marshall St north of Second St % % % 8% % % 2%/2% 3%/1% Marshall St north of Fourth St 0% % % 0% % % 3%/1% Marshall St north of Fifth St 0% % % 0% % % 3%/1% Marshall St/Cherry St south of Martin Luther King, Jr. Dr 52% % % % % 3%/0% 3%/1% Marshall St/Cherry St north of Martin Luther King, Jr. Dr 51% 55% % % % 3%/1% 3%/1% Cherry St south of High St 0% 78% 80% 55% % % % % 1%/0% 2%/1% 3%/1% Cherry St south of Business 40 % % % % 7% 12% % 13% 2%/0% 2%/1% 3%/1% Cherry St south of First St 0% % % % 0% 14% % 13% 2%/1% 3%/1% Cherry St south of Second St 0% % % % 0% 14% % 13% 2%/1% 3%/1% Cherry St south of Third St % % % % 11% % 3%/1% 3%/1% Cherry St south of Fourth St 0% % % 0% % % 3%/1% Cherry St south of Fifth St 0% % % 0% % % 3%/1% Cherry St north of Fifth St 0% % % 0% % % 3%/1% Trade St south of Fifth St 0% % % 0% % 8% 3%/1% Trade St north of Fifth St 0% 65% % 0% 8% 8% 3%/1% Trade St south of Martin Luther King, Jr. Dr 0% % % 0% 7% 8% 3%/1% Trade St north of Martin Luther King, Jr. Dr 0% 53% 55% 0% 7% 8% 3%/1% Liberty St south of Cemetery St % % % 11% % % 5%/3% 3%/1% Liberty St south of Business 40 % % % % 14% 12% 16% % 3%/1% 2%/1% 3%/1% Liberty St between Bus 40 Ramps 0% % % 0% 13% 13% 3%/1% Liberty St north of Business 40 0% % % % 0% 15% 16% 13% 2%/1% 3%/1% Liberty St north of First St 0% % % % 0% 15% 16% 13% 2%/1% 3%/1% * Project Specific 48 Hour Mainline Counts (Higher value of AM/ Reported) ** Traffic Factors from past forecasts in the study area + Project Specific 16 Hour Intersection Turning Movement Counts (Higher value of AM/ Reported) ++ Value selected for this Traffic Forecast

Table 3 4 Existing Conditions Traffic Factors Continued Directional Split % (D) Design Hourly Volume % (K) Truck % (Duals/TTSTs) Major Roadway Location Mainline Counts * TMC + Other Forecasts ** Selected Value ++ Mainline Counts * TMC + Other Forecasts ** Selected Value ++ Mainline Counts * Other Forecasts ** Selected Value ++ Liberty St north of Second St % % % % % % 4%/0% 3%/1% Liberty St south of Third St % % % % 3%/1% Liberty St north of Third St 0% % % 0% % % 3%/1% Liberty St north of Fourth St 0% % % 0% 11% % 3%/1% Liberty St north of Fifth St 0% % % 0% % % 3%/1% Liberty St south of Martin Luther King, Jr. Dr 0% 67% % 0% % % 3%/1% Main St south of Cemetery St % % % % 8% % 2%/1% 3%/1% Main St south of Business 40 % % % % 6% 12% % % 2%/0% 2%/1% 3%/1% Main St between Bus 40 Ramps 0% % % 0% 15% 13% 3%/1% Main St north of Business 40 0% % % % 0% 13% % 13% 2%/1% 3%/1% Main St north of First St 0% % % % 0% 15% % 13% 2%/1% 3%/1% Main St north of Second St % % % 7% 13% % 3%/0% 3%/1% Main St north of Third St 0% % % 0% 13% % 3%/1% Main St north of Fourth St 0% % % 0% 11% % 3%/1% Main St north of Fifth St 0% % % 0% % % 3%/1% Patterson Ave south of Martin Luther King, Jr. Dr 50% 81% 80% % % % 4%/3% 3%/1% Patterson Ave north of Martin Luther King, Jr. Dr 77% 50% 55% % 8% % 3%/2% 3%/1% Linden St south of Martin Luther King, Jr. Dr 75% 0% % % 7% % 3%/0% 3%/1% US 52 south of Business 40 58% 57% % 8% 8% 8% 2%/5% 2%/5% US 52 north of Business 40 0% 53% % 0% 8% 8% 2%/5% US 52 south of Martin Luther King, Jr. Dr 52% % 8% 8% 2%/5% US 52 north of Martin Luther King, Jr. Dr 0% % 8% 8% 1%/6% 2%/5% Martin Luther King, Jr. Dr south of Lowery St 54% 56% 55% 8% % % 3%/1% 3%/1% Martin Luther King, Jr. Dr south of Business 40 0% 51% 55% 0% % % 3%/1% Martin Luther King, Jr. Dr south of First St 0% 54% % 0% % % 3%/1% Martin Luther King, Jr. Dr north of First St 57% 55% % % % % 5%/0% 3%/1% Academy St west of Peters Creek Pkwy 0% 65% 55% 0% % % 3%/1% Academy St east of Peters Creek Pkwy 0% 53% 55% 0% % % 3%/1% Wachovia St west of Broad St 0% 65% 70% 0% 6% % 3%/1% Wachovia St east of Broad St 83% 71% 70% % 13% % 0%/0% 3%/1% Brookstown Ave west of Marshall St 54% 56% % % 7% 7% 12% 8% 3%1% 2%/1% 3%/1% Brookstown Ave east of Marshall St 0% 77% % 0% % 8% 3%/1% Brookstown Ave west of Cherry St 0% 77% % 0% % 8% 3%/1% Brookstown Ave east of Cherry St 55% 71% % % % 8% 2%/2% 3%/1% High St west of Bus 40 EB Off Ramp 0% 5% % % % 13% 13% % 2%/0% 5%/1% 3%/1% High St west of Marshall St % % % % 6% 11% % % 2%/0% 4%/1% 3%/1% High St west of Cherry St % % % % 6% 13% % % 5%/5% 4%/1% 3%/1% Cemetery St east of Liberty St 88% 88% 80% 12% 14% 15% 3%/3% 3%/1% Cemetery St east of Main St 0% 82% 80% 0% 15% 15% 3%/1% * Project Specific 48 Hour Mainline Counts (Higher value of AM/ Reported) ** Traffic Factors from past forecasts in the study area + Project Specific 16 Hour Intersection Turning Movement Counts (Higher value of AM/ Reported) ++ Value selected for this Traffic Forecast

Table 3 4 Existing Conditions Traffic Factors Continued Directional Split % (D) Design Hourly Volume % (K) Truck % (Duals/TTSTs) Major Roadway Location Mainline Counts * TMC + Other Forecasts ** Selected Value ++ Mainline Counts * TMC + Other Forecasts ** Selected Value ++ Mainline Counts * Other Forecasts ** Selected Value ++ Lowery St west of Martin Luther King, Jr. Dr 0% 67% % 8% 6% % 5%/1% 3%/1% Business 40 west of Peters Creek Pkwy 50% % % % 11% % 1%/1% 6%/7% 6%7% Business 40 west of Broad St 0% % % 0% 11% % 6%/7% 6%7% Business 40 east of Broad St 0% % % 0% 11% % 6%/7% 6%7% Business 40 west of US 52 62% 64% % % % % 11% % 0%/6% 6%/7% 6%/7% Business 40 east of US 52 0% % % 0% % % 6%/7% Business 40 east of Martin Luther King, Jr. Dr 5% % % % 1%/6% 6%/7% First St west of Peters Creek Pkwy 0% 54% 55% 55% 0% 11% 13% 13% 3%/1% 3%/1% First St west of Broad St 0% % % % 0% 13% 15% 13% 3%/1% 3%/1% First St east of Broad St % 7% % % 13% 13% 18% 13% 2%/1% 3%/1% 3%/1% First St west of Marshall St 0% % % % 0% 14% 18% 13% 3%/1% 3%/1% First St west of Cherry St 0% % % % 0% 17% 20% 13% 3%/1% 3%/1% First St west of Liberty St 0% % % % 0% 16% 20% 13% 3%/1% 3%/1% First St west of Main St 0% % % % 0% 12% 20% 13% 3%/1% 3%/1% First St east of Main St 0% 4% 5% 0% 0% 14% 16% 13% 3%/1% 3%/1% First St west of Martin Luther King, Jr. Dr 0% 65% 0% % 3%/1% First St east of Martin Luther King, Jr. Dr 65% % 7% % 3%/1% Second St west of Broad St 0% % % % 0% % % 13% 2%/1% 3%/1% Second St east of Broad St % % % 6% 11% 13% 2%/0% 3%/1% Second St west of Marshall St 0% % % 0% % 13% 3%/1% Second St west of Cherry St 0% % % 0% 12% 13% 3%/1% Second St east of Cherry St 0% % % 0% 14% 13% 3%/1% Second St west of Liberty St 0% % % 0% 8% 13% 3%/1% Second St west of Main St 0% % % 0% % 13% 3%/1% Second St east of Main St 0% 6% 0% 0% 12% 13% 3%/1% Third St east of Cherry St 0% 72% 70% 0% % % 3%/1% Third St west of Liberty St 0% % % 0% 8% % 3%/1% Third St west of Main St 0% % % 0% % % 3%/1% Third St east of Main St 0% 7% 70% 0% % % 3%/1% Fourth St west of Marshall St 0% 57% 70% 0% 8% 8% 3%/1% Fourth St west of Cherry St 0% 66% 70% 0% 7% 8% 3%/1% Fourth St west of Trade St 0% 65% 70% 0% 7% 8% 3%/1% Fourth St west of Liberty St 0% 73% 70% 0% 7% 8% 3%/1% Fourth St west of Main St 0% 75% 70% 0% % 8% 3%/1% Fourth St east of Main St 0% 8% 70% 0% % 8% 3%/1% Fifth St west of Marshall St 0% 76% 70% 0% % % 3%/1% Fifth St west of Cherry St 0% 76% 70% 0% % % 3%/1% Fifth St west of Trade St 0% 71% 70% 0% % % 3%/1% * Project Specific 48 Hour Mainline Counts (Higher value of AM/ Reported) ** Traffic Factors from past forecasts in the study area + Project Specific 16 Hour Intersection Turning Movement Counts (Higher value of AM/ Reported) ++ Value selected for this Traffic Forecast

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 4.0 General Model Data The Piedmont Triad Regional Model (PTRM) was used as the primary tool for developing the future year traffic forecasts. This regional model includes the area surrounding Winston Salem and Greensboro and encompasses all or part of fivee counties, four Metropolitan Planning Organizations (MPOs) and two Rural Planning Organizations (RPOs). The model is used to forecast regional travel demand for transportation planning purposes. The model used for this forecast is the official version of PTRM 2.1, adopted in June 2006. The model has, 2021, and 2035 as the base, interim, and future years, respectively. The PTRM 2.1 highway network for the study area includes existing roadways and all of the proposed projects included in the Winston Salem Metropolitan Planning Organizationn (WSMPO) 2035 Long Range Transportation Plan (LRTP), July version, and/or the NCDOT 2012 2020 STIP. A map of projects included in the model highway network is included in Appendix F. Currently, RS&H is assisting the NCDOT evaluate variouss construction scenarioss for 2021 Detour Conditions for this project. Under that task, RS&H iss assigned to further refine the model network in the study area. These changes have beenn limited to Travel Analysis Zone splits, refinements to network roads, and additions/removals of centroid connectors. These changes have resulted in refined base year model forecasts. These updated base year model forecastss were used for the model estimation for the traffic forecast that is presented in this report. When using the model data for a specific corridor, the model s ability to replicate travel demand in the smaller area requires verification. To accomplish this, the 1 traffic forecasts were compared to model forecasts, as shown in Table 4 1. 23

Major Roadway Table 4 1 Base Year Model Estimates Comparison Location Model Estimates Selected Forecasts % Change in Selected Forecasts vs Model Estimates Peters Creek Pkwy south of Academy St 28,500 22,000 23% Peters Creek Pkwy north of Academy St 27,00 22,000 21% Peters Creek Pkwy south of Business 40 28, 20,000 2% Peters Creek Pkwy north of Business 40 16,200 8,400 48% Peters Creek Pkwy north of First St,400 7, 31% Broad St south of Wachovia Ave 8,200 7,00 3% Broad St south of Business 40,500 8,00 7% Broad St north of Business 40 11,0 14,500 25% Broad St north of First St 15,300 14,700 4% Broad St south of Second St 14,800 13,800 7% Broad St north of Second St 13,700 15,0 14% Marshall St south of Brookstown Ave,200 2, 77% Marshall St south of High St 4,00 2,0 47% Marshall St south of Business 40 5,300 1,0 70% Marshall St between Bus 40 Ramps 8,700 4,00 44% Marshall St south of First St,800 8,400 22% Marshall St south of Second St,00 7,700 22% Marshall St north of Second St, 8,000 13% Marshall St north of Fourth St 7,800 8,000 3% Marshall St north of Fifth St,000 7,00 12% Marshall St/Cherry St south of Martin Luther King, Jr. Dr 24, 15,800 34% Marshall St/Cherry St north of Martin Luther King, Jr. Dr 33,500 18,300 45% Cherry St south of High St 5,000 0 88% Cherry St south of Business 40 6,400 3,700 42% Cherry St south of First St,700 6,400 34% Cherry St south of Second St 8,700 6,500 25% Cherry St south of Third St,0 7,000 27% Cherry St south of Fourth St,000 8,300 17% Cherry St south of Fifth St 8,200 7,200 13% Cherry St north of Fifth St,00 6,700 32% Trade St south of Fifth St 5,000 2,800 44% Trade St north of Fifth St 4,200 2,700 35% Trade St south of Martin Luther King, Jr. Dr 1,0 2,000 27% Trade St north of Martin Luther King, Jr. Dr 2,800 2,0 8% Liberty St south of Cemetery St 4,000 2,00 28% Liberty St south of Business 40 5,500 4,000 27% Liberty St between Bus 40 Ramps 5,200 3,400 35% Liberty St north of Business 40, 6,800 25% Liberty St north of First St,000 6,0 26% Liberty St north of Second St,500 7,700 27% Liberty St south of Third St,800 6,000 3% Liberty St north of Third St 7, 5,000 30% Liberty St north of Fourth St 7,0 5,0 27% Locations where the Model estimates are within % of the Selected Forecasts Locations where the Selected Forecasts are > % higher than the Model Estimates Locations where Model estimates are >% higher than the Selected Forecasts

Table 4 1 Base Year Model Estimates Comparison Continued Major Roadway Location Model Estimates Selected Forecasts % Change in Selected Forecasts vs Model Estimates Liberty St north of Fifth St 5, 3,500 32% Liberty St south of Martin Luther King, Jr. Dr,700 4, 58% Main St south of Cemetery St 5,200 4,200 1% Main St south of Business 40 7,200 6,500 % Main St between Bus 40 Ramps 7,300 6,000 17% Main St north of Business 40,400,00 5% Main St north of First St,00 6,200 37% Main St north of Second St 12,200 8,00 27% Main St north of Third St 11,800 6,400 46% Main St north of Fourth St 6,400 4,700 26% Main St north of Fifth St 3,800 3,500 7% Patterson Ave south of Martin Luther King, Jr. Dr 0 1,0 152% Patterson Ave north of Martin Luther King, Jr. Dr 8,800 4,400 50% Linden St south of Martin Luther King, Jr. Dr 2,000 2, 4% US 52 south of Business 40 7,,400 24% US 52 north of Business 40 8,00 7,400 20% US 52 south of Martin Luther King, Jr. Dr 6,400 7,400 18% US 52 north of Martin Luther King, Jr. Dr 2,700 77,000 17% Martin Luther King, Jr. Dr south of Lowery St 18,300 15,700 14% Martin Luther King, Jr. Dr south of Business 40 16,00 15,800 6% Martin Luther King, Jr. Dr south of First St 21,300 16,800 21% Martin Luther King, Jr. Dr north of First St 22,800 15,000 34% Academy St west of Peters Creek Pkwy 6,000 8,000 34% Academy St east of Peters Creek Pkwy 4,000 5,0 41% Wachovia St west of Broad St 1,00 800 5% Wachovia St east of Broad St 1,400 1,000 31% Brookstown Ave west of Marshall St 1,000 1,000 1% Brookstown Ave east of Marshall St 3,500 1,300 63% Brookstown Ave west of Cherry St 3,500 2,200 37% Brookstown Ave east of Cherry St 1, 2,000 88% High St west of Bus 40 EB Off Ramp 200 0 176% High St west of Marshall St 3,200 4, 27% High St west of Cherry St 3,0 4,300 1% Cemetery St east of Liberty St 1,00 2, 11% Cemetery St east of Main St 1,0 1,800 14% Lowery St west of Martin Luther King, Jr. Dr 0 300 46% Business 40 west of Peters Creek Pkwy 63,400 70,000 % Business 40 west of Broad St 71,400 74,800 5% Business 40 east of Broad St 74,300 74,800 1% Bus 40 EB Off Ramp north of High St 3,0 3,500 2% Bus 40 WB On Ramp at Marshall St 2, 3,500 68% Business 40 EB between Marshall St ramps 34, 33,00 1% Locations where the Model estimates are within % of the Selected Forecasts Locations where the Selected Forecasts are > % higher than the Model Estimates Locations where Model estimates are >% higher than the Selected Forecasts

Table 4 1 Base Year Model Estimates Comparison Continued Major Roadway Location Model Estimates Selected Forecasts % Change in Selected Forecasts vs Model Estimates Business 40 WB between Marshall St ramps 34,500 33,00 2% Bus 40 EB On Ramp from Marshall St 3,400 3,300 4% Bus 40 WB Off Ramp at Cherry St 3,300 2,700 1% Business 40 EB west of Liberty St 37,500 37,200 1% Business 40 WB west of Liberty St 37,800 36,0 3% Bus 40 WB On Ramp at Liberty St 3,00 3,400 12% Bus 40 EB Off Ramp at Liberty St/Main St 3,400 3,400 0% Bus 40 EB Off Ramp at Liberty St 300 0 8% Bus 40 EB Off Ramp at Main St 3, 2,800 % Business 40 EB between Main St ramps 34, 33,800 1% Business 40 WB between Main St ramps 34,000 33,200 2% Bus 40 EB On Ramp at Liberty St/Main St 3,000 3,300 8% Bus 40 WB Off Ramp at Main St 3, 3,00 26% Business 40 west of US 52 74,200 74,200 0% Business 40 east of US 52 86,300 78,200 % Business 40 east of Martin Luther King, Jr. Dr 81,700 74,800 8% First St west of Peters Creek Pkwy 5,200 3,700 2% First St west of Broad St 7,00 4,000 50% First St east of Broad St 3,800 3,800 1% First St west of Marshall St 3,700 3,00 5% First St west of Cherry St 4,500 4,0 1% First St west of Liberty St 3,0 4,700 2% First St west of Main St 3,700 4,00 31% First St east of Main St 3,800 3,0 4% First St west of Martin Luther King, Jr. Dr 0 1,000 First St east of Martin Luther King, Jr. Dr 3, 3,800 24% Second St west of Broad St 8,000 6,500 1% Second St east of Broad St 6,300 4,300 32% Second St west of Marshall St 6,400 5,400 16% Second St west of Cherry St 5,700 5,700 1% Second St east of Cherry St 4,700 5,200 11% Second St west of Liberty St 3,700 5,200 40% Second St west of Main St 5,500 6,300 15% Second St east of Main St 1,00 4,000 6% Third St east of Cherry St 500 1,00 278% Third St west of Liberty St 1,00 % Third St west of Main St 2,800 2,00 4% Third St east of Main St 5,500 3,000 45% Fourth St west of Marshall St,300 7,000 32% Fourth St west of Cherry St,400 6,800 35% Fourth St west of Trade St,700 6, 37% Fourth St west of Liberty St 11,300 5, 55% Fourth St west of Main St 7,300 4,700 35% Locations where the Model estimates are within % of the Selected Forecasts Locations where the Selected Forecasts are > % higher than the Model Estimates Locations where Model estimates are >% higher than the Selected Forecasts

Table 4 1 Base Year Model Estimates Comparison Continued Major Roadway Location Model Estimates Selected Forecasts % Change in Selected Forecasts vs Model Estimates Fourth St east of Main St 8, 4,200 48% Fifth St west of Marshall St 5,800 5,0 3% Fifth St west of Cherry St 6,800 5,700 16% Fifth St west of Trade St 8,800 6,200 30% Fifth St west of Liberty St 6,400 5,00 8% Fifth St west of Main St 7, 6,000 16% Fifth St east of Main St 4,0 5,200 13% Martin Luther King, Jr. Dr west of Marshall St 0 300 Martin Luther King, Jr. Dr east of Cherry St 11,800 7,0 36% Martin Luther King, Jr. Dr west of Liberty St 11,700,0 18% Martin Luther King, Jr. Dr west of Patterson Ave 1,200 11, 42% Martin Luther King, Jr. Dr west of Linden St 14,300 12,700 11% Martin Luther King, Jr. Dr west of US 52 14,300 11,0 1% Martin Luther King, Jr. Dr east of US 52 11,0 11,200 3% Locations where the Model estimates are within % of the Selected Forecasts Locations where the Selected Forecasts are > % higher than the Model Estimates Locations where Model estimates are >% higher than the Selected Forecasts

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 5.0 2040 No Build Conditions 5.1 Assumptions For the 2040 No Build Conditions, it was assumed that all of the projects included in the PTRM 2.1 2035 scenario would be in place, including the conversion of First Street and Second Street to two way streets and the construction of the Martin Luther King, Jr. Drive Extension. The forecast year for the PTRM 2.1 is 2035, whereas the forecast year for this report is 2040. Using the model runs as a basis, growth rates for the study area roads were calculated between and 2035. This growth rate was assumed to remain the same for the 2040 No Build Conditions. 5.2 Methodology The 20400 No Build Conditions traffic forecast was estimated by linearly extrapolating the Existing Conditions traffic forecast using the growth rates calculated based on the PTRM model runs. Table 5 1 summarizes the growth rates used onn the study area roads to compute the 2040 No Build Conditions Traffic Forecast. Table 5 1 2040 No Build Conditions Annual Growth Rates Road Cherry St and Marshall St Business 40, US 52, Broad St, Wachovia St, High St, Brookstown Ave, Lowery St, Martin Luther King, Jr. Dr north of First St to south of Loweryy St, and First St near Martin Luther King, Jr. Dr Peters Creek Pkwy First St, Second St, Third St, Fourth St, Fifth St, Cemetery St, Liberty St, Main St, Trade St, Martin Luther King, Jr. Dr west of Marshall St to east of US 52, Patterson Ave, and Linden St Annual Growth Rate 0.5% With the construction of the Martin Luther King, Jr. Drive Extension, traffic would increase along Martin Luther King, Jr. Drive at a rate higher than 2.5% annually. The Martin Luther King, Jr. Drive Extension Feasibility Study, prepared in November 200 by Wilbur Smith Associates, providedd the basis for the volumes along Martin Luther King, Jr. Drive Extension for 2035. These volumes weree then grown utilizing the 2.5% growth rate from 2035 to 2040 for the 2040 No Build Conditions. The portion of the Martin Luther King, Jr. Drive Extensionn Feasibility Study used for these calculations is included in Appendix G. 1.0% 1.5% 2.5% 28

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Table 5 2 presents the model growth rates and the 20400 No Build Conditions traffic forecast for the study area roads. 2040 No Build Conditions AADT volumes with peak to day factors, directional splits and truck percentages are shown in Figure 5, presented in Appendix A. To estimate the turning movements for the 2040 No Build Conditions, the Existing Conditions turning movements were used as a base with growth rates applied to them based on the cross streett and then balanced. TFU worksheets weree developedd for each study intersection and are included in Appendix E. 2

Table 5 2 2040 No Build Conditions Traffic Forecasts Major Roadway Location Existing Conditions Traffic Forecasts (A) Growth Rate/ Year (B) 2040 Background Traffic Forecasts (C=A+(A*B*2)) Adjustment due to Balancing and/or Growth 2040 Future Year Traffic Forecasts (Selected Value) Peters Creek Pkwy south of Academy St 22,000 1.5% 31,0 0 31,0 Peters Creek Pkwy north of Academy St 22,000 1.5% 31,0 0 31,0 Peters Creek Pkwy south of Business 40 20,000 1.5% 28,700 200 28,500 Peters Creek Pkwy north of Business 40 8,400 1.5% 12, 1,400 13,500 Peters Creek Pkwy north of First St 7, 1.5%,200 700,00 Broad St south of Wachovia Ave 7,00 1.0%,200 0,200 Broad St south of Business 40 8,00 1.0% 11,500 0 11,500 Broad St north of Business 40 14,500 1.0% 18,700 0 18,700 Broad St north of First St 14,700 1.0% 1,000 1, 20, Broad St south of Second St 13,800 1.0% 17,800 1, 18,00 Broad St north of Second St 15,0 1.0% 20, 00 21,000 Marshall St south of Brookstown Ave 2, 0.5% 2,400 2,500 Marshall St south of High St 2,0 0.5% 3,000 0 3,000 Marshall St south of Business 40 1,0 0.5% 1,800 0 1,800 Marshall St between Bus 40 Ramps 4,00 0.5% 5,0 500 6, Marshall St south of First St 8,400 0.5%,0 1,000,0 Marshall St south of Second St 7,700 0.5% 8,800 1,0,400 Marshall St north of Second St 8,000 0.5%,200 700,00 Marshall St north of Fourth St 8,000 0.5%,200 700,00 Marshall St north of Fifth St 7,00 0.5%,000 800,800 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 15,800 0.5% 18, 2,200 20,300 Marshall St/Cherry St north of Martin Luther King, Jr. Dr 18,300 0.5% 21,000 1, 22, Cherry St south of High St 0 0.5% 700 0 Cherry St south of Business 40 3,700 0.5% 4,200 500 4,700 Cherry St south of First St 6,400 0.5% 7,300 00 8,200 Cherry St south of Second St 6,500 0.5% 7,400 1,200 8,0 Cherry St south of Third St 7,000 0.5% 8,000 1,200,200 Cherry St south of Fourth St 8,300 0.5%,500 2,400 11,00 Cherry St south of Fifth St 7,200 0.5% 8,200 1,700,00 Cherry St north of Fifth St 6,700 0.5% 7,700 1,400, Trade St south of Fifth St 2,800 2.5% 4,800 0 4,800 Trade St north of Fifth St 2,700 2.5% 4,700 4,0 Trade St south of Martin Luther King, Jr. Dr 2,000 2.5% 3,500 0 3,500 Trade St north of Martin Luther King, Jr. Dr 2,0 2.5% 4,500 0 4,500 Liberty St south of Cemetery St 2,00 2.5% 5,000 0 5,000 Liberty St south of Business 40 4,000 2.5% 6,00 0 6,00 Liberty St between Bus 40 Ramps 3,400 2.5% 5,00 200 6, Liberty St north of Business 40 6,800 2.5% 11,700 1,200,500 Liberty St north of First St 6,0 2.5% 11,400 200 11,200 Liberty St north of Second St 7,700 2.5% 13,300 1,200 12, Liberty St south of Third St 6,000 2.5%,400 1,000,400 Liberty St north of Third St 5,000 2.5% 8,0 00 7,700 Liberty St north of Fourth St 5,0 2.5%,700 1,000 8,700 Liberty St north of Fifth St 3,500 2.5% 6,000 00 5, Liberty St south of Martin Luther King, Jr. Dr 4, 2.5% 7, 0 7, Main St south of Cemetery St 4,200 2.5% 7,200 0 7,200 Main St south of Business 40 6,500 2.5% 11,200 0 11,200 Main St between Bus 40 Ramps 6,000 2.5%,400,500 Main St north of Business 40,00 2.5% 17, 1,0 15,500 Main St north of First St 6,200 2.5%,700 4, 14,800 Main St north of Second St 8,00 2.5% 15,400 1,700 13,700 Main St north of Third St 6,400 2.5% 11,000 1,500,500 Main St north of Fourth St 4,700 2.5% 8, 1,500 6,0 Main St north of Fifth St 3,500 2.5% 6,000 1,500 4,500

Major Roadway Table 5 2 2040 No Build Conditions Traffic Forecasts Continued Location Existing Conditions Traffic Forecasts (A) Growth Rate/ Year (B) 2040 Background Traffic Forecasts (C=A+(A*B*2)) Adjustment due to Balancing and/or Growth 2040 Future Year Traffic Forecasts (Selected Value) Patterson Ave south of Martin Luther King, Jr. Dr 1,0 2.5% 2,800 0 2,800 Patterson Ave north of Martin Luther King, Jr. Dr 4,400 2.5% 7,0 0 7,0 Linden St south of Martin Luther King, Jr. Dr 2, 2.5% 3,0 0 3,0 US 52 south of Business 40,400 1.0% 77,00 4,0 82,500 US 52 north of Business 40 7,400 1.0% 2,400 4,0 7,000 US 52 south of Martin Luther King, Jr. Dr 7,400 1.0% 2,400 4,0 7,000 US 52 north of Martin Luther King, Jr. Dr 77,000 1.0%,300 4,500 3,800 Martin Luther King, Jr. Dr south of Lowery St 15,700 1.0% 20,300 20,400 Martin Luther King, Jr. Dr south of Business 40 15,800 1.0% 20,400 0 20,400 Martin Luther King, Jr. Dr south of First St 16,800 1.0% 21,700 21,800 Martin Luther King, Jr. Dr north of First St 15,000 1.0% 1,400 0 1,400 Academy St west of Peters Creek Pkwy 8,000 1.5% 11,500 11,400 Academy St east of Peters Creek Pkwy 5,0 1.5% 8,000 0 8,000 Wachovia St west of Broad St 800 1.0% 1,000 1, Wachovia St east of Broad St 1,000 1.0% 1,300 1,400 Brookstown Ave west of Marshall St 1,000 1.0% 1,300 0 1,300 Brookstown Ave east of Marshall St 1,300 1.0% 1,700 1,800 Brookstown Ave west of Cherry St 2,200 1.0% 2,800 0 2,800 Brookstown Ave east of Cherry St 2,000 1.0% 2,0 0 2,0 High St west of Bus 40 EB Off Ramp 0 1.0% 800 0 800 High St west of Marshall St 4, 1.0% 5,300 0 5,300 High St west of Cherry St 4,300 1.0% 5,500 200 5,300 Cemetery St east of Liberty St 2, 2.5% 3,0 3,700 Cemetery St east of Main St 1,800 2.5% 3, 0 3, Lowery St west of Martin Luther King, Jr. Dr 300 1.0% 400 0 400 Business 40 west of Peters Creek Pkwy 70,000 1.0% 0,300 0,200 Business 40 west of Broad St 74,800 1.0% 6,500 6,400 Business 40 east of Broad St 74,800 1.0% 6,500 6,400 Bus 40 EB Off Ramp north of High St 3,500 1.0% 4,500 0 4,500 Bus 40 WB On Ramp at Marshall St 3,500 1.0% 4,500 0 4,500 Business 40 EB between Marshall St ramps 33,00 1.0% 43,700 0 43,700 Business 40 WB between Marshall St ramps 33,00 1.0% 43,700 0 43,700 Bus 40 EB On Ramp from Marshall St 3,300 1.0% 4,300 0 4,300 Bus 40 WB Off Ramp at Cherry St 2,700 1.0% 3,500 0 3,500 Business 40 EB west of Liberty St 37,200 1.0% 48,000 0 48,000 Business 40 WB west of Liberty St 36,0 1.0% 47,200 0 47,200 Bus 40 WB On Ramp at Liberty St 3,400 1.0% 4,400 0 4,400 Bus 40 EB Off Ramp at Liberty St/Main St 3,400 1.0% 4,400 0 4,400 Bus 40 EB Off Ramp at Liberty St 0 1.0% 800 0 800 Bus 40 EB Off Ramp at Main St 2,800 1.0% 3,0 0 3,0 Business 40 EB between Main St ramps 33,800 1.0% 43,0 0 43,0 Business 40 WB between Main St ramps 33,200 1.0% 42,800 0 42,800 Bus 40 EB On Ramp at Liberty St/Main St 3,300 1.0% 4,300 0 4,300 Bus 40 WB Off Ramp at Main St 3,00 1.0% 5,000 0 5,000 Business 40 west of US 52 74,200 1.0% 5,700 0 5,700 Business 40 east of US 52 78,200 1.0%,00 1,000 Business 40 east of Martin Luther King, Jr. Dr 74,800 1.0% 6,500 6,0 First St west of Peters Creek Pkwy 3,700 2.5% 6,400 200 6,200 First St west of Broad St 4,000 2.5% 6,00 300 7,200 First St east of Broad St 3,800 2.5% 6,0 1,000 5,0 First St west of Marshall St 3,00 2.5% 6,700 200 6,500 First St west of Cherry St 4,0 2.5% 7,00 800 7, First St west of Liberty St 4,700 2.5% 8, 1,200 6,00 First St west of Main St 4,00 2.5% 8,500 700 7,800

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 5.3 Historic AADT and Model Forecasted Growth Rates Table 5 3 provides the historic growth rates from the AADT countt data. The recent economic downturn is clearly reflected as the data shows that the study area roads experienced a very aggressive growth in the s and then this growth slowed down in the 2000s. Between 2003 and 200, generally most of the study area roads experienced a negative growth (0% to %), whereas the long term historic growth from 18 to 200 was moderate (1% to 3%) for a few roadways. Business 40, in particular, experienced a long term historical growth rate of 1.0% to 1.5% per year. Table 5 4, Model Validation, compares 200 AADT grown to 2040 volumes and 2035 model volumes with the selected 20400 No Build Conditions Forecast. The 2040 extrapolated AADT and 2035 model volumes are substantially different from the selected 2040 No Build Conditions forecastss for the following reasons: As presented in Section 5.2, the 20400 traffic forecasts were developed using traffic forecasts and future growth rates obtained from the model. With the future socio changes. With the economic slowdown, a generic 2% growth rate for the entiree downtown area economic data input, the model growth better represents the future traffic volume was selected to extrapolate 200 volumes to 2040. The historic growth rates used to extrapolate 2040 AADT are different from the growth rates used in this report. As presented in Section 4.0, the model estimatess at several locations differ substantially from the traffic forecasts. This is a typical situation for a small area traffic forecast. 33

Table 5 3 Growth Rates Main Roadway Location Existing Conditions Forecast Historic Growth Rate 18 200 2003 200 Model Growth Rate 2035 Applied Growth Rate 2035 Model Volume 2040 Selected Forecast Peters Creek Pkwy south of Academy St 22,000 0.3% 0.6% 1.4% 1.5% 38,700 31,0 Peters Creek Pkwy north of Academy St 22,000 1.4% 1.4% 1.5% 38,000 31,0 Broad St north of Business 40 14,500 2.6% 0.7% 1.0% 13,500 18,700 Marshall St south of High St 2,0 3.0% 0.1% 0.5% 4,800 3,000 Marshall St north of Fourth St 8,000 3.8% 2.0% 1.0% 0.5% 5,00,00 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 15,800 1.2% 3.3% 0.3% 0.5% 22,500 20,300 Cherry St south of Fifth St 7,200 1.% 2.3% 0.6% 0.5%,500,00 Liberty St north of First St 6,0 1.1% 0.5% 2.5%, 11,200 Main St south of Cemetery St 4,200 2.4% 2.1% 2.5% 7,00 7,200 Main St north of Business 40,00 2.2% 0.4% 2.5% 2.5% 16,800 15,500 Main St north of Fourth St 4,700 3.2% 1.% 4.1% 2.5% 12,00 6,0 Linden St south of Martin Luther King, Jr. Dr 2, 6.%.4% 20.4% 2.5% 12,200 3,0 US 52 north of Business 40 7,400 3.4% 0.4% 1.0%,400 7,000 Martin Luther King, Jr. Dr south of Lowery St 15,700 1.2% 4.5% 1.0% 20,400 Martin Luther King, Jr. Dr north of First St 15,000 1.0% 2.6% 1.0% 20,00 1,400 Academy St west of Peters Creek Pkwy 8,000 1.4% 1.4% 0.% 1.5% 7,400 11,400 Academy St east of Peters Creek Pkwy 5,0 1.7% 1.3% 1.5% 5,300 8,000 Brookstown Ave west of Marshall St 1,000 2.3% 2.6% 4.4% 1.0% 2, 1,300 Business 40 west of Broad St 74,800 0.6% 1.1% 1.0% 1,500 6,400 Business 40 east of Broad St 74,800 1.5% 1.1% 1.0% 4,500 6,400 Business 40 EB west of Liberty St 37,200 1.1% 0.6% 1.0% 42,700 48,000 Business 40 WB west of Liberty St 36,0 1.1% 0.% 1.0% 46,400 47,200 Business 40 west of US 52 74,200 0.4% 0.7% 1.0% 87, 5,700 Business 40 east of US 52 78,200 1.3% 0.3% 1.0% 1,700 1,000 Martin Luther King, Jr. Dr east of Cherry St 7,0 1.3% 5.2% 2.5% 27, 22,200 Martin Luther King, Jr. Dr west of Liberty St,0 0.8% 4.% 2.5% 26, 25,0 Martin Luther King, Jr. Dr west of Patterson Ave 11, 0.0% 3.2% 2.5% 34,0 28,300 Martin Luther King, Jr. Dr west of Linden St 12,700 2.5% 31, Martin Luther King, Jr. Dr west of US 52 11,0 4.7% 2.5% 31,200 2, Martin Luther King, Jr. Dr east of US 52 11,200 1.1% 2.5% 14,700 1,500

Table 5 4 Model Validation Base Year Volumes Future Year Volumes Major Roadway Location 200 AADT+ Model Volumes* Selected Volumes^ Historic Growth rate 2040 Extrapolated Volumes+ 2035 Model Volumes* 2040 Future Year Selected Volumes^ Peters Creek Pkwy south of Academy St 25,000 28,500 22,000 2% 3,500 31,0 31,0 Peters Creek Pkwy north of Academy St 22,000 27,00 22,000 2% 34,7 31,0 31,0 Peters Creek Pkwy south of Business 40 28, 20,000 2% 28,500 28,500 Peters Creek Pkwy north of Business 40 16,200 8,400 2% 13,500 13,500 Peters Creek Pkwy north of First St,400 7, 2%,00,00 Broad St south of Wachovia Ave 8,200 7,00 2%,200,200 Broad St south of Business 40,500 8,00 2% 11,500 11,500 Broad St north of Business 40 11,000 11,0 14,500 2% 17,380 18,700 18,700 Broad St north of First St 15,300 14,700 2% 20, 20, Broad St south of Second St 14,800 13,800 2% 18,00 18,00 Broad St north of Second St 13,700 15,0 2% 21,000 21,000 Marshall St south of Brookstown Ave,200 2, 2% 2,500 2,500 Marshall St south of High St 3,200 4,00 2,0 2% 5,056 3,000 3,000 Marshall St south of Business 40 5,300 1,0 2% 1,800 1,800 Marshall St between Bus 40 Ramps 8,700 4,00 2% 6, 6, Marshall St south of First St,800 8,400 2%,0,0 Marshall St south of Second St,00 7,700 2%,400,400 Marshall St north of Second St, 8,000 2%,00,00 Marshall St north of Fourth St 8,200 7,800 8,000 2% 12,56,00,00 Marshall St north of Fifth St,000 7,00 2%,800,800 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 15, 24, 15,800 2% 23,858 20,300 20,300 Marshall St/Cherry St north of Martin Luther King, Jr. Dr 33,500 18,300 2% 22, 22, Cherry St south of High St 5,000 0 2% 0 0 Cherry St south of Business 40 6,400 3,700 2% 4,700 4,700 Cherry St south of First St,700 6,400 2% 8,200 8,200 Cherry St south of Second St 8,700 6,500 2% 8,0 8,0 Cherry St south of Third St,0 7,000 2%,200,200 Cherry St south of Fourth St,000 8,300 2% 11,00 11,00 Cherry St south of Fifth St 6,800 8,200 7,200 2%,744,00,00 Cherry St north of Fifth St,00 6,700 2%,, Trade St south of Fifth St 5,000 2,800 2% 4,800 Trade St north of Fifth St 4,200 2,700 2% 4,0 4,0 Trade St south of Martin Luther King, Jr. Dr 1,0 2,000 2% 3,500 3,500 Trade St north of Martin Luther King, Jr. Dr 2,800 2,0 2% 4,500 4,500 Liberty St south of Cemetery St 4,000 2,00 2% 5,000 5,000 Liberty St south of Business 40 5,500 4,000 2% 6,00 6,00 Liberty St between Bus 40 Ramps 5,200 3,400 2% 6, 6, Liberty St north of Business 40, 6,800 2%,500,500 Liberty St north of First St 6,800,000 6,0 2%,744 11,200 11,200 Liberty St north of Second St,500 7,700 2% 12, 12, Liberty St south of Third St,800 6,000 2%,400 Liberty St north of Third St 7, 5,000 2% 7,700 7,700 Liberty St north of Fourth St 7,0 5,0 2% 8,700 8,700 Liberty St north of Fifth St 5, 3,500 2% 5, 5, Liberty St south of Martin Luther King, Jr. Dr,700 4, 2% 7, 7, Main St south of Cemetery St 4,200 5,200 4,200 2% 6,636 7,200 7,200 Main St south of Business 40 7,200 6,500 2% 11,200 11,200 Main St between Bus 40 Ramps 7,300 6,000 2%,500,500 Main St north of Business 40 8,,400,00 2% 12,78 15,500 15,500 Main St north of First St,00 6,200 2% 14,800 14,800 Main St north of Second St 12,200 8,00 2% 13,700 13,700 Main St north of Third St 11,800 6,400 2%,500,500 Main St north of Fourth St 3,00 6,400 4,700 2% 6,162 6,0 6,0 + Traffic counts obtained from NCDOT * Volumes from PTRM v2.0 ^ Volumes selected in this report

Table 5 4 Model Validation Continued Base Year Volumes Future Year Volumes Major Roadway Location 200 AADT+ Model Volumes* Selected Volumes^ Historic Growth rate 2040 Extrapolated Volumes+ 2035 Model Volumes* 2040 Future Year Selected Volumes^ Main St north of Fifth St 3,800 3,500 2% 4,500 4,500 Patterson Ave south of Martin Luther King, Jr. Dr 0 1,0 2% 2,800 2,800 Patterson Ave north of Martin Luther King, Jr. Dr 8,800 4,400 2% 7,0 7,0 Linden St south of Martin Luther King, Jr. Dr 5 2,000 2, 2% 885 3,0 3,0 US 52 south of Business 40 65,000 7,,400 2% 2,700 82,500 82,500 US 52 north of Business 40 8,000 8,00 7,400 2% 140,620 7,000 7,000 US 52 south of Martin Luther King, Jr. Dr 87,000 6,400 7,400 2% 137,4 7,000 7,000 US 52 north of Martin Luther King, Jr. Dr 80,000 2,700 77,000 2% 126,400 3,800 3,800 Martin Luther King, Jr. Dr south of Lowery St 1,000 18,300 15,700 2% 30,020 20,400 20,400 Martin Luther King, Jr. Dr south of Business 40 16,00 15,800 2% 20,400 20,400 Martin Luther King, Jr. Dr south of First St 21,300 16,800 2% 21,800 21,800 Martin Luther King, Jr. Dr north of First St 16,000 22,800 15,000 2% 25,280 1,400 1,400 Academy St west of Peters Creek Pkwy 11,000 6,000 8,000 2% 17,380 11,400 11,400 Academy St east of Peters Creek Pkwy 6,000 4,000 5,0 2%,480 8,000 8,000 Wachovia St west of Broad St 1,00 800 2% 1, 1, Wachovia St east of Broad St 1,400 1,000 2% 1,400 1,400 Brookstown Ave west of Marshall St 1,500 1,000 1,000 2% 2,370 1,300 1,300 Brookstown Ave east of Marshall St 3,500 1,300 2% 1,800 1,800 Brookstown Ave west of Cherry St 3,500 2,200 2% 2,800 2,800 Brookstown Ave east of Cherry St 1, 2,000 2% 2,0 2,0 High St west of Bus 40 EB Off Ramp 200 0 2% 800 800 High St west of Marshall St 3,200 4, 2% 5,300 5,300 High St west of Cherry St 3,0 4,300 2% 5,300 5,300 Cemetery St east of Liberty St 1,00 2, 2% 3,700 3,700 Cemetery St east of Main St 1,0 1,800 2% 3, 3, Lowery St west of Martin Luther King, Jr. Dr 0 300 2% 400 400 Business 40 west of Peters Creek Pkwy 70,000 63,400 70,000 2% 1,0 0,200 0,200 Business 40 west of Broad St 76,000 71,400 74,800 2% 120,080 6,400 6,400 Business 40 east of Broad St 77,000 74,300 74,800 2% 121,6 6,400 6,400 Bus 40 EB Off Ramp north of High St 3,0 3,500 2% 4,500 4,500 Bus 40 WB On Ramp at Marshall St 2, 3,500 2% 4,500 4,500 Business 40 EB between Marshall St ramps 34, 33,00 2% 43,700 43,700 Business 40 WB between Marshall St ramps 34,500 33,00 2% 43,700 43,700 Bus 40 EB On Ramp from Marshall St 3,400 3,300 2% 4,300 4,300 Bus 40 WB Off Ramp at Cherry St 3,300 2,700 2% 3,500 3,500 Business 40 EB west of Liberty St 36,500 37,500 37,200 2% 57,670 48,000 48,000 Business 40 WB west of Liberty St 36,500 37,800 36,0 2% 57,670 47,200 47,200 Bus 40 WB On Ramp at Liberty St 3,00 3,400 2% 4,400 4,400 Bus 40 EB Off Ramp at Liberty St/Main St 3,400 3,400 2% 4,400 4,400 Bus 40 EB Off Ramp at Liberty St 300 0 2% 800 800 Bus 40 EB Off Ramp at Main St 3, 2,800 2% 3,0 3,0 Business 40 EB between Main St ramps 34, 33,800 2% 43,0 43,0 Business 40 WB between Main St ramps 34,000 33,200 42,800 42,800 Bus 40 EB On Ramp at Liberty St/Main St 3,000 3,300 2% 4,300 4,300 Bus 40 WB Off Ramp at Main St 3, 3,00 2% 5,000 5,000 Business 40 west of US 52 6,000 74,200 74,200 2%,020 5,700 5,700 Business 40 east of US 52 74,000 86,300 78,200 2% 116,20 1,000 1,000 Business 40 east of Martin Luther King, Jr. Dr 6,000 81,700 74,800 2%,020 6,0 6,0 First St west of Peters Creek Pkwy 5,200 3,700 2% 6,200 6,200 First St west of Broad St 7,00 4,000 2% 7,200 7,200 First St east of Broad St 3,800 3,800 2% 5,0 5,0 First St west of Marshall St 3,700 3,00 2% 6,500 6,500 First St west of Cherry St 4,500 4,0 2% 7, 7, + Traffic counts obtained from NCDOT * Volumes from PTRM v2.0 ^ Volumes selected in this report

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report 5.4 Design Factors FINAL Most of the peak to day (K), trucks (duals and TTSTs) and directional (D) factors under the 2040 No Build Conditions were assumed to remain the same as under the Existing Conditions at all the study locations with the exception of K and D factors along the roads shown in Table 5 5. The change in traffic factors at these locations is due to the conversion of First Street, Second Street and Third Street from one way to two way streets. Table 5 5 2040 No Build Conditions Traffic Factors Existing Conditions No. Location K D Factor Factor Direction 1 First St west of Peters Creek Pkwy 13 55 WB 2 First St east of Peters Creek Pkwy to east of Main St 13 WB 3 Peters Creek Pkwy north of First St NB 4 Second St west of Broad St to east of Main St 13 EB 5 Third St east of Cherry St 70 WB 6 Third St west of Liberty St to west of Main St WB 7 Third St east of Main St 70 WB 8 Fourth St west of Marshall St to east of Main St 8 70 EB Fifth St west of Marshall St to east of Main St 70 WB 2040 No Build Conditions K D Direction Factor Factor WB WB SB EB WB WB WB EB WB 38

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 6.0 2040 Build Conditions Scenario 1 6.1 Assumptions For the 2040 Build Conditions Scenario 1, it was assumed that all of the projects in the PTRM 2.1 2035 scenario would be in place as shown in the 2040 No Build Conditions. In addition, the following changes to the roadway network were assumed for this scenario: Retain full interchange at Peters Creek Parkway. Remove interchange at Broad Street. Reconstruct full interchange at Marshall Street/Cherry Street. Remove partial interchange at Liberty Street.. Provide partial interchange at Main Street (too Business 40 EB/from Business 40 WB). Provide two lanes in each direction along Business 40. Provide one auxiliary lane along Business 40 EB and WB between Peters Creek Parkway and Marshall Street. Figure 2 illustrates these changes to the roadway network and is included in Appendix A. 6.2 Methodology The 2040 Build Conditions Scenario 1 traffic forecasts were primarily developed using the changes in travel patterns obtained by comparing the PTRM 2.1 model runs of 2035 No Build and Build Scenario 1 Conditions. The 20400 Build Conditions Scenario 1 traffic forecasts were obtained as follows: Step 1: The 2035 No Build Conditions PTRM 2.1 model network was modified to reflect the changes to the network as mentioned in Section 6.1. Step 2: A percentage change in the traffic volumes for each study segment was calculated by comparing the model estimates for the 2035 No Buildd and 2035 Build Conditions Scenario 1. Step 3: The changes in the travel patterns as computed in Step 2 were then applied to the 2040 No Build Conditions Volumes selected in Section 5.0. Step 4: After careful review and comparison of the Step 3 Traffic Estimates and traffic forecastss of other projects, the 2040 Build Conditions Scenario 1 traffic forecasts were finalized. The following travel changes in the study area were noticed between 2035 No Build and Build Scenario 1 model runs and applied to the 2040 No Build Conditions to obtain the 2040 Build Conditions Scenario 1: Broad Street Interchange Removal: All traffic previously accessing this interchange would be diverted to the Peters Creek Parkway interchange on Business 40 ass follows: 3

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL North of Business 40, % would be diverted to Second Street and 40% would be diverted to First Street. South of Business 40, % would be diverted to Academy Street. Liberty Street On Ramp Removal: 0% of the traffic would be diverted to the Business 40 on ramp at Marshall Street as follows, based on the existing traffic pattern: o 28% of this traffic would be diverted to First Street. o 30% of this traffic would be diverted to Second Street. o 12% of this traffic would be diverted to Fourth Street. o 18% of this traffic would be diverted to Fifth Street. o % of this traffic would be diverted to Martin Luther King, Jr. Drive. o 2% of this traffic would be diverted to north of Martin Luther King, Jr. Drive. % of the traffic would be diverted to the Business 40 on ramp at Martin Luther King, Jr. Drive and following the existing traffic pattern, would be diverted to Third Street. Liberty Street Off Ramp Removal: 82% of the traffic would be diverted to the Business 40 off ramp at Marshall Street north of Business 40 as follows, based on the existing traffic pattern: o 25% of this traffic would be diverted to First Street. o 28% of this traffic would be diverted to Second Street. o 22% of this traffic would be diverted to Fourth Street. o 11% of this traffic would be diverted to Fifth Street. o 11% of this traffic would be diverted to Martin Luther King, Jr. Drive. o 3% of this traffic would be diverted to north of Martin Luther King, Jr. Drive. 18% of the traffic would be diverted to the Business 40 off ramp at Marshall Street, south of Business 40, and following the existing traffic pattern, would be diverted to Brookstown Avenue. Table 6 1 presents the 2040 Build Conditions Scenarioo 1 traffic forecasts for the study area roads. The 2040 Build Conditions Scenario 1 AADT volumess with peak to day factors, directional splits and truck percentages are shown in Figure 6, presented in Appendix A. To estimate the turning movements for the 2040 Build Conditions Scenario 1, the 2040 No Build Conditions turning movement patterns were used as a base for all of the study locations. The TFU worksheets were developedd for each study intersection and are included in Appendix E. 40

Table 6 1 2040 Build Conditions Scenario 1 Traffic Forecasts Major Roadway Location 2040 No Build Conditions Traffic Forecasts Change in No Build and Build Forecasts 2040 Build Conditions Scenario 1 Traffic Forecasts (Selected Value) Peters Creek Pkwy south of Academy St 31,0 0 31,0 Peters Creek Pkwy north of Academy St 31,0 4,200 35,800 Peters Creek Pkwy south of Business 40 28,500 4,200 32,700 Peters Creek Pkwy north of Business 40 13,500 11,400 24,00 Peters Creek Pkwy north of First St,00 6,800 17,700 Broad St south of Wachovia Ave,200 3,300 6,00 Broad St south of Business 40 11,500 4,200 7,300 Broad St north of Business 40 18,700 11,400 7,300 Broad St north of First St 20, 6,800 13,300 Broad St south of Second St 18,00 6,800 12, Broad St north of Second St 21,000 0 21,000 Marshall St south of Brookstown Ave 2,500 0 2,500 Marshall St south of High St 3,000 800 3,800 Marshall St south of Business 40 1,800 4,300 6, Marshall St between Bus 40 Ramps 6, 0 6, Marshall St south of First St,0 4,000 14,0 Marshall St south of Second St,400 2,00 13,300 Marshall St north of Second St,00 1,700 11,0 Marshall St north of Fourth St,00 1,200 11, Marshall St north of Fifth St,800 500,300 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 20,300 1,000 21,300 Marshall St/Cherry St north of Martin Luther King, Jr. Dr 22, 0 22, Cherry St south of High St 0 0 0 Cherry St south of Business 40 4,700 7,00 12,0 Cherry St between Bus 40 Ramps 8,300 Cherry St south of First St 8,200 3,0 11,800 Cherry St south of Second St 8,0 2,700 11,300 Cherry St south of Third St,200 1,700,00 Cherry St south of Fourth St 11,00 1,700 13,0 Cherry St south of Fifth St,00 00,800 Cherry St north of Fifth St, 500,0 Trade St south of Fifth St 4,800 0 4,800 Trade St north of Fifth St 4,0 0 4,0 Trade St south of Martin Luther King, Jr. Dr 3,500 0 3,500 Trade St north of Martin Luther King, Jr. Dr 4,500 0 4,500 Liberty St south of Cemetery St 5,000 800 4,200 Liberty St south of Business 40 6,00 800 6, Liberty St between Bus 40 Ramps 6, Liberty St north of Business 40,500 4,400 6, Liberty St north of First St 11,200 3,300 7,00 Liberty St north of Second St 12, 2,,000 Liberty St south of Third St,400 2, 7,300 Liberty St north of Third St 7,700 1,700 6,000 Liberty St north of Fourth St 8,700 1,200 7,500 Liberty St north of Fifth St 5, 500 4,0 Liberty St south of Martin Luther King, Jr. Dr 7, 1,000 6, Main St south of Cemetery St 7,200 0 7,200 Main St south of Business 40 11,200 0 11,200 Main St between Bus 40 Ramps,500 3,0 6,00 Main St north of Business 40 15,500 3,0 11,00 Main St north of First St 14,800 2,700 12, Main St north of Second St 13,700 1,700 12,000 Main St north of Third St,500 1,700 7,800 Main St north of Fourth St 6,0 00 5,700 Main St north of Fifth St 4,500 500 4,000 Patterson Ave south of Martin Luther King, Jr. Dr 2,800 0 2,800

Table 6 1 2040 Build Conditions Scenario 1 Traffic Forecasts Continued Major Roadway Location 2040 No Build Conditions Traffic Forecasts Change in No Build and Build Forecasts 2040 Build Conditions Scenario 1 Traffic Forecasts (Selected Value) Patterson Ave north of Martin Luther King, Jr. Dr 7,0 0 7,0 Linden St south of Martin Luther King, Jr. Dr 3,0 0 3,0 US 52 south of Business 40 82,500 0 82,500 US 52 north of Business 40 7,000 0 7,000 US 52 south of Martin Luther King, Jr. Dr 7,000 0 7,000 US 52 north of Martin Luther King, Jr. Dr 3,800 0 3,800 Martin Luther King, Jr. Dr south of Lowery St 20,400 0 20,400 Martin Luther King, Jr. Dr south of Business 40 20,400 0 20,400 Martin Luther King, Jr. Dr south of First St 21,800 400 22,200 Martin Luther King, Jr. Dr north of First St 1,400 400 1,800 Academy St west of Peters Creek Pkwy 11,400 0 11,400 Academy St east of Peters Creek Pkwy 8,000 4,200 12,200 Wachovia St west of Broad St 1, 400 700 Wachovia St east of Broad St 1,400 500 00 Brookstown Ave west of Marshall St 1,300 0 1,300 Brookstown Ave east of Marshall St 1,800 800 2,0 Brookstown Ave west of Cherry St 2,800 800 3,0 Brookstown Ave east of Cherry St 2,0 800 3,400 High St west of Bus 40 EB Off Ramp 800 0 800 High St west of Marshall St 5,300 4,400,700 High St west of Cherry St 5,300 7,00 13,200 Cemetery St east of Liberty St 3,700 0 3,700 Cemetery St east of Main St 3, 0 3, Lowery St west of Martin Luther King, Jr. Dr 400 0 400 Business 40 west of Peters Creek Pkwy 0,200 0 0,200 Business 40 west of Broad St 6,400 0 6,400 Business 40 east of Broad St 6,400 0 6,400 Bus 40 EB Off Ramp north of High St 4,500 4,400 8,00 Bus 40 WB On Ramp at Marshall St 4,500 4,000 8,500 Business 40 EB between Marshall St ramps 43,700 4,400 3,300 Business 40 WB between Marshall St ramps 43,700 4,000 3,700 Bus 40 EB On Ramp from Marshall St 4,300 Bus 40 EB On Ramp from Cherry St 4,300 Bus 40 WB Off Ramp at Cherry St 3,500 0 3,500 Business 40 EB west of Liberty St 48,000 4,400 43,0 Business 40 WB west of Liberty St 47,200 4,000 43,200 Bus 40 WB On Ramp at Liberty St 4,400 Bus 40 EB Off Ramp at Liberty St/Main St 4,400 Bus 40 EB Off Ramp at Liberty St 800 Bus 40 EB Off Ramp at Main St 3,0 Business 40 EB between Main St ramps 43,0 0 43,0 Business 40 WB between Main St ramps 42,800 400 43,200 Bus 40 EB On Ramp at Liberty St/Main St 4,300 0 4,300 Bus 40 WB Off Ramp at Main St 5,000 0 5,000 Business 40 west of US 52 5,700 400 6, Business 40 east of US 52 1,000 400 1,400 Business 40 east of Martin Luther King, Jr. Dr 6,0 0 6,0 First St west of Peters Creek Pkwy 6,200 0 6,200 First St west of Broad St 7,200 4,0 11,800 First St east of Broad St 5,0 0 5,0 First St west of Marshall St 6,500 0 6,500 First St west of Cherry St 7, 7,000 First St west of Liberty St 6,00 200 6,700 First St west of Main St 7,800 7,700 First St east of Main St 5,300 0 5,300

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 6.3 Design Factors The peak to day (K), trucks (duals and TTSTs) and directional (D) factors under the 2040 Build Conditions Scenario 1 were assumed to remain the same as under the 2040 No Build Conditions at all but three locations. Table 6 2 shows the changes in the K and D factors between the 2040 No Build and Build Scenario 1 Conditions. The change inn traffic factors at thesee locations is due to the removal of Business 40 ramps at Broad Street andd at Liberty Street. No. Table 6 2 2035 Build Conditions Scenario 1 Traffic Factors Location 1 Broad St north of Second St Second St west of Broad St to east 2 of Broad St Liberty St between Business 40 3 Ramps to south of Second St Existing Conditions K D Direction Factor Factor SB 13 EB SB 2040 No Build Conditions K D Direction Factor Factor 55 SB 55 EB SB 44

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 7.0 2040 Build Conditions Scenario 2 7.1 Assumptions The 20400 Build Conditions Scenario 2 assumes that all of the projects in the PTRM 2.1 2035 scenario will be in place as shown in the 2040 No Build Conditions. In addition, the following changes to the roadway network are assumed for this scenario: Retain full interchange at Peters Creek Parkway. Provide partial interchange at Broad Street (too Business 40 EB/from Business 40 WB). Remove interchange at Marshall Street/Cherryy Street. Convert Marshall Street and Cherry Street to two way streets. Provide full interchange at Liberty Street/Mainn Street. Provide two lanes in each direction along Business 40. Provide one auxiliary lane along Business 40 EBB and WB between Broad Street and Liberty Street. Figure 3 illustrates these changes to the roadway network and is included in Appendix A. 7.2 Methodology The 2040 Build Conditions Scenario 2 traffic forecasts were primarily developed using the changes in travel patterns obtained by comparing the PTRM 2.1 model runs of 2040 No Build and Build Scenario 2 Conditions. Step 1: The 2035 No Build Conditions PTRM 2.1 model network was modified to reflect the changes to the network as mentioned in Section 7.1. Step 2: A percentage change in the traffic volumes for each study segment was calculated by comparing the model estimates for the 2035 No Buildd and 2035 Build Conditions Scenario 2. Step 3: The changes in the travel patterns as computed in Step 2 were then applied to the 2040 No Build Conditions Volumes selected in Section 5.0. Step 4: After careful review and comparison of the Step 3 Traffic Estimates and traffic forecastss of other projects, the 2040 Build Conditions Scenario 2 traffic forecasts were finalized. The following travel changes in the study area were noticed between 2035 No Build and Build Scenario 2 model runs and applied to the 2040 No Build Conditions to obtain the 2040 Build Conditions Scenario 2: Broad Street Eastbound Off Ramp and Westbound On Ramp Removal: All traffic previously accessing these ramps would be diverted to the Peters Creek Parkway interchange on Business 40 as follows: 45

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report North of Business 40, % would be diverted to Second Street and 40% would be diverted to First Street. South of Business 40, % would be diverted to Academy Street. Marshalll Street Westbound On Ramp Removal: 20% of this traffic would be diverted to First Street. 22% of this traffic would be diverted to Secondd Street. 16% of this traffic would be diverted to Fourth Street. % of this traffic would be divertedd to Fifth Street. 11% of this traffic would be diverted to Martin Luther King, Jr. Drive. 22% of this traffic would be diverted to north of Martin Luther King, Jr. Drive. Marshalll Street Eastbound Off Ramp Removal: 20% of this traffic would be diverted to south of Brookstown Avenue. % of this traffic would be divertedd to First Street. 13% of this traffic would be diverted to Secondd Street. 20% of this traffic would be diverted to Fourth Street. 11% of this traffic would be diverted to Fifth Street. 11% of this traffic would be diverted to Martin Luther King, Jr. Drive. 16% of this traffic would be diverted to north of Martin Luther King, Jr. Drive. FINAL Marshalll Street Eastbound On Ramp Removal: 0% of the traffic would be diverted to the Business 40 Eastbound on ramp at Liberty Street as follows, based on the existing traffic pattern: o 18% of this traffic would be diverted to First Street. o 26% of this traffic would be diverted to Second Street. o 15% of this traffic would be diverted to Fourth Street. o % of this traffic would be diverted to Fifth Street. o 13% of this traffic would be diverted to Martin Luther King, Jr. Drive. o 18% of this traffic would be diverted to north of Martin Luther King, Jr. Drive. % of the traffic would be diverted to the Business 40 on ramp at Martin Luther King, Jr. Drive and following the existing traffic pattern, would be diverted to Third Street. Cherry Street Westbound Off Ramp Removal: 0% of the traffic would be diverted to the Business 40 Westbound off ramp at Main Street as follows, based on the existing traffic pattern: o 13% of this traffic would be diverted to First Street. o 16% of this traffic would be diverted to Second Street. o 26% of this traffic would be diverted to Fourth Street. o % of this traffic would be diverted to Fifth Street. o 16% of this traffic would be diverted to Martin Luther King, Jr. Drive. o 1% of this traffic would be diverted to north of Martin Luther King, Jr. Drive. 46

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL % of the traffic would be diverted to the Business 40 offf ramp at Martin Luther King, Jr. Drive and following the existing traffic pattern, would be diverted to Third Street. Table 7 1 presents the 2035 Build Conditions Scenarioo 2 traffic forecasts for the study area roads. 2035 Build Conditions Scenario 2 AADT volumes with peak to day factors, directional splits and truck percentages are shown in Figure 7, presented in Appendix A. To estimate the turning movements for the 2040 Build Conditions Scenario 2, the 2040 No Build Conditions turning movement patterns were used as a base for all of the study locations. The TFU worksheets were developedd for each study intersection and are included in Appendix E. 47

Major Roadway Table 7 1 2040 Build Conditions Scenario 2 Traffic Forecasts Location 2040 No Build Conditions Traffic Forecasts Change in No Build and Build Forecasts 2040 Build Conditions Scenario 2 Traffic Forecasts (Selected Value) Peters Creek Pkwy south of Academy St 31,0 0 31,0 Peters Creek Pkwy north of Academy St 31,0 2, 33,700 Peters Creek Pkwy south of Business 40 28,500 2, 30,0 Peters Creek Pkwy north of Business 40 13,500 5,700 1,200 Peters Creek Pkwy north of First St,00 3,400 14,300 Broad St south of Wachovia Ave,200 1,700 8,500 Broad St south of Business 40 11,500 2,,400 Broad St north of Business 40 18,700 5,700 13,000 Broad St north of First St 20, 3,400 16,700 Broad St south of Second St 18,00 3,400 15,500 Broad St north of Second St 21,000 0 21,000 Marshall St south of Brookstown Ave 2,500 00 1,0 Marshall St south of High St 3,000 00 2, Marshall St south of Business 40 1,800 1,00 Marshall St between Bus 40 Ramps 6, Marshall St south of First St,0 8,700 1,00 Marshall St south of Second St,400 7, 3,300 Marshall St north of Second St,00 5,000 4,00 Marshall St north of Fourth St,00 4,200 5,700 Marshall St north of Fifth St,800 3,500 6,300 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 20,300 5,000 15,300 Marshall St/Cherry St north of Martin Luther King, Jr. Dr 22, 0 22, Cherry St south of High St 0 300 00 Cherry St south of Business 40 4,700 3,300 1,400 Cherry St south of First St 8,200 6,800 1,400 Cherry St south of Second St 8,0 6,000 2,0 Cherry St south of Third St,200 5,000 4,200 Cherry St south of Fourth St 11,00 4,0 7,300 Cherry St south of Fifth St,00 2,000 7,00 Cherry St north of Fifth St, 500 8,0 Trade St south of Fifth St 4,800 0 4,800 Trade St north of Fifth St 4,0 0 4,0 Trade St south of Martin Luther King, Jr. Dr 3,500 0 3,500 Trade St north of Martin Luther King, Jr. Dr 4,500 0 4,500 Liberty St south of Cemetery St 5,000 00 5,00 Liberty St south of Business 40 6,00 4,800 11,700 Liberty St between Bus 40 Ramps 6, 3,00,000 Liberty St north of Business 40,500 8,400 18,00 Liberty St north of First St 11,200 6,800 18,000 Liberty St north of Second St 12, 4,800 16,00 Liberty St south of Third St,400 4,800 14,200 Liberty St north of Third St 7,700 5,200 12,00 Liberty St north of Fourth St 8,700 3,500 12,200 Liberty St north of Fifth St 5, 2, 7,200 Liberty St south of Martin Luther King, Jr. Dr 7, 5,000 12, Main St south of Cemetery St 7,200 0 7,200 Main St south of Business 40 11,200 3,00 15, Main St between Bus 40 Ramps,500 3,0 14, Main St north of Business 40 15,500 6,700 22,200 Main St north of First St 14,800 5,00 20,700 Main St north of Second St 13,700 4,800 18,500 Main St north of Third St,500 4,800 14,300 Main St north of Fourth St 6,0 3,,700 Main St north of Fifth St 4,500 2,300 6,800 Patterson Ave south of Martin Luther King, Jr. Dr 2,800 0 2,800 Patterson Ave north of Martin Luther King, Jr. Dr 7,0 0 7,0

Major Roadway Table 7 1 2040 Build Conditions Scenario 2 Traffic Forecasts Continued Location 2040 No Build Conditions Traffic Forecasts Change in No Build and Build Forecasts 2040 Build Conditions Scenario 2 Traffic Forecasts (Selected Value) Linden St south of Martin Luther King, Jr. Dr 3,0 0 3,0 US 52 south of Business 40 82,500 0 82,500 US 52 north of Business 40 7,000 0 7,000 US 52 south of Martin Luther King, Jr. Dr 7,000 0 7,000 US 52 north of Martin Luther King, Jr. Dr 3,800 0 3,800 Martin Luther King, Jr. Dr south of Lowery St 20,400 0 20,400 Martin Luther King, Jr. Dr south of Business 40 20,400 0 20,400 Martin Luther King, Jr. Dr south of First St 21,800 800 22,0 Martin Luther King, Jr. Dr north of First St 1,400 800 20,200 Academy St west of Peters Creek Pkwy 11,400 0 11,400 Academy St east of Peters Creek Pkwy 8,000 2,, Wachovia St west of Broad St 1, 200 00 Wachovia St east of Broad St 1,400 200 1,200 Brookstown Ave west of Marshall St 1,300 0 1,300 Brookstown Ave east of Marshall St 1,800 0 1,800 Brookstown Ave west of Cherry St 2,800 0 2,800 Brookstown Ave east of Cherry St 2,0 2,500 High St west of Bus 40 EB Off Ramp 800 High St west of Marshall St 5,300 4,400 00 High St west of Cherry St 5,300 3,0 1,700 Cemetery St east of Liberty St 3,700 3,00 7,0 Cemetery St east of Main St 3, 0 3, Lowery St west of Martin Luther King, Jr. Dr 400 0 400 Business 40 west of Peters Creek Pkwy 0,200 0 0,200 Business 40 west of Broad St 6,400 7,800 88,0 Business 40 east of Broad St 6,400 0 6,400 Bus 40 EB Off Ramp north of High St 4,500 Bus 40 WB On Ramp at Marshall St 4,500 Business 40 EB between Marshall St ramps 43,700 Business 40 WB between Marshall St ramps 43,700 Bus 40 EB On Ramp from Marshall St 4,300 Bus 40 WB Off Ramp at Cherry St 3,500 Business 40 EB west of Liberty St 48,000 48, Business 40 WB west of Liberty St 47,200 1, 48,300 Bus 40 WB On Ramp at Liberty St 4,400 4,500 8,00 Bus 40 EB Off Ramp at Liberty St/Main St 4,400 4,500 8,00 Bus 40 EB Off Ramp at Liberty St 800 00 1,700 Bus 40 EB Off Ramp at Main St 3,0 3,0 7,200 Business 40 EB between Main St ramps 43,0 4,400 3,200 Business 40 WB between Main St ramps 42,800 3,400 3,400 Bus 40 EB On Ramp at Liberty St/Main St 4,300 3,00 8,200 Bus 40 WB Off Ramp at Main St 5,000 3, 8, Business 40 west of US 52 5,700 800 4,00 Business 40 east of US 52 1,000 800,200 Business 40 east of Martin Luther King, Jr. Dr 6,0 0 6,0 First St west of Peters Creek Pkwy 6,200 0 6,200 First St west of Broad St 7,200 2,300,500 First St east of Broad St 5,0 0 5,0 First St west of Marshall St 6,500 0 6,500 First St west of Cherry St 7, 400 6,700 First St west of Liberty St 6,00 200 6,700 First St west of Main St 7,800 0 7,800 First St east of Main St 5,300 0 5,300 First St west of Martin Luther King, Jr. Dr 1,300 0 1,300 First St east of Martin Luther King, Jr. Dr 4,00 0 4,00

Major Roadway Table 7 1 2040 Build Conditions Scenario 2 Traffic Forecasts Continued Location 2040 No Build Conditions Traffic Forecasts Change in No Build and Build Forecasts 2040 Build Conditions Scenario 2 Traffic Forecasts (Selected Value) Second St west of Broad St,00 3,400 14,300 Second St east of Broad St 8,400 0 8,400 Second St west of Marshall St,700 0,700 Second St west of Cherry St,800 00,00 Second St east of Cherry St,200, Second St west of Liberty St,200, Second St west of Main St 11,500 300 11,800 Second St east of Main St 7,800 0 7,800 Third St east of Cherry St 3,300 200 3,500 Third St west of Liberty St 3,300 200 3,500 Third St west of Main St 5,000 0 5,0 Third St east of Main St 5,000 0 5,0 Fourth St west of Marshall St 12,500 0 12,500 Fourth St west of Cherry St 12, 200 12,300 Fourth St west of Trade St,00 1,200 12, Fourth St west of Liberty St 8,00 1,200, Fourth St west of Main St 8, 500 8,0 Fourth St east of Main St 7,200 0 7,200 Fifth St west of Marshall St,000 0,000 Fifth St west of Cherry St, 300,400 Fifth St west of Trade St,00 200,700 Fifth St west of Liberty St,300 200, Fifth St west of Main St,500 200,700 Fifth St east of Main St,000 0,000 Martin Luther King, Jr. Dr west of Marshall St 15,0 0 15,0 Martin Luther King, Jr. Dr east of Cherry St 22,200 2,0 24,800 Martin Luther King, Jr. Dr west of Liberty St 25,0 2,0 28,200 Martin Luther King, Jr. Dr west of Patterson Ave 28,300 0 28,300 Martin Luther King, Jr. Dr west of Linden St 31, 0 31, Martin Luther King, Jr. Dr west of US 52 2, 0 2, Martin Luther King, Jr. Dr east of US 52 1,500 0 1,500

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 7.3 Design Factors The peak to day (K), trucks (duals and TTSTs) and directional (D) factors under the 2040 Build Conditions Scenario 2 were assumed to remain the same as under the 2040 No Build Conditions along all but six locations. Table 7 2 shows the changes in the K and D factors between the 2040 No Build and Build Scenario 2 Conditions. The change in traffic factors at these locations is due to the conversion of Marshall Street and Cherry Street from one way to two way streets. No. 1 2 3 Marshall St south of Brookstown Ave to south of High St Marshall St north of High St to south of Second St Marshall St north of Second St to north of Fifth St 4 Cherry St south of High St 5 6 Table 7 2 2035 Build Conditions Scenario 2 Traffic Factors Location Cherry St north of High St to south of Second St Cherry St north of Second St to north of Fifth St Existing Conditions K D Direction Factor Factor 65 13 55 13 SB SB SB NB NB NB 2040 No Build Conditions K D Direction Factor Factor 55 SB SB SB NB NB NB 51

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL 8.0 Comparison with Past Forecasts There is one past traffic forecast in the area, for this same project, U 2827B. Table 8 1 compares the previous U 2827B traffic forecasts withh the current traffic forecasts for each segment in the study area. The previous U 2827B traffic forecasts are different from the current forecasts for the following reasons: 1. Due to economic downturn, there have been significant changes in the development along the study area roads and the /2012 field data clearly showed this change. 2. The current forecasts were performed using the updated socioeconomic data and the latest PTRM version 2.1. 3. Roadway improvements included in the 2035 Build Scenarios within the 2007 forecast report are different from the roadway improvements included in the current traffic forecast report. 52

Table 8 1 Comparison of Past Forecasts Annual Average Daily Traffic Volume Forecasts U 2827B September 2007 U 2827B May 2013 Main Roadway Location 2007 Existing Conditions 2035 No Build Conditions (Alt A) 2035 Build Conditions (Alt B) 2035 Build Conditions (Alt C) Existing Conditions 2040 No Build Conditions 2040 Build Conditions Scenario 1 2040 Build Conditions Scenario 2 Peters Creek Pkwy south of Academy St 22,000 31,0 31,0 31,0 Peters Creek Pkwy north of Academy St 22,000 31,0 35,800 33,700 Peters Creek Pkwy south of Business 40 28,400 44,0 44,0 44,0 20,000 28,500 32,700 30,0 Peters Creek Pkwy north of Business 40 14,000 24,400 24,400 24,400 8,400 13,500 24,00 1,200 Peters Creek Pkwy north of First St 7,500 13, 13, 13, 7,,00 17,700 14,300 Broad St south of Wachovia Ave,000 15,00 16,700 16,700 7,00,200 6,00 8,500 Broad St south of Business 40,300 18,000 1,300 1,300 8,00 11,500 7,300,400 Broad St north of Business 40 16, 28,000 2,300 2,300 14,500 18,700 7,300 13,000 Broad St north of First St 16,0 2, 30,000 30,000 14,700 20, 13,300 16,700 Broad St south of Second St 13,800 18,00 12, 15,500 Broad St north of Second St 15,0 21,000 21,000 21,000 Marshall St south of Brookstown Ave 2, 2,500 2,500 1,0 Marshall St south of High St 3,700 6,500 6,500 6,500 2,0 3,000 3,800 2, Marshall St south of Business 40 2,300 4, 4, 3,800 1,0 1,800 6, 1,00 Marshall St between Bus 40 Ramps 4,800 8,500 8,500 8,200 4,00 6, 6, Marshall St south of First St 7,800 13,0 13,0 15,200 8,400,0 14,0 1,00 Marshall St south of Second St 7,400 12,00 12,00 15,200 7,700,400 13,300 3,300 Marshall St north of Second St 8,000,00 11,0 4,00 Marshall St north of Fourth St 8,000,00 11, 5,700 Marshall St north of Fifth St 7,00,800,300 6,300 Marshall St/Cherry St south of Martin Luther King, Jr. Dr 15,800 20,300 21,300 15,300 Marshall St/Cherry St north of Martin Luther King, Jr. Dr 18,300 22, 22, 22, Cherry St south of High St 1,300 2,300 2,300 2,300 0 0 0 00 Cherry St south of Business 40 4,500 7,800 7,800 8,800 3,700 4,700 12,0 1,400 Cherry St between Bus 40 Ramps 8,300 Cherry St south of First St 7,000 12,200 12,200 13,200 6,400 8,200 11,800 1,400 Cherry St south of Second St 6,700 11,700 11,700 13,500 6,500 8,0 11,300 2,0 Cherry St south of Third St 7,000,200,00 4,200 Cherry St south of Fourth St 8,300 11,00 13,0 7,300 Cherry St south of Fifth St 7,200,00,800 7,00 Cherry St north of Fifth St 6,700,,0 8,0 Trade St south of Fifth St 2,800 4,800 4,800 4,800 Trade St north of Fifth St 2,700 4,0 4,0 4,0 Trade St south of Martin Luther King, Jr. Dr 2,000 3,500 3,500 3,500 Trade St north of Martin Luther King, Jr. Dr 2,0 4,500 4,500 4,500 Liberty St south of Cemetery St 2,00 5,000 4,200 5,00 Liberty St south of Business 40 5, 8,800 8,800 8,800 4,000 6,00 6, 11,700 Liberty St between Bus 40 Ramps 3,400 6,,000 Liberty St north of Business 40 8,300 14,400 14,400 14,400 6,800,500 6, 18,00

Table 8 1 Comparison of Past Forecasts Continued Annual Average Daily Traffic Volume Forecasts U 2827B September 2007 U 2827B May 2013 Main Roadway Location 2007 Existing Conditions 2035 No Build Conditions (Alt A) 2035 Build Conditions (Alt B) 2035 Build Conditions (Alt C) Existing Conditions 2040 No Build Conditions 2040 Build Conditions Scenario 1 2040 Build Conditions Scenario 2 Liberty St north of First St 7,0 13,200 13,200 13,200 6,0 11,200 7,00 18,000 Liberty St north of Second St 7,700 12,,000 16,00 Liberty St south of Third St 6,000,400 7,300 14,200 Liberty St north of Third St 5,000 7,700 6,000 12,00 Liberty St north of Fourth St 5,0 8,700 7,500 12,200 Liberty St north of Fifth St 3,500 5, 4,0 7,200 Liberty St south of Martin Luther King, Jr. Dr 4, 7, 6, 12, Main St south of Cemetery St 4,200 7,200 7,200 7,200 Main St south of Business 40 6,500 11,300 11,300 6,500 11,200 11,200 15, Main St between Bus 40 Ramps 6,000,500 6,00 14, Main St north of Business 40,700 16,00 16,00,00 15,500 11,00 22,200 Main St north of First St 6,500 11,300 11,300 11,300 6,200 14,800 12, 20,700 Main St north of Second St 8,00 13,700 12,000 18,500 Main St north of Third St 6,400,500 7,800 14,300 Main St north of Fourth St 4,700 6,0 5,700,700 Main St north of Fifth St 3,500 4,500 4,000 6,800 Patterson Ave south of Martin Luther King, Jr. Dr 1,0 2,800 2,800 2,800 Patterson Ave north of Martin Luther King, Jr. Dr 4,400 7,0 7,0 7,0 Linden St south of Martin Luther King, Jr. Dr 2, 3,0 3,0 3,0 US 52 south of Business 40,400 82,500 82,500 82,500 US 52 north of Business 40 7,400 7,000 7,000 7,000 US 52 south of Martin Luther King, Jr. Dr 7,400 7,000 7,000 7,000 US 52 north of Martin Luther King, Jr. Dr 77,000 3,800 3,800 3,800 Martin Luther King, Jr. Dr south of Lowery St 15,700 20,400 20,400 20,400 Martin Luther King, Jr. Dr south of Business 40 15,800 20,400 20,400 20,400 Martin Luther King, Jr. Dr south of First St 16,800 21,800 22,200 22,0 Martin Luther King, Jr. Dr north of First St 15,000 1,400 1,800 20,200 Academy St west of Peters Creek Pkwy 8,000 11,400 11,400 11,400 Academy St east of Peters Creek Pkwy 5,0 8,000 12,200, Wachovia St west of Broad St 1,000 1,700 1,700 1,700 800 1, 700 00 Wachovia St east of Broad St 800 1,700 1,700 1,700 1,000 1,400 00 1,200 Brookstown Ave west of Marshall St 1,000 1,300 1,300 1,300 Brookstown Ave east of Marshall St 1,300 1,800 2,0 1,800 Brookstown Ave west of Cherry St 2,200 2,800 3,0 2,800 Brookstown Ave east of Cherry St 2,000 2,0 3,400 2,500 High St west of Bus 40 EB Off Ramp 1, 1,00 1,00 1,00 0 800 800 High St west of Marshall St 4,400 7,500 7,500 8,800 4, 5,300,700 00 High St west of Cherry St 4,400 7,500 7,500 8,500 4,300 5,300 13,200 1,700 Cemetery St east of Liberty St 2, 3,700 3,700 7,0

Table 8 1 Comparison of Past Forecasts Continued Annual Average Daily Traffic Volume Forecasts U 2827B September 2007 U 2827B May 2013 Main Roadway Location 2007 Existing Conditions 2035 No Build Conditions (Alt A) 2035 Build Conditions (Alt B) 2035 Build Conditions (Alt C) Existing Conditions 2040 No Build Conditions 2040 Build Conditions Scenario 1 2040 Build Conditions Scenario 2 Cemetery St east of Main St 1,800 3, 3, 3, Lowery St west of Martin Luther King, Jr. Dr 300 400 400 400 Business 40 west of Peters Creek Pkwy 64,000 84,0 84,0 84,0 70,000 0,200 0,200 0,200 Business 40 west of Broad St 70,400 5,0 5,0 5,0 74,800 6,400 6,400 88,0 Business 40 east of Broad St 71,000 6,800 6,800 6,800 74,800 6,400 6,400 6,400 Bus 40 EB Off Ramp north of High St 4,000 6,00 6,00 6,00 3,500 4,500 8,00 Bus 40 WB On Ramp at Marshall St 3,500 4,500 8,500 Business 40 EB between Marshall St ramps 31,500 41,500 41,500 41,500 33,00 43,700 3,300 Business 40 WB between Marshall St ramps 31,500 41,500 41,500 41,500 33,00 43,700 3,700 Bus 40 EB On Ramp from Marshall St 2,500 4,400 4,400 4,400 3,300 4,300 Bus 40 EB On Ramp from Cherry St 4,300 Bus 40 WB Off Ramp at Cherry St 2,500 4,400 4,400 4,400 2,700 3,500 3,500 Business 40 EB west of Liberty St 34,000 45,00 45,00 45,00 37,200 48,000 43,0 48, Business 40 WB west of Liberty St 34,000 45,00 45,00 45,00 36,0 47,200 43,200 48,300 Bus 40 WB On Ramp at Liberty St 4,200 7,300 7,300 7,300 3,400 4,400 8,00 Bus 40 EB Off Ramp at Liberty St/Main St 4,200 7,300 7,300 7,300 3,400 4,400 8,00 Bus 40 EB Off Ramp at Liberty St 1,000 1,700 1,700 1,700 0 800 1,700 Bus 40 EB Off Ramp at Main St 3,200 5,0 5,0 5,0 2,800 3,0 7,200 Business 40 EB between Main St ramps 2,800 38,0 38,0 38,0 33,800 43,0 43,0 3,200 Business 40 WB between Main St ramps 2,800 38,0 38,0 38,0 33,200 42,800 43,200 3,400 Bus 40 EB On Ramp at Liberty St/Main St 2,500 4,400 4,400 4,400 3,300 4,300 4,300 8,200 Bus 40 WB Off Ramp at Main St 2,500 4,400 4,400 4,400 3,00 5,000 5,000 8, Business 40 west of US 52 64,0 86,000 86,000 86,000 74,200 5,700 6, 4,00 Business 40 east of US 52 78,200 1,000 1,400,200 Business 40 east of Martin Luther King, Jr. Dr 74,800 6,0 6,0 6,0 First St west of Peters Creek Pkwy 3,800 6,0 6,0 6,0 3,700 6,200 6,200 6,200 First St west of Broad St 5,00,300,700,700 4,000 7,200 11,800,500 First St east of Broad St 4,500 7,00 7,00 7,00 3,800 5,0 5,0 5,0 First St west of Marshall St 3,800 7,000 7,000 6,00 3,00 6,500 6,500 6,500 First St west of Cherry St 4,200 7,700 7,700 6,00 4,0 7, 7,000 6,700 First St west of Liberty St 4,800 8,400 8,400 8,400 4,700 6,00 6,700 6,700 First St west of Main St 5,500,0,0,0 4,00 7,800 7,700 7,800 First St east of Main St 5,300,200,200,200 3,0 5,300 5,300 5,300 First St west of Martin Luther King, Jr. Dr 1,000 1,300 1,300 1,300 First St east of Martin Luther King, Jr. Dr 3,800 4,00 4,00 4,00 Second St west of Broad St 6,500,00 17,700 14,300 Second St east of Broad St 4,300 8,400 8,400 8,400 Second St west of Marshall St 5,400,700,700,700 Second St west of Cherry St 5,700,800,800,00

Business 40 Reconstruction TIP No.: U-2827B Traffic Forecast Report FINAL Appendix A: Figures 57

Thur Cleveland Ave Camero Forsyth County, Div. 52 Bowen Bl Martin Luther King Jr Dr Highland Ave Claremont Ave Reynolda Rd ³ 52 Northwest Blvd Northwest Blvd Glade St 1st St Brookstown Ave 4th St Burke St 6th St 5th St 4th St 2nd St 1st St Marshall St Cherry St Liberty St Main St Patterson Ave Cemetery St 3rd St Linden St 40 1st St 3rd St Martin Luther King Jr Dr Cameron Ave Lowery St " 150 Silas Creek Pky 40 40 STUDY AREA FIGURE 1 LEGEND Study Intersection Highway 158 Local Road Broad St Wachovia St Stadium Dr Peters Creek Pkwy " Academy St Marshall St Old Salem Rd 150 Salem Ave 52 1 inch = 1,000 feet TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DATE: June 2013 PREPARED BY: RS&H DIVISION: LOCATION: Reconstruct Business 40 between Fourth Street and Church Street PROJECT: Business 40 Reconstruction Study

MATCHLINE B Marshal St Cherry St 83 Forsyth County, Div. Broad St 80 16 3 1 70 Third St 52 156 70 40 158 First St 37 BUSINESS 40 55 700 ( 6, 7 ) 16 1 6 24 13 84 12 6 40 4 200 71 40 748 Second St 65 13 13 27 4 6 7 138 147 14 6 6 12 145 44 44 16 16 8 43 38 748 35 11 35 35 4 33 33 16 14 12 54 57 52 11 7 13 77 3 46 47 84 13 18 33 13 65 64 37 33 37 13 27 27 Second St First St 366 372 13 ( 6, 7 ) BUSINESS 40 MATCHLINE A 150 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS EXISTING CONDITIONS FIGURE 4 SHEET 1 OF 3 LEGEND DHV D (d,t) 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period Academy St 80 220 27 30 150 18 15 55 56 Wachovia St 8 5 7 1 1 7 High St 70 6 35 4 37 8 6 6 Brookstown Ave 41 43 26 65 55 2 7 4 2 Cherry St 13 22 20 8 3 1 8 6 13 W N E Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street 220 Peters Creek Pkwy Broad St 21 Marshal St S Not To Scale PROJECT: Business 40 Recontruction Study

MATCHLINE B Liberty St 50 64 Main St 52 Martin Luther King Jr., Dr Forsyth County, Div. 1 8 18 2 18 6 13 30 Third St 70 8 ( 2, 5 ) 74 112 52 77 8 40 158 52 13 33 35 2 63 22 13 13 13 Second St 40 0 150 150 MATCHLINE A 366 47 13 34 66 1 68 34 34 21 4 13 62 6 31 12 13 3 36 First St 0 13 3 332 74 162 2 First St 742 782 65 4 5 27 168 40 14 38 748 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS EXISTING CONDITIONS FIGURE 4 SHEET 2 OF 3 LEGEND DHV D (d,t) 372 BUSINESS 40 ( 6, 7 ) 13 34 6 34 28 28 13 33 338 33 5 4 87 Lowery St 3 26 18 158 2 1 55 ( 6, 7 ) BUSINESS 40 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: 40 6 16 21 5 15 80 65 2 42 15 11 1 2 Liberty St Main St Cemetery St 18 8 ( 2, 5 ) 52 157 Martin Luther King Jr., Dr W N S Not To Scale E DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street PROJECT: Business 40 Recontruction Study

Marshal St/Cherry St Paterson Ave Trade St 52 Forsyth County, Div. 183 55 26 8 55 44 55 770 8 ( 2, 5 ) Martin Luther King Jr., Dr 3 1 50 1 25 76 3 14 1 Martin Luther King Jr., Dr 6 13 28 111 55 18 1 23 12 127 116 16 5 16 16 55 30 26 112 52 158 20 8 41 16 80 21 74 40 158 Paterson Ave Linden St Liberty St Main St 150 8 7 67 27 Trade St 35 35 ( 2, 5 ) ANNUAL AVERAGE DAILY TRAFFIC FORECASTS Fifth St 56 70 4 4 57 1 6 62 7 8 5 4 11 1 15 1 12 2 3 52 Fifth St 70 EXISTING CONDITIONS FIGURE 4 SHEET 3 OF 3 80 72 28 8 56 47 LEGEND DHV (d,t) D Fourth St 70 8 70 7 8 6 68 6 15 6 8 61 1 51 7 2 47 5 12 1 11 42 Fourth St 8 70 000 DHV D No. of Vehicles Per Day in 's Design Hourly Volume (%) Peak Hour Directional Split (%) Peak Period Direction of D 80 83 Marshal St Main St Cherry St 50 64 Liberty St 52 Martin Luther King Jr., Dr (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: MATCHLINE B DATE: June 2013 PREPARED BY: RS&H N LOCATION: Reconstruct Business 40 between W E Fourth Street and Church Street PROJECT: S Not To Scale Business 40 Recontruction Study

MATCHLINE B Marshal St Cherry St 11 Forsyth County, Div. Broad St 30 3 33 Third St 52 2 2 40 158 Second St 43 12 20 84 7 11 11 14 1 8 13 7 2 Second St 150 First St BUSINESS 40 62 02 ( 6, 7 ) 33 11 135 52 3 51 15 8 285 121 18 201 28 7 72 56 65 8 187 13 57 57 64 64 21 115 21 45 45 437 437 4 8 8 6 45 61 18 13 12 43 13 71 43 86 8 6 82 47 47 7 5 35 13 6 35 First St 472 480 ( 6, 7 ) BUSINESS 40 MATCHLINE A 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE NO BUILD CONDITIONS FIGURE 5 SHEET 1 OF 3 LEGEND DHV D (d,t) 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period 316 3 43 26 Wachovia St Academy St Brookstown Ave 114 150 22 55 80 11 6 1 2 1 70 High St 8 14 45 4 47 13 53 53 8 30 3 4 6 3 65 55 4 2 18 28 26 6 6 13 Cherry St 8 W N E Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street 316 Peters Creek Pkwy Broad St 25 Marshal St S Not To Scale PROJECT: Business 40 Recontruction Study

MATCHLINE B Liberty St 77 5 Main St 52 Martin Luther King Jr., Dr Forsyth County, Div. 33 14 1 4 121 1 31 50 1 31 137 22 50 Third St 8 ( 2, 5 ) 70 15 40 52 158 2 20 34 115 23 22 32 23 13 36 8 Second St 78 14 150 MATCHLINE A 472 6 44 13 15 5 112 44 23 14 61 78 148 24 5 21 15 155 13 50 53 First St 50 428 70 208 271 First St 13 57 65 5 13 7 35 218 52 18 4 66 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE NO BUILD CONDITIONS FIGURE 5 SHEET 2 OF 3 LEGEND DHV D (d,t) 480 BUSINESS 40 ( 6, 7 ) 13 61 6 8 44 36 8 28 37 15 80 13 36 43 50 72 26 1 2 3 Liberty St Main St 436 5 43 112 Cemetery St 31 122 112 825 8 ( 2, 5 ) 52 Lowery St 4 204 2 2 33 23 204 55 Martin Luther King Jr., Dr ( 6, 7 ) W BUSINESS 40 N S Not To Scale E 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street PROJECT: Business 40 Recontruction Study

Marshal St/Cherry St Paterson Ave Trade St 52 Forsyth County, Div. 55 221 45 76 55 55 38 8 ( 2, 5 ) 8 Martin Luther King Jr., Dr Extension 156 23 73 31 47 222 5 24 2 17 Martin Luther King Jr., Dr 256 22 4 283 55 31 40 2 21 311 28 8 21 55 66 85 21 34 15 52 203 35 8 71 28 80 36 70 40 158 Liberty St Main St Paterson Ave Linden St 150 8 Fifth St 8 16 7 7 17 1 1 2 16 16 46 Trade St 51 45 16 12 7 2 2 3 5 16 14 1 26 21 3 0 5 Fifth St ( 2, 5 ) 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE NO BUILD CONDITIONS FIGURE 5 SHEET 3 OF 3 48 8 87 66 LEGEND DHV (d,t) D Fourth St 125 12 16 14 121 26 14 34 14 8 12 17 2 81 16 3 21 1 72 Fourth St 000 DHV D No. of Vehicles Per Day in 's Design Hourly Volume (%) Peak Hour Directional Split (%) Peak Period Direction of D 11 Marshal St Main St Cherry St 77 Liberty St 5 52 Martin Luther King Jr., Dr (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: MATCHLINE B DATE: June 2013 PREPARED BY: RS&H N LOCATION: Reconstruct Business 40 between W E Fourth Street and Church Street PROJECT: S Not To Scale Business 40 Recontruction Study

MATCHLINE B Marshal St Cherry St 136 Forsyth County, Div. Broad St 116 30 3 33 Third St 52 2 55 40 158 Second St 177 55 111 12 121 20 84 55 7 11 17 14 25 8 13 16 11 Second St 150 First St BUSINESS 40 62 02 ( 6, 7 ) 33 11 73 72 65 327 358 3 43 3 68 Wachovia St Academy St Brookstown Ave 114 24 177 142 150 22 7 55 122 118 7 133 74 7 8 73 13 2 4 1 1 56 64 64 73 6 70 High St 8 8 8 85 13 65 37 33 7 8 133 8 14 17 146 85 61 61 47 18 6 38 3 17 4 3 13 13 65 70 132 55 113 8 7 11 118 83 126 126 6 35 43 4 2 26 36 34 6 13 13 35 43 Cherry St 67 8 First St ( 6, 7 ) 432 436 W BUSINESS 40 N MATCHLINE A E 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE BUILD CONDITIONS SCENARIO 1 FIGURE 6 SHEET 1 OF 3 LEGEND DHV D (d,t) 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street 316 Peters Creek Pkwy Broad St 25 Marshal St S Not To Scale PROJECT: Business 40 Recontruction Study

MATCHLINE B Liberty St 78 Main St 52 Martin Luther King Jr., Dr Forsyth County, Div. 33 14 1 73 5 31 54 1 31 22 54 Third St 8 ( 2, 5 ) 70 15 52 120 40 158 20 17 34 16 113 36 26 8 1 Second St 78 18 150 MATCHLINE A 7 13 23 67 77 61 121 24 5 16 11 11 13 50 53 First St 70 First St 13 65 5 13 7 35 222 4 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE BUILD CONDITIONS SCENARIO 1 FIGURE 6 SHEET 2 OF 3 LEGEND 432 50 61 208 271 56 14 66 18 DHV (d,t) D 436 BUSINESS 40 ( 6, 7 ) 61 6 112 28 26 1 37 15 80 2 3 42 72 13 Liberty St Main St 43 Cemetery St 31 43 122 825 8 ( 2, 5 ) 112 52 Lowery St 4 204 2 2 33 23 204 55 Martin Luther King Jr., Dr ( 6, 7 ) W BUSINESS 40 N S Not To Scale E 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street PROJECT: Business 40 Recontruction Study

Marshal St/Cherry St Paterson Ave Trade St 52 Forsyth County, Div. 55 55 221 45 76 8 55 38 8 ( 2, 5 ) Martin Luther King Jr., Dr Extension 156 23 71 33 53 224 5 24 2 17 Martin Luther King Jr., Dr 258 18 43 283 55 31 40 2 21 311 28 8 21 66 21 55 85 34 15 52 213 35 8 61 28 80 36 70 40 158 Liberty St Main St Paterson Ave Linden St 150 8 Fifth St 3 6 16 7 21 46 2 16 16 12 1 11 16 14 Trade St 2 8 2 46 40 7 2 2 3 16 22 18 3 4 0 Fifth St ( 2, 5 ) 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE BUILD CONDITIONS SCENARIO 1 FIGURE 6 SHEET 3 OF 3 111 8 48 8 75 57 LEGEND DHV (d,t) D Fourth St 125 12 20 14 11 118 30 18 6 34 14 86 12 17 2 81 12 2 17 15 72 Fourth St 000 DHV D No. of Vehicles Per Day in 's Design Hourly Volume (%) Peak Hour Directional Split (%) Peak Period Direction of D 116 136 Marshal St Main St Cherry St Liberty St 78 52 Martin Luther King Jr., Dr (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: MATCHLINE B DATE: June 2013 PREPARED BY: RS&H N LOCATION: Reconstruct Business 40 between W E Fourth Street and Church Street PROJECT: S Not To Scale Business 40 Recontruction Study

MATCHLINE B Marshal St Cherry St 73 Forsyth County, Div. Broad St 4 33 2 35 Third St 52 2 55 42 40 158 Second St 143 55 77 12 20 155 84 55 12 12 12 7 3 5 3 12 5 1 Second St 150 First St 62 33 3 11 74 12 143 167 51 7 5 56 65 8 13 130 33 26 8 1 8 8 67 67 2 2 2 1 14 First St MATCHLINE A 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE BUILD CONDITIONS SCENARIO 2 FIGURE 7 SHEET 1 OF 3 BUSINESS 40 02 ( 6, 7 ) 73 72 8 121 886 64 57 21 1 14 483 481 ( 6, 7 ) BUSINESS 40 000 DHV LEGEND DHV D (d,t) No. of Vehicles Per Day in 's Design Hourly Volume (%) 306 D Peak Hour Directional Split (%) 4 Peak Period Direction of D 337 3 43 47 Wachovia St Academy St Brookstown Ave 114 150 22 55 1 4 7 1 85 1 70 12 High St 13 1 1 21 3 4 4 17 8 6 3 55 6 3 18 28 25 11 6 Cherry St 8 W N E (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street 316 Peters Creek Pkwy Broad St 16 Marshal St S Not To Scale PROJECT: Business 40 Recontruction Study

MATCHLINE B Liberty St 12 143 Main St 52 Martin Luther King Jr., Dr Forsyth County, Div. 35 14 1 142 5 31 56 1 31 185 22 56 Third St 8 ( 2, 5 ) 70 15 40 52 158 16 1 20 31 34 34 13 118 36 3 8 27 Second St 78 202 150 MATCHLINE A 483 67 8 180 13 22 18 8 207 23 24 5 78 23 25 1 13 13 222 141 13 81 53 First St 81 34 First St 13 226 70 5 13 208 271 52 26 4 7 35 65 4 2 66 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE BUILD CONDITIONS SCENARIO 2 FIGURE 7 SHEET 2 OF 3 LEGEND DHV D (d,t) 481 BUSINESS 40 8 72 17 17 117 67 65 1 76 15 80 2 3 5 72 72 82 151 Liberty St Main St 32 82 Cemetery St 31 122 112 825 8 ( 2, 5 ) 52 Lowery St 4 204 2 2 33 23 204 55 Martin Luther King Jr., Dr ( 6, 7 ) W BUSINESS 40 N S Not To Scale E 000 No. of Vehicles Per Day in 's DHV Design Hourly Volume (%) D Peak Hour Directional Split (%) Peak Period Direction of D (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: DATE: June 2013 PREPARED BY: RS&H LOCATION: Reconstruct Business 40 between Fourth Street and Church Street PROJECT: Business 40 Recontruction Study

Marshal St/Cherry St Paterson Ave Trade St 52 Forsyth County, Div. 55 55 221 45 76 8 55 38 8 ( 2, 5 ) Martin Luther King Jr., Dr Extension 156 23 23 3 35 248 5 24 2 17 Martin Luther King Jr., Dr 282 61 283 55 31 40 2 21 311 28 8 21 55 66 21 85 34 15 52 153 35 8 121 28 80 36 70 40 158 Liberty St Main St Paterson Ave Linden St 150 8 Fifth St 63 11 6 8 4 86 12 7 7 46 Trade St 72 68 16 12 7 2 2 7 1 7 16 14 24 35 26 3 8 0 Fifth St ( 2, 5 ) 2040 ANNUAL AVERAGE DAILY TRAFFIC FORECASTS FUTURE BUILD CONDITIONS SCENARIO 2 FIGURE 7 SHEET 3 OF 3 57 7 48 8 122 7 LEGEND DHV (d,t) D Fourth St 125 11 11 14 6 123 11 12 14 7 121 34 14 1 12 17 2 86 28 8 32 25 72 Fourth St 000 DHV D No. of Vehicles Per Day in 's Design Hourly Volume (%) Peak Hour Directional Split (%) Peak Period Direction of D 4 73 Marshal St Main St Cherry St 12 Liberty St 143 52 Martin Luther King Jr., Dr (d,t) Duals, TT-ST's (%) TIP: U-2827 B WBS: 34872.1.1 COUNTY: Forsyth DIVISION: MATCHLINE B DATE: June 2013 PREPARED BY: RS&H N LOCATION: Reconstruct Business 40 between W E Fourth Street and Church Street PROJECT: S Not To Scale Business 40 Recontruction Study