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HomeMy WebLinkAbout10/22/2019 - RegularPage 1 of 5 INVOCATION: PLEDGE OF ALLEGIANCE TO THE UNITED STATES FLAG Disclaimer: “Any invocation that may be offered before the official start of the Board meeting shall be the voluntary offering of a private citizen, to and for the benefit of the Board. The views or beliefs expressed by the invocation speaker have not been previously reviewed or approved by the Board and do not necessarily represent the religious beliefs or views of the Board in part or as a whole. No member of the community is required to attend or participate in the invocation and such decision will have no impact on their right to actively participate in the business of the Board.” Roanoke County Board of Supervisors October 22, 2019 Page 2 of 5 Good afternoon and welcome to our meeting for October 22, 2019. Regular meetings are held on the second and fourth Tuesday at 3:00 p.m. Public hearings are held at 7:00 p.m. on the fourth Tuesday of each month. Deviations from this schedule will be announced. The meetings are broadcast live on RVTV, Channel 3, and will be rebroadcast on Thursday at 7:00 p.m. and on Saturday at 4:00 p.m. Board of Supervisors meetings can also be viewed online through Roanoke County’s website at www.RoanokeCountyVA.gov. Our meetings are closed-captioned, so it is important for everyone to speak directly into the microphones at the podium. Individuals who require assistance or special arrangements to participate in or attend Board of Supervisors meetings should contact the Clerk to the Board at (540) 772-2005 at least 48 hours in advance. Please turn all cell phones off or place on silent. A. OPENING CEREMONIES 1. Roll Call B. REQUESTS TO POSTPONE, ADD TO OR CHANGE THE ORDER OF AGENDA ITEMS C. PROCLAMATIONS, RESOLUTIONS, RECOGNITIONS AND AWARDS 1. Recognition of Cmdr. Raymond Torres for receiving the International Association of Chiefs of Police (IACP) 40 under 40 Award (Howard B. Hall, Chief of Police) 2. Proclamation recognizing November 2019 as National Adoption Month and November 23, 2019, as National Adoption Day in the County of Roanoke (Ben Jones, Family Services Supervisor) D. BRIEFINGS Roanoke County Board of Supervisors Agenda October 22, 2019 Page 3 of 5 E. REQUEST FOR PUBLIC HEARINGS AND FIRST READING OF REZONING ORDINANCE-CONSENT AGENDA: Approval of these items does not indicate support for, or judge the merits of, the requested zoning actions but satisfies procedural requirements and schedules the Public Hearings which will be held after recommendation by the Planning Commission: 1. The petition of Fellowship Community Church to rezone property to remove the proffered conditions and to obtain a special use permit for a religious assembly on approximately 3.50 acres zoned C-2C, High Intensity Commercial, District with conditions, located near the 6500 block of Merriman Road, Cave Spring Magisterial District 2. The petition of Roanoke Valley Resource Authority to obtain a special use permit for a sanitary landfill on approximately 8.05 acres zoned AG -3, Agricultural/Rural Preserve, District and to amend the special use permit for an existing sanitary landfill (Smith Gap Landfill) on approximately 886.80 acres zoned AG -3S, Agricultural/Rural Preserve, District with a special use permit, located on the northwest side of Fort Lewis Mountain between Smith Gap, and Bradshaw Road, Catawba Magisterial District 3. The petition of David and Stace Todd to obtain a special use permit in a R-1, Low Density Residential, District to comply with the use and design standards associated with an accessory apartment in an accessory building on approximately 0.346 acre, located at 1047 Barrens Village Court, Hollins Magisterial District F. APPOINTMENTS 1. Board of Zoning Appeals (appointed by District) 2. Budget and Fiscal Affairs (BFAC) (appointed by District and At -Large) 3. Economic Development Authority (EDA) (appointed by District) 4. Library Board (appointed by District) 5. Parks, Recreation and Tourism (appointed by District) G. CONSENT AGENDA ALL MATTERS LISTED UNDER THE CONSENT AGENDA ARE CONSIDERED BY THE BOARD TO BE ROUTINE AND WILL BE ENACTED BY ONE RESOLUTIO N IN THE FORM OR FORMS LISTED BELOW. IF DISCUSSION IS DESIRED, THAT ITEM WILL BE REMOVED FROM THE CONSENT AGENDA AND WILL BE CONSIDERED SEPARATELY 1. Approval of minutes – September 24, 2019; October 8, 2019; October 10, 2019 Page 4 of 5 2. Designation of voting delegate to the Virginia Association of Counties (VACo) Conference to be held November 10-12, 2019 3. Resolution expressing the appreciation of the Board of Supervisors of Roanoke County to Edith Jones, Custodian, upon her retirement after more than twenty - eight (28) years of service 4. Request to accept and allocate funds in the amount of $18,609 from the Commonwealth of Virginia to the Clerk of the Circuit Court 5. Request to accept and allocate a Stormwater Management (SWM) Program grant in the amount of $600,000 from the Department of Environmental Quality for restoration of Wolf Creek Stream Restoration Project at Goode Park, Phase I (Tarek Moneir, Acting Director of Development Services) 6. Resolution petitioning the Governor of the Commonwealth of Virgini a to declare Roanoke County a drought disaster area H. CITIZENS' COMMENTS AND COMMUNICATIONS I. REPORTS 1. Unappropriated, Board Contingency and Capital Reserves 2. Outstanding Debt Report 3. Comparative Statement of Budgeted and Actual Revenues as of Sept ember 30, 2019 4. Comparative Statement of Budgeted and Actual Expenditures and Encumbrances as of September 30, 2019 5. Accounts Paid – September 30, 2019 6. Statement of Treasurer's Accountability per Investment and Portfolio Policy as of September 30, 2019 J. WORK SESSIONS 1. Work session to discuss neighborhood traffic calming and through-truck restrictions with the Board of Supervisors (Richard Caywood, Assistant County Administrator) Page 5 of 5 EVENING SESSION K. PUBLIC HEARING AND SECOND READING OF ORDINANCES 1. The petition of Lewis Gale Medical Center to rezone approximately 1.44 acres from R-1, Low Density Residential District, District to C-1, Low Intensity Commercial, District for a medical office – free standing emergency room, located at 1423 West Ruritan Road, Hollins Magisterial District (Philip Thompson, Acting Director of Planning) L. CITIZEN COMMENTS AND COMMUNICATIONS M. REPORTS AND INQUIRIES OF BOARD MEMBERS 1. David F. Radford 2. P. Jason Peters 3. George G. Assaid 4. Martha B. Hooker 5. Phil C. North N. ADJOURNMENT Page 1 of 2 ACTION NO. ITEM NO. C.1 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Recognition of Cmdr. Raymond Torres for receiving the International Association of Chiefs of Police (IACP) 40 under 40 Award SUBMITTED BY: Howard B. Hall Chief of Police APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Recognition of Commander Raymond Torres BACKGROUND: The annual IACP 40 Under 40 Award recognizes 40 law enforcement professionals under the age of 40 from around the world who demonstrate leadership and exemplify commitment to their profession. The dedicated law enforcement professionals selected for the 2019 IACP 40 Under 40 award are current and up-and-coming leaders. Each winner was chosen for his or her demonstration of strong values and commitment to the law enforcement field. Commander Raymond Torres has been a member of the Police Department since 2006. He is currently the commander of the evening patrol shift, the largest in the Department. After following in the footsteps of his father, mother, and brother to serve in the U.S. Army, Commander Torres developed a strong passion for leadership, which he wanted to bring to his law enforcement career. He has emphasized this value by mentoring and developing his officers’ abilities. He was instrumental in creating the department’s leadership development program for new and prospective sergeants and continuing training for commanders. The leadership skills that Commander Torres possesses were utilized to implement the Sergeant FTO Program and to create a one - on-one performance reviews, as well as one-on-one supervisor-employee ride-alongs. Page 2 of 2 He also supervises the Hostage Negotiation Team, where he has worked to improve training for the team and update the equipment used by the negotiators. Page 1 of 1 ACTION NO. ITEM NO. C.2 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Proclamation recognizing November 2019 as National Adoption Month and November 23, 2019, as National Adoption Day in the County of Roanoke SUBMITTED BY: Joyce Earl Director of Social Services APPROVED BY: Daniel R. O’Donnell County Administrator Adoption Month is celebrated each November and Adoption Day will be recognized on November 23, 2019. A local committee plans an event to celebrate those families who have adopted throughout the year, as well as, those who will finalize their adoptions that morning in Roanoke County Circuit Court. A proclamation is prepared each year as well that we present to the families. @nun±\! nf ~nannke tOC~~~ctf inq ~ . ..------:-11. ;o C') ~ ~ DECLARING THE MONTH OF NOVEMBER 2019 AS NATIONAL ADOPTION MONTH IN THE COUNTY OF ROANOKE WHEREAS, families can provide love and security for children and many children wait for forever families ; and WHEREAS, children who need forever families may be young or young adults of any heritage and may have special needs ; and WHEREAS, adoption gives children a loving family in which to grow; and WHEREAS, many families in the Roanoke Valley have chosen adoption as a way to create or enlarge their families; and WHEREAS, adoptive families in the Roanoke Valley are recognized and congratulated for their commitment to children and to children's rights to loving and secure homes; and WHEREAS, National Adoption Day, which will be held on November 23, 2019, is sponsored by a coalition of national partners to draw special attention to foster children waiting for forever families and to celebrate all loving families who adopt NOW, THEREFORE, We, the Board of Supervisors of Roanoke County, Virginia, do hereby proclaim and recognize the month of November 2019 as NATIONAL ADOPTION MONTH throughout the County of Roanoke; and FURTHER, by this proclamation, we give notice to our citizens to celebrate the Important role adoption plays in our society and call upon the citizens of Roanoke County to observe this month with appropriate programs and activities that honor adoptive families. Presented this 22nd day of October 2019 George Assaid Martha Hooker Page 1 of 2 ACTION NO. ITEM NO. E.1 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: The petition of Fellowship Community Church to rezone property to remove the proffered conditions and to obtain a special use permit for a religious assembly on approximately 3.50 acres zoned C-2C, High Intensity Commercial, District with conditions, located near the 6500 block of Merriman Road, Cave Spring Magisterial District SUBMITTED BY: Philip Thompson Acting Director of Planning APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Consent agenda item for first reading on an ordinance. BACKGROUND: The first reading of this ordinance is accomplished by adoption of this ordinance in the manner of consent agenda items. The adoption of these items does not imply approval of the substantive content of the requested zoning actions; rather, approval satisfies the procedural requirements of the County Charter and schedules the required public hearing and second reading of these ordinances. The second reading and public hearing on this ordinance is scheduled for November 19, 2019. The title of this ordinance is as follows: 1. The petition of Fellowship Community Church to rezone property to remove the proffered conditions and to obtain a special use permit for a religious assembly on approximately 3.50 acres zoned C -2C, High Intensity Commercial, District with conditions, located near the 6500 block of Merriman Road, Cave Spring Magisterial District. Page 2 of 2 DISCUSSION: There is no discussion on this item. FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends as follows: 1. That the Board approve and adopt the first reading of this ordinance for the purpose of scheduling the second reading and public hearing for November 19, 2019. 2. That this section of the agenda be, and hereby is, approved and concurred in as to each item separately set forth as Item(s) 2 and that the Clerk is authorized and directed where required by law to set forth upon any of said items the separate vote tabulation for any such item pursuant to this action. ² Aerial Image Roanoke Cou nty, VA 2019, Sou rce: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, 0 295 Feet 590 1,180 CNES/Air bu s DS, USDA, USGS, AeroGRID, IGN, and the GIS User Commu nity, Date: 10/3/2019 1:9,028 Roanoke Cou nty 2018 Roanoke Cou nty, Vir ginia 2019 Aerial View 6591 Merriman Road Roanoke Va 24018 Tax Map Number: (portion of parcel) 097.01-02-12.00-0000 Portion size: 3.5 acres Zoning: C2S Proposed zoning: C2 with Special Use for religious assembly Magisterial District: Cave Spring Full parcel Subject portion (540) 772-2068 5204 Bernard Drive Roanoke VA 24018 ² CC22CCSS Zoning RR11SS II22 CC11CC CC11 CC22SS CC22CC CC22 AG3 AR C1 C2 RR11CC I1 I2 PRD R AARR RR33CC II11 RR11 . PPRRDD AAGG33 II11SS RR22 0 295 Feet 590 1,180 Date: 10/3/2019 1:9,028 Roanoke County, Vir ginia 2019 Zoning Map 6591 Merriman Road Roanoke VA 24018 Zoning: C2S Proposed zoning: C2 with Special Use for religious assembly (540) 772-2068 5204 Bernard Drive (portion of parcel) 097.01-02-12.00-0000 Portion size: 3.5 acres TR BASE MAP CO PI NC DE Future Land Use Conservation Rural Preserve Development Neighborhood Conservation Transition Core RP Principal Industrial CN Fe e t 0 295 590 1,180 Date : 10/4/2019 1:9,028 Roanoke County, Virginia 2019 Future Land Use Map 6591 Merriman Road Roanoke Va 24018 Tax Map Number: (portion of parcel) 097.01-02-12.00-0000 Portion size: 3.5 acres Zoning: C2S Proposed zoning: C2 with Special Use for religious assembly Magisterial District: Cave Spring Subject parcel Page 1 of 2 ACTION NO. ITEM NO. E.2 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: The petition of Roanoke Valley Resource Authority to obtain a special use permit for a sanitary landfill on approximately 8.05 acres zoned AG-3, Agricultural/Rural Preserve, District and to amend the special use permit for an existing sanitary landfill (Smith Gap Landfill) on approximately 886.80 acres zoned AG-3S, Agricultural/Rural Preserve, District with a special use permit, located on the northwest side of Fort Lewis Mountain between Smith Gap, and Bradshaw Road, Catawba Magisterial District SUBMITTED BY: Philip Thompson Acting Director of Planning APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Consent agenda item for first reading on an ordinance. BACKGROUND: The first reading of this ordinance is accomplished by adoption of this ordinance in the manner of consent agenda items. The adoption of these items does not imply approval of the substantive content of the requested zoning actions; rather, approval satisfies the procedural requirements of the County Charter and schedules the required public hearing and second reading of these ordinances. The second reading and public hearing on this ordinance is scheduled for November 19, 2019. The title of this ordinance is as follows: 1. The petition of Roanoke Valley Resource Authority to obtain a special use permit for a sanitary landfill on approximately 8.05 acres zoned AG -3, Agricultural/Rural Preserve, District and to amend the special use permit for an existing sanitary Page 2 of 2 landfill (Smith Gap Landfill) on approximately 886.80 acres zoned AG -3S, Agricultural/Rural Preserve, District with a special use permit, located on the northwest side of Fort Lewis Mountain between Smith Gap, and Bradshaw Road, Catawba Magisterial District. DISCUSSION: There is no discussion on this item. FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends as follows: 1. That the Board approve and adopt the first reading of this ordinance for the purpose of scheduling the second reading and public hearing for November 19, 2019. 2. That this section of the agenda be, and hereby is, approved and concurred in as to each item separately set forth as Item(s) 1, and that the Clerk is authorized and directed where required by law to set forth upon any of said items the separate vote tabulation for any such item pursuant to this action. ² Aerial View , 0 145 Feet 290 580 , Date: 10/2/2019 1:4,51 Roanoke Cou nty, Vir ginia 2019 Aerial View 8484 Bradshaw Road Smith Gap Landfill Roanoke Valley Resource Authority Existing Zoning: AG3 Proposed Zoning: AG3S Tax Map Number: 052.00-01-02.08-0000 Parcel size: 8.05 acres Magisterial District: Catawba Subject site Roanoke Co. Planning (540) 772-2068 5204 Bernard Dr. REESE MOUNTAIN GREY FOX WILLIBY BERRYBROOK SINKER SADDLESORE RUBY MILLS BLUEBIRD BLACKSBURG GRACIE BRADSHAW REESE MOUNTAIN GREY FOX WILLIBY BERRYBROOK DOW HOLLOW BLACKSBURG GRACIE Roanoke county, VA 2019 0 0.35 0.7 1.05 1.40.17 5 Miles Bradshaw Road Aerial View Jurisdictions Streets Smith G ap L andfill RVRA properties ± Montgomery County Roanoke County Zoning Map AAGG33SS AAGG33 Feet 0 145 290 580 Date: 10/2/2019 Roanoke Cou nty, Vir ginia 2019 Zoning Map 8484 Badshaw Road Smith Gap Landfill Roanoke Valley Resource Authority Zoning: Tax Map Number: 052.00-01-02.08-0000 Parcel size: 8.05 acres Magisterial District: Catawba Subject site (540) 772-2068 5204 Bernard Dr. POOR MOUNTAIN MOUNTAIN PARK REESE MOUNTAIN INGAL TOBEY FORT LEWIS CHURCH GLENMARY GREY FOX GLENVAR HEIGHTS DOW HOLLOW TWINE HOLLOW LAKE FRONT MEACHAM WILLIBY INDIAN HEAD YALE BERRYBROOK HARWICK PRUNTY PLEASANT RUN SUNDANCE CORPORATE DAN ROBIN BOHON HOLLOW HIDDEN COVE STANLEY FARM DEWBERRY INDIAN HILL LITTLE BEAR MALUS THURMAN BYDAWYLE GROVER TREE TOP CAMP WESTWARD LAKE VINTAGE STARTER SINKER WARRIOR KELLEY GETTY GUMWOOD DEACONESS CHEROKEE RDG ARTRIP FALLBROOKE FURNACE CANOE SADDLESORE TEE PEE SCENERY FULCHER RIVER BEND RUBY MILLS SHICKSHINNY MINER WHISPERING WIND WARBONNET DOT WHITE EAGLE ADEL NELLIE MAYWOOD PINE EDGEWOOD 81 RAMP BLUEBIRD VIEWPOINT BLACKSBURG BUCKSKIN TECHNOLOGY DOGWOOD NETA MAYFAIR UPHILL 81 RAMP CARTER SLEEPY HOLLOW ELMWOOD HIDEAWAY SCOUT ROGER HILLCREST CHEROKEE HILLS 81 RAMP 81 RAMP ARROWHEAD GRACIE AG3 AG3C PTD AG3S R1 I2C R1S AR AG1 I2 C1 C2 I1 R1MH AV AVS R1C C2SC2CS I2S I1C 81 BRADSHAW MOUNTAIN PARK REESE MOUNTAIN BLACKSBURG GREY FOX YALE HARWICK GRACIE 81 0 0.6 1.2 1.8 2.40.3 Miles Bradshaw Road ± Montgomery County Roanoke County Zoning Map Zoning Districts Smith Gap Landfill RVRA properties Streets AG3AG1 AR AV C1 C2 I1 I2PTDR1 Ag ricultural/R ural PreserveAgricultural/R ural Lo w D ensity Ag ricultural/R eside ntial Ag ricultural/Villa ge Cen ter Low In te nsity Co mme rcial High Intensity Commercial Low In te nsity Indu stria l High Intensity Ind ustrial Planne d Techno log y De velop me ntLow Den sity Residentia l Montgomery County iGIS Map Portal Powered by Ovela Constellation GIS Platform M 1:312600 Zoning Map Montgomery County MONTGOMERY COUNTY Smith Gap Landfill Bradshaw Road North Fork Road Fu tu re Land Us e Map RP Feet 0 145 290 580 Date: 10/2/2019 1:4,514 Roanoke Cou nty, Virg inia 2019 Roanoke Cou nty, Virg inia 2019 Future Land Use Map 8484 Bradshaw Road Smith Gap Landfill Roanoke Valley Resource Authority Future Land Use Designation: Tax Map Number: 052.00-01-02.08-0000 Parcel size: 8.05 acres Magisterial District: Catawba Subject site (540) 772-2068 5204 Bernard Dr. WEST MAIN POOR MOUNTAIN MOUNTAIN PARK REESE MOUNTAIN DAUGHERTY INGAL TOBEY FORT LEWIS CHURCH GLENMARY GREY FOX GLENVAR HEIGHTS DOW HOLLOW TWINE HOLLOW LAKE FRONT MEACHAM WILLIBY YALE BERRYBROOK PRUNTY PLEASANT RUN BEASON SUNDANCE CORPORATE DAN ROBIN GIVENS TYLER HIDDEN COVE STANLEY FARM DEWBERRY INDIAN HILL LITTLE BEAR MALUS CROSSMILL THURMAN BYDAWYLE WESTWARD LAKE VINTAGE SINKER WARRIOR BEAR CLAW FARMS MARTIN MCNEIL KELLEY DEACONESS CHEROKEE RDG ARTRIP POLLY DIX MILL SPICEWO OD WALDON FALLBROOKE FURNACE CANOE SADDLESORE TEE PEE KOPPERS SCENERY FULCHER RUBY MILLS SHICKSHINNY MINER WHISPERING WIND WARBONNET MORGAN CONNER IVIE DOT WHITE EAGLE ADEL LELIA NELLIE STANLEY MAYWOOD PINE EDGEWOOD 81 RAMP BLUEBIRD BARLEY VIEWPOINT BLACKSBURG BUCKSKIN TECHNOLOGY DOGWOOD NETA MAYFAIR UPHILL 81 RAMP CARTER GIVENS SLEEPY HOLLOW ELMWOOD GRAVEL HILL HIDEAWAY SCOUT HILLCREST CHEROKEE HILLS 81 RAMP 81 RAMP ARROWHEAD GRACIE 81 BRADSHAW BLACKSBURG MOUNTAIN PARK REESE MOUNTAIN WEST MAINGREY FOX GRAVEL HILL YALE BEASON GRACIE 81 0 0.6 1.2 1.8 2.40.3 Miles Bradshaw Road ± Montgomery County Roanoke County Futu re Land Use Map Smith Gap Landfill RVRA properties Conservation Core Development Glenvar Village Neighborhood Conservation Principal Industrial Rural Preserve Rural Village Transition Montgomery County iGIS Map Portal Powered by Ovela Constellation GIS Platform M 1:312600 Future Land Use Map Montgomery County MONTGOMERY COUNTY Bradshaw Road Smith Gap Landfill North Fork Road Page 1 of 2 ACTION NO. ITEM NO. E.3 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: The petition of David and Stace Todd to obtain a special use permit in a R-1, Low Density Residential, District to comply with the use and design standards associated with an accessory apartment in an accessory building on approximately 0.346 acre, located at 1047 Barrens Village Court, Hollins Magisterial District SUBMITTED BY: Philip Thompson Acting Director of Planning APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Consent agenda item for first reading on an ordinance. BACKGROUND: The first reading of this ordinance is accomplished by adoption of this ordinance in the manner of consent agenda items. The adoption of these items does not imply approval of the substantive content of the requested zoning actions; rather, approval satisfies the procedural requirements of the County Charter and schedules the required public hearing and second reading of these ordinances. The second reading and public hearing on this ordinance is scheduled for November 19, 2019. The title of this ordinance is as follows: 1. The petition of David and Stace Todd to obtain a special use permit in a R -1, Low Density Residential, District to comply with the use and design standards associated with an accessory apartment in an accessory building on approximately 0.346 acre, located at 1047 Barrens Village Court, Hollins Magisterial District. Page 2 of 2 DISCUSSION: There is no discussion on this item. FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends as follows: 1. That the Board approve and adopt the f irst reading of this ordinance for the purpose of scheduling the second reading and public hearing for November 19, 2019. 2. That this section of the agenda be, and hereby is, approved and concurred in as to each item separately set forth as Item(s) 3, and that the Clerk is authorized and directed where required by law to set forth upon any of said items the separate vote tabulation for any such item pursuant to this action. ² Aerial Map Ro ano ke Co unty, VA 2019, So ur c e: Esri, DigitalGlo be, Geo Eye, Ear thstar Geo graphic s, 0 15 Feet 30 60 CNES/Air bus DS, USDA, USGS, Aero GRID, IGN, and the GIS User Co mmunity, Date: 10/2/2019 1:564 Ro ano ke Co unty 2018 Ro ano ke Co unty, Vir ginia 2019 Aerial View 1047 Barrens Village Ct Roanoke VA 24019 Tax Map Number: 027.09-06-42.00-0000 Parcel Size: .346 acres Zoning: R-1 Proposed Zoning: R-1S Magisterial District: Hollins Subject Parcel (540) 772-2068 5204 Bernard Drive Roanoke VA 24018 ² Roanoke County, VA 2019, Source : Es ri, DigitalGlobe , Ge oEye , Earths tar Ge ographics , 0 145 Fe e t 290 580 CNES/Airbus DS, USDA, USGS, Ae roGRID, IGN, and the GIS Us e r Community, Date : 10/3/2019 1:4,514 Roanoke County 2018 Roanoke County, Virginia 2019 Aerial View 1047 Barrens Village Ct Roanoke VA 24019 Tax Map Number: 027.09-06-42.00-0000 Parcel Size: .346 acres Zoning: R-1 Proposed Zoning: R-1S Magisterial District: Hollins Subject Parcel Roanoke Co. Planning (540) 772-2068 5204 Bernard Drive ² Zoning Map RR11 Roanoke County, VA 2019, Source: Es r i, DigitalGlobe, GeoEye, Ear ths tar Geogr ap hics , 0 145 Feet 290 580 CNES/Airbus DS, USDA, USGS, Aer oGRID, IGN, and the GIS Us er Community, Date: 10/2/2019 1:4,514 Roanoke County 2018 Roanoke County, Vir ginia 2019 Zoning Map 1047 Barrens Village Ct Roanoke VA 24019 Tax Map Number: 027.09-06-42.00-0000 Parcel Size: .346 acres Subject Parcel (540) 772-2068 5204 Bernard Drive ² TR NC PI Roanoke County, VA 2019, Sour ce: Es r i, DigitalGlobe, GeoEye, Ear ths tar Geograp hics , 0 295 Feet 590 1,180 CNES/Air bus DS, USDA, USGS, AeroGRID, IGN, and the GIS Us er Community, Date: 10/2/2019 1:9,028 Roanoke County 2018 DE Roanoke County, Vir ginia 2019 Future Land Use Map 1047 Barrens Village Ct Roanoke VA 24019 Tax Map Number: 027.09-06-42.00-0000 Parcel Size: .346 acres Subject Parcel Roanoke Co. Planning (540) 772-2068 5204 Bernard Drive Roanoke VA 24018 Conservation Transition Principal Page 1 of 2 ACTION NO. ITEM NO. F.1 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Appointments to Committees, Commissions and Boa rds SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Open district appointments. BACKGROUND: 1. Board of Zoning Appeals (appointed by District) Barry Beckner’s five (5) year appointment representing the Cave Spring Magisterial District expired on June 30, 2019 2. Budget and Fiscal Affairs Committee (BFAC) (appointed by District) The following District appointments remain open: Cave Spring Magisterial District Vinton Magisterial District Budget and Fiscal Affairs Committee (BFAC) (At-Large) Two open appointments 3. Economic Development Authority (EDA) (appointed by District) Leon McGhee, representing the Vinton Magisterial District, has resigned from the EDA effective February 1, 2019. This appointment has a four-year term and will Page 2 of 2 not expire until September 26, 2021. Linwood P. Windley, representing the Windsor Hills Magisterial District, has resigned from the EDA effective January 1, 2019. This appointment has a four- year term and will not expire until September 26, 2020. 4. Library Board (appointed by District) The following District appointment remains open: Vinton Magisterial District 5. Parks, Recreation and Tourism (appointed by District) Mike Roop’s three (3) year term representing the Vinton Magisterial District has expired effective June 30, 2019. Fred W. Corbett’s three (3)-year term representing the Cave Spring Magisterial District has expired effective June 30, 2019. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. Page 1 of 1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, OCTOBER 22, 2019 RESOLUTION APPROVING AND CONCURRING IN CERTAIN ITEMS SET FORTH ON THE BOARD OF SUPERVISORS AGENDA FOR THIS DATE DESIGNATED AS ITEM G - CONSENT AGENDA BE IT RESOLVED by the Board of Supervisors of Roanoke County, Virginia, as follows: That the certain section of the agenda of the Board of Supervisors for October 22, 2019, designated as Item G - Consent Agenda be, and hereby is, approved and concurred in as to each item separately set forth in said section designated Items 1 through 6 inclusive, as follows: 1. Approval of minutes – September 24, 2019; October 8, 2019; October 10, 2019 2. Designation of voting delegate to the Virginia Association of Counties (VACo) Conference to be held November 10-12, 2019 3. Resolution expressing the appreciation of the Board of Supervisors of Roanoke County to Edith Jones, Custodian, upon her retirement after more than twenty- eight (28) years of service 4. Request to accept and allocate funds in the amount of $18,609 from the Commonwealth of Virginia to the Clerk of the Circuit Court 5. Request to accept and allocate a Stormwater Management (SWM) Program grant in the amount of $600,000 from the Department of Environmental Quality for restoration of Wolf Creek Stream Restoration – Water Quality Improvement Project at Goode Park – Phase I 6. Resolution petitioning the Governor of the Commonwealth of Virginia to declare Roanoke County a drought disaster area Page 1 of 2 ACTION NO. ITEM NO. G.2 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Designation of voting delegate to the Virginia Association of Counties (VACo) Conference to be held November 10-12, 2019 SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Designation of voting delegate to VACo BACKGROUND: The Virginia Association of Counties' (VACo) annual conference will be held November 10-12, 2019. They have requested that each county designate a representative of its Board of Supervisors as well as an alternate to cast its votes at the annual business meeting on Tuesday, November 12, 2019. The voting credentials form must be submitted to VACo by November 1, 2019. DISCUSSION: Chairman Phil C. North will be attending the conference and it is recommended that he be appointed as Roanoke County's voting representative for 2019. Additionally, it is recommended that Daniel R. O’Donnell, County Administrator, be designated as the alternate. FISCAL IMPACT: There is no fiscal impact associated with this Board action. Page 2 of 2 STAFF RECOMMENDATION: Staff recommends appointing Phil C. North and Daniel R. O'Donnell as the voting representatives for 2019. Page 1 of 1 ACTION NO. ITEM NO. G.3 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Resolution expressing the appreciation of the Board of Supervisors of Roanoke County to Edith Jones, Custodian, upon her retirement after more than twenty-eight (28) years of service SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Recognition of the retirement of Edith Jones BACKGROUND: Edith Jones, Custodian, retired on October 1, 2019, after twenty-eight (28) years and three (3) months of service with General Services. Ms. Jones is unable to attend today’s meeting and her quilt and resolution will be mailed to her home. DISCUSSION: There is no discussion associated with this agenda item. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. STAFF RECOMMENDATION: Staff recommends adoption of the attached resolution. Page 1 of 1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, OCTOBER 22, 2019 RESOLUTION EXPRESSING THE APPRECIATION OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY TO EDITH JONES, CUSTODIAN, UPON HER RETIREMENT AFTER MORE THAN TWENTY–EIGHT (28) YEARS OF SERVICE WHEREAS, Edith Jones was employed by Roanoke County on June 24, 1991; and WHEREAS, Ms. Jones retired on October 1, 2019, after twenty-eight (28) years and three (3) months of devoted, faithful and expert service to Roanoke County; and WHEREAS, Ms. Jones, through her employment with Roanoke County, has been instrumental in improving the quality of life and providing services to the citizens of Roanoke County; and WHEREAS, throughout Ms. Jones’ tenure with Roanoke County, she played an integral role in the cleanliness and overall quality presentation of County facilities, to include the Roanoke County Courthouse, Hollins Library, Roanoke County Administration Center and Roanoke County Public Service Center. NOW, THEREFORE, BE IT RESOLVED that the Board of Supervisors of Roanoke County expresses its deepest appreciation and the appreciation of the citizens of Roanoke County to EDITH JONES for more than twenty-eight (28) years of capable, loyal, and dedicated service to Roanoke County; and FURTHER, the Board of Supervisors does express its best wishes for a happy and productive retirement. Page 1 of 2 ACTION NO. ITEM NO. G.4 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Request to accept and allocate funds in the amount of $18,609 from the Commonwealth of Virginia to the Clerk of the Circuit Court SUBMITTED BY: Jill Camilletti Deputy Clerk IV APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Request to accept and allocate funds in the amount of $18,609 to the Clerk of the Circuit Court from the Commonwealth of Virginia BACKGROUND: Technology Trust Funds representing fees collected by the Roanoke County Circuit Court Clerk's Office, have been received from the State in the amount of $18,609. In accordance with State of Virginia Code Section 17.1 -279, the Circuit Court Clerks Office shall assess a $5.00 fee called Technology Trust Fund Fee. Each month, the Clerk's Office can request the fees that were assessed the previous month. The code section further states that four of every five dollar fee shall be allocated by the Compensation Board from the trust fund for the purposes of obtaining and updating office automation and information technology equipment including software and conversion services; preserving, maintaining and enhancing court records, including but not limited to the costs of repairs, maintenance, land records, consulting services, service contracts, redaction of social security numbers from land records and system replacement or upgrades and improving public access to court records. DISCUSSION: The funds received from the Commonwealth of Virginia have been earmarked for maintenance needs for the Clerk of Circuit Court, specifically towards the twice yearly Page 2 of 2 maintenance bill from the Supreme Court for maintaining their records, equipment, etc. and funds to offset the cost of postage. FISCAL IMPACT: All funds are provided by the Commonwealth of Virginia. No County matching funds are required. STAFF RECOMMENDATION: Staff recommends accepting and allocating $18,609 to the Clerk of Circuit Court from the Commonwealth of Virginia. Page 1 of 2 ACTION NO. ITEM NO. G.5 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Request to accept and allocate a Stormwater Management (SWM) Program grant in the amount of $600,000 from the Department of Environmental Quality for restoration of Wolf Creek Stream Restoration Project at Goode Park – Phase I SUBMITTED BY: Tarek Moneir Acting Director of Development Services APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Accept and allocate a Stormwater Management (SWM) Program grant in the amount of $600,000 from the Department of Environmental Quality for Stream Restoration of Wolf Creek at Goode Park - Phase I BACKGROUND: The Roanoke River is impaired by excessive sediment. Roanoke County has an obligation under its Municipal Separate Storm Sewer System (MS4) Permit to lower discharges of sediment to the Roanoke River towards meeting its Waste Load Allocation. The staff applied for grant from the Department of Environmental Quality (DEQ) for a Water Quality improvement project at Goode Park. The project is to restore Wolf Creek to a more natural stream condition. DISCUSSION: Roanoke County was selected by the Virginia Department of Environmental Quality- Stormwater Local Assistance fund for a grant to facilitate the stream restoration of Wolf Creek at Goode Park, Phase I. The estimated cost of the project is $600,000 excluding staff time for administration. This project will lower sediment discharge to the Roanoke River and it will mitigate Page 2 of 2 erosion that is occurring in the stream causing damage to the park and the adjacent Wolf Creek Greenway. This project will use natural stream restoration methods, including the use of natural stone and vegetation, to stabilize approximately 1,000 linear feet of Wolf Creek FISCAL IMPACT: State grant funds in the amount of $300,000 and local matching funds (50%) in the amount of $300,000 were appropriated in the 2020-2029 Capital Improvement Program for the NPDES-MS4 BMP Construction program. These funds need to be allocated from the NPDES-MS4-BMP project to the Wolf Creek at Goode Park-Phase I stream restoration project. STAFF RECOMMENDATION: Staff recommends accepting the grant from the Virginia Department of Environmental Quality and allocating funds in the amount of $600,000 for the stream restoration of Wolf Creek at Goode Park-Phase I. Page 1 of 1 ACTION NO. ITEM NO. G.6 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Resolution petitioning the Governor of the Commonwealth of Virginia to declare Roanoke County a drought disaster area SUBMITTED BY: Deborah C. Jacks Chief Deputy Clerk to the Board of Supervisors APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Consideration of a resolution to petition the Governor of Virginia to declare Roanoke County a drought disaster area BACKGROUND: Per the attached letter, the Virginia Tech Cooperative Extension office has asked that we consider the attached resolution to petition the Governor to declar e a disaster area due to the drought. This declaration could provide a means for those affected by the drought to qualify for relief assistance. FISCAL IMPACT: There is no fiscal impact associated with this agenda item. STAFF RECOMMENDATION: Staff recommends approval of the attached resolution. Extension is a joint program of Virginia Tech, Virginia State University, the U.S. Department of Agriculture, and state and local governments. Virginia Cooperative Extension programs and employment are open to all, regardless of age, color, disability, gender, gender identity, gender expression, national origin, political affiliation, race, religion, sexual orientation, genetic information, veteran status, or any other basis protected by law. An equal opportunity/affirmative action employer. Virginia Cooperative Extension Botetourt Office PO Box 217 9 West Main Street Fincastle, Virginia 24090 Ph: 540-473-8260 Fax: 540-473-8379 email: MCL87@vt.edu October 4, 2019 TO: Roanoke County Board of Supervisors SUBJECT: Update on Drought and Agricultural Conditions in Roanoke County The purpose of this letter is to provide data and information regarding the effects of the lack of measurable precipitation and above-average temperatures on the agricultural community during the fall of 2019. Rainfall levels have been well below average for the months of August and September. August rainfall in 2019 totaled 3.13 inches and average rainfall for August is 4.18 inches, putting us over an inch behind. While just one inch behind doesn’t seem significant it should be noted that almost all of August's rainfall happened before the 15th of the month leaving the last two weeks of the month very dry. Total September rainfall for 2019 was 0.81 inches and the average is 3.98 inches. This is 20% of our normal precipitation for the month of September. It is also pertinent to note that daily temperatures have far exceeded our normal fall highs which leads to drying of the topsoil layer significantly faster, thus what small amounts of rainfall we have received has done very little to actually alleviate the dry conditions. Pastures and fall/winter grazing land have deteriorated throughout the recent weeks and many producers have started feeding hay. This will likely result in producers not having sufficient supplies to carry their livestock through the winter months. I have spoken with local farmers that are feeding hay 90 days ahead of when they normally start to utilize their winter reserves. Because these conditions are not county-specific, I am already seeing a hay shortage in much of the state making it nearly impossible to find additional hay reserves to be purchased in or out of our area. An equal opportunity, affirm ative action institution There is a high probability that some water sources such as springs have already dried up and more will follow leaving the producers with even fewer grazing options as water sources become more scarce. Crops such as corn and soybeans have not been affected due to the majority of the early growing season being on target with precipitation levels. At this time, I believe conditions have deteriorated to an extent that warrants action and requests the Board of Supervisors adopt a resolution asking the Governor to seek designation of Roanoke County as a disaster area. A disaster declaration could provide a means for those affected to qualify for relief assistance. Thank you for your time and attention to this matter. If you have any questions or require more information, please do not hesitate to contact me at the Roaonke Extension Office, 540/772-7524. Sincerely, Kate Mary Catherine Lawrence Extension Agent, Agriculture & Natural Resources Roanoke County, Roanoke City, City of Salem Botetourt County Leslie Prillaman Extension Agent, Unit Coordinator Roanoke County, Roanoke City, City of Salem Page 1 of 1 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, OCTOBER 22, 2019 RESOLUTION PETITIONING THE GOVERNOR OF THE COMMONWEALTH OF VIRGINIA TO DECLARE ROANOKE COUNTY A DROUGHT DISASTER AREA WHEREAS, there continues to be dry conditions throughout the fall of 2019 in Roanoke County, Virginia, which have caused widespread, substantial grass and grazing land damage; and WHEREAS, unseasonably high temperatures are accelerat ing the effects of the rainfall deficit; and WHEREAS, livestock water resources are declining; and WHEREAS, the lack of sufficient pasture has required farmers to use winter feed reserves; and WHEREAS, there does not appear to be any significant r elief in the foreseeable future; and WHEREAS, these conditions have and continue to cause financial loss to the farmers in Roanoke County. NOW, THEREFORE BE IT RESOLVED, that the Roanoke County Board of Supervisors hereby petitions the Honorable Ralph Northam, Governor of the Commonwealth of Virginia, to declare Roanoke County a drought disaster area in order to provide the means for those affected to qualify for some relief assistance. Unappropriated % of Board Balance Revenues Contingency Reserves Unaudited balance as of June 30, 2019 22,880,500$ -$ 1,621,518$ Approved Sources: Appropriated from 2019-20 budget (Ordinance 052819-4)718,298 50,000 Approved Uses: Appropriated for 2019-20 budget (Ordinance 052819-5)(815,480) Balance at October 22, 2019 23,598,798$ 12.0%50,000$ 806,038$ General Government County of Roanoke Unappropriated Balance, Board Contingency, and Capital Reserves Fiscal Year 2019-2020 Capital Changes in outstanding debt for the fiscal year to date were as follows: Unaudited Outstanding Outstanding June 30, 2019 Additions Deletions October 22, 2019 General Obligation Bonds 1,866,987$ -$ -$ 1,866,987$ VPSA School Bonds 91,947,188 - 8,885,422 83,061,766 Lease Revenue Bonds 75,035,000 - 3,060,000 71,975,000 Subtotal 168,849,175 - 11,945,422 156,903,753 Premiums 11,356,389 - - 11,356,389 180,205,564$ -$ 11,945,422$ - 168,260,142$ Submitted By Laurie L. Gearheart Director of Finance and Management Services Approved By Daniel R. O'Donnell County Administrator COUNTY OF ROANOKE, VIRGINIA CHANGES IN OUTSTANDING DEBT Revenues Revenues Budget Revenues % of Budget Budget Revenues % of Budget Actuals % of Variance Real Estate Taxes $92,945,661 $3,119,877 3.36%$96,420,000 $3,224,989 3.34%$105,111 3.26% Personal Property Taxes 33,546,384 515,252 1.54%33,675,000 578,222 1.72%62,971 10.89% Public Service Corp Base 3,210,000 0 0.00%3,400,000 0 0.00%0 0.00% Penalties & Interest on Property Taxes 800,000 138,835 17.35%750,000 140,905 18.79%2,071 1.47% Payment In Lieu Of Taxes 180,000 0 0.00%180,000 0 0.00%0 0.00% Total General Property Taxes 130,682,045 3,773,963 2.89%134,425,000 3,944,116 2.93%170,153 4.31% Communication Taxes 3,600,000 579,718 16.10%3,250,000 536,749 16.52%(42,969)-8.01% Local Sales Tax 10,484,945 1,863,207 17.77%11,370,594 2,013,917 17.71%150,710 7.48% Consumer Utility Tax 3,750,000 563,096 15.02%3,800,000 560,004 14.74%(3,091)-0.55% Business License Tax 6,372,700 249,942 3.92%6,775,000 283,014 4.18%33,073 11.69% Franchise Tax 650,000 0 0.00%820,000 (5,455)-0.67%(5,455)100.00% Motor Vehicle License Fees 2,312,387 247,486 10.70%2,383,600 248,642 10.43%1,156 0.46% Taxes On Recordation & Wills 1,509,509 244,165 16.18%1,509,509 256,054 16.96%11,889 4.64% Utility License Tax 510,000 79,406 15.57%530,000 125,148 23.61%45,742 36.55% Hotel & Motel Room Taxes 1,461,052 133,412 9.13%1,468,357 125,698 8.56%(7,715)-6.14% Taxes - Prepared Foods 4,616,011 756,037 16.38%4,510,000 776,532 17.22%20,496 2.64% Other Taxes 94,000 17,202 18.30%90,000 27,497 30.55%10,295 37.44% Total Other Local Taxes 35,360,604 4,733,670 13.39%36,507,060 4,947,801 13.55%214,131 4.33% Animal Control Fees 44,500 2,815 6.33%42,500 8,873 20.88%6,058 68.27% Land and Building Fees 17,625 4,798 27.23%15,850 3,619 22.83%(1,180)-32.60% Permits 492,365 145,174 29.49%524,225 160,503 30.62%15,329 9.55% Fees 56,500 16,702 29.56%64,600 17,713 27.42%1,011 5.71% Clerk of Court Fees 180,000 45,501 25.28%167,000 23,157 13.87%(22,344)-96.49% Photocopy Charges 210 15 7.14%210 41 19.52%26 63.41% COUNTY OF ROANOKE Comparative Statement of Budgeted and Actual Revenues General Fund - C100 For the Three Months Ending Monday, September 30, 2019 Prior Year Current Year Variances Revenues Revenues Budget Revenues % of Budget Budget Revenues % of Budget Actuals % of Variance Prior Year Current Year Variances Total Permits, Fees and Licenses 791,200 215,006 27.17%814,385 213,906 26.27%(1,100)-0.51% Fines and Forfeitures 404,500 81,745 20.21%453,500 56,061 12.36%(25,684)-45.81% Total Fines and Forfeitures 404,500 81,745 20.21%453,500 56,061 12.36%(25,684)-45.81% Revenues from Use of Money 125,000 (14,426)-11.54%210,000 38,238 18.21%52,664 137.73% Revenues From Use of Property 146,200 44,097 30.16%178,200 45,508 25.54%1,411 3.10% Total Use of Money and Property 271,200 29,671 10.94%388,200 83,746 21.57%54,075 64.57% Charges for Services 4,176,765 663,544 15.89%4,050,075 711,915 17.58%48,371 6.79% Charges for Public Services 40,000 14,308 35.77%70,000 9,133 13.05%(5,175)-56.66% Education Aid-State 38,000 0 0.00%0 0 0.00%0 0.00% Total Charges for Services 4,254,765 677,852 15.93%4,120,075 721,048 17.50%43,196 5.99% Reimb-Shared Programs Salem 625,514 34,045 5.44%750,514 72,395 9.65%38,350 52.97% Miscellaneous Revenue 306,036 58,356 19.07%408,536 108,718 26.61%50,362 46.32% Recovered Costs 913,635 140,308 15.36%944,775 141,161 14.94%853 0.60% Total Miscellaneous 1,845,185 232,709 12.61%2,103,825 322,274 15.32%89,565 27.79% Non-Categorical Aid 413,000 459,346 111.22%402,000 397,680 98.93%(61,665)-15.51% Shared Expenses 5,056,707 778,990 15.41%5,249,768 809,159 15.41%30,169 3.73% Welfare & Social Services-Categorical 4,371,535 709,487 16.23%4,380,000 782,647 17.87%73,160 9.35% Other State Categorical Aid 2,112,173 553,372 26.20%2,195,683 541,011 24.64%(12,361)-2.28% Welfare & Social Services 4,462,294 976,458 21.88%4,625,000 1,046,027 22.62%69,569 6.65% Education Aid-Federal 0 0 0.00%0 0 0.00%0 0.00% Other Categorical Aid 5,000 0 0.00%4,500 0 0.00%0 0.00% Revenues Revenues Budget Revenues % of Budget Budget Revenues % of Budget Actuals % of Variance Prior Year Current Year Variances Total State and Federal Revenue 16,420,709 3,477,652 21.18%16,856,951 3,576,524 21.22%98,871 2.76% Other Financing Sources 447,486 0 0.00%1,318,298 0 0.00%0 0.00% Total Other Financing Sources 447,486 0 0.00%1,318,298 0 0.00%0 0.00% Transfers 256,894 0 0.00%0 0 0.00%0 0.00% Total Transfers 256,894 0 0.00%0 0 0.00%0 0.00% Grand Totals 190,734,588 13,222,269 6.93%196,987,294 13,865,477 7.04%643,207 4.64% Expenditures Exp & Encum Expenditures Exp & Encum % of Budget & Encumbrances % of Budget Budget & Encumbrances % of Budget Actuals Variance Legislative 325,980 73,262 22.47%339,239 77,926 22.97%2,492 3.29% General & Financial Administration 8,073,093 1,784,267 22.10%7,653,100 1,636,743 21.39%(203,059)-12.94% Electoral Board & Officials 414,373 74,873 18.07%409,010 111,610 27.29%37,258 39.94% Courts 1,588,083 142,646 8.98%1,589,405 346,863 21.82%203,889 58.84% Other Judicial Support 1,101,738 277,058 25.15%1,173,697 253,360 21.59%(23,698)-9.35% Law Enforcement & Traffic Cont 14,128,613 3,922,508 27.76%14,685,286 3,955,594 26.94%38,540 0.97% Fire and Rescue 15,736,470 3,975,079 25.26%16,809,204 4,303,440 25.60%335,919 7.81% Correction & Detention 8,284,330 1,775,909 21.44%9,259,350 1,933,710 20.88%211,171 11.03% Animal Control 603,792 139,640 23.13%670,810 180,186 26.86%40,546 22.50% General Services Administration 583,344 125,477 21.51%614,961 155,531 25.29%29,897 19.24% Refuse Disposal 4,859,519 1,074,891 22.12%5,146,905 1,131,197 21.98%55,813 4.94% Maint Buildings & Grounds 4,817,823 1,310,921 27.21%4,965,350 1,283,728 25.85%(32,975)-2.58% Engineering 1,820,564 524,124 28.79%1,862,851 468,233 25.14%(21,294)-4.72% Inspections 1,210,101 303,135 25.05%1,193,526 264,227 22.14%(38,908)-14.73% Garage Complex 0 0 0.00%0 0 0.00%0 0.00% Mental Health 0 0 0.00%0 0 0.00%0 0.00% Public Health 500,358 125,090 25.00%500,358 124,599 24.90%(490)-0.39% Social Services Administration 6,929,383 1,586,970 22.90%8,109,949 1,795,994 22.15%232,994 12.98% Comprehensive Services Act 0 0 0.00%0 0 0.00%0 0.00% Public Assistance 4,702,666 1,104,141 23.48%4,718,666 1,210,071 25.64%105,930 8.75% Social Services Organizations 0 0 0.00%0 0 0.00%0 0.00% COUNTY OF ROANOKE Comparative Statement of Budgeted and Actual Expenditures and Encumbrances General Fund - C100 For the Three Months Ending Monday, September 30, 2019 Prior Year Current Year Variances Expenditures Exp & Encum Expenditures Exp & Encum % of Budget & Encumbrances % of Budget Budget & Encumbrances % of Budget Actuals Variance Prior Year Current Year Variances Parks & Recreation 2,394,696 663,123 27.69%2,350,651 587,684 25.00%(92,888)-16.32% Library 4,255,124 881,144 20.71%4,182,511 959,701 22.95%78,926 8.22% Cultural Enrichment 0 0 0.00%0 0 0.00%0 0.00% Planning & Zoning 1,037,573 253,514 24.43%1,243,272 232,078 18.67%(23,651)-10.29% Cooperative Extension Program 87,097 211 0.24%87,097 305 0.35%94 30.71% Economic Development 533,504 122,115 22.89%452,528 80,094 17.70%(42,021)-52.46% Contribution to Human Service Organizations 0 0 0.00%0 0 0.00%0 0.00% Employee Benefits 2,552,205 721,516 28.27%2,324,380 589,727 25.37%(164,337)-29.63% Dixie Caverns Landfill Cleanup 52,000 4,823 9.27%52,000 7,382 14.20%2,559 34.67% Miscellaneous 8,701,491 2,765,939 31.79%9,851,975 2,854,168 28.97%145,610 5.10% Tax Relief/Elderly & Handicapp 850,000 463,294 54.51%960,000 593,685 61.84%130,391 21.96% Refuse Credit Vinton 670,000 0 0.00%110,000 55,000 50.00%55,000 100.00% Board Contingency 497,486 0 0.00%768,298 0 0.00%0 0.00% Unappropriated Balance 0 0 0.00%0 0 0.00%0 0.00% Interfund Transfers Out 89,132,381 23,021,557 25.83%90,125,712 24,451,544 27.13%1,429,987 5.85% Intrafund Transfers Out 4,290,801 961,324 22.40%4,777,203 2,674,313 55.98%1,712,989 64.05% ACTION NO.------ ITEM NO. -------- AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Accounts Paid -September 2019 SUBMITTED BY: Laurie L. Gearheart Director of Finance and Management Services APPROVED BY: Daniel R. O'Donnell County Administrator COUNTY ADMINISTRATOR'S COMMENTS: SUMMARY OF INFORMATION: Direct Deposit Payments to Vendors $ Payroll 09/06/19 1,400,664.64 Payroll 09/20/19 1,509,479.13 Manual Checks Grand Total Checks $ 15,205.23 13,129.18 2,246.97 A detailed listing of the payments to vendors is on file with the Clerk to the Board of Supervisors. Total $ 10,435,586.55 1,415,869.87 1,522,608.31 2,246.97 $ 13,376,311.70 ACTION NO.___________________ ITEM NUMBER_______________ AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER. MEETING DATE: October 22, 2019 AGENDA ITEMS: Statement of the Treasurer's Accountability per Investment and Portfolio Policy, as of 30-Sep-19 SUMMARY OF INFORMATION: CASH INVESTMENT: SUNTRUST CON 2,786,560.02 2,786,560.02 GOVERNMENT: SCOTT STRINGFELLOW CONTRA (3,658.00) SCOTT STRINGFELLOW 28,003,374.24 WELLS FARGO 2,000,000.00 WELLS FARGO CONTRA (1,480.00)29,998,236.24 LOCAL GOV'T INVESTMENT POOL: GENERAL OPERATION 27,532,712.52 27,532,712.52 MONEY MARKET: ATLANTIC UNION BANK 2,013,898.60 AMERICAN NATIONAL BANK 2,064,501.64 BRANCH BANKING & TRUST 96,861.82 HOMETRUST BANK 11,643.42 SCOTT STRINGFELLOW 22,730,809.89 WELLS FARGO 3,239,253.51 BANK OF THE JAMES 511,668.05 30,668,636.93 TOTAL 90,986,145.71 10/22/19 Page 1 of 1 ACTION NO. ITEM NO. J.1 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: Work session to discuss neighborhood traffic calming and through-truck restrictions with the Board of Supervisors SUBMITTED BY: Richard Caywood Assistant County Administrator APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: This time has been set aside to discuss neighborhood traffic calming and through-truck restrictions with the Board of Supervisors. Traffic Calming and Thru Truck Restrictions Board of Supervisors Work Session October 22, 2019 Traffic Calming Overview •Background •Roanoke County Speed Enforcement •Neighborhood Speeding Concerns •Citizen Requests for Traffic Calming •VDOT Neighborhood Traffic Programs •Henrico County Traffic Calming Program •Recommendation 2 Background •Concerns about “speeding” on residential streets are a frequently raised citizen issue •Roanoke County Police conducted 61 speed studies in 2019 •Most residential streets are posted for 25 mph •Neighborhood speeding is a quality of life issue, few traffic crashes occur on residential streets •Like speeding, “cut-through traffic” is a common concern of citizens 3 Neighborhood Speeding Concerns 4 2019 Speed Surveys (85th Percentile Greater Than or Equal to 7 mph Over Speed Limit) Road District Date of Speed Survey Average Speed 85th %Daily Traffic Count Hardy Road (35 mph)V Jan-19 44 49 1297 Roselawn Road WH Jan-19 33 37 720 Canter Drive WH Sep-19 31 35 689 Mayfield Drive V Jul-19 31 35 482 View Avenue CS May-19 30 35 470 Hunting Hills Drive CS May-19 29 33 1381 Meadowlark Road CS Aug-19 28 33 572 Alleghany Drive C Jul-19 29 33 474 Texas Hollow Road C Aug-19 29 32 1331 Castle Rock Road WH Sep-19 28 32 1025 Thirlane Road C Jul-19 28 32 288 5 Enforcement Data over the Past Three Years Neighborhood Speeding Concerns Street Name District Warning Ticket Total Hunting Hills Drive CS 36 359 395 Hardy Road V 74 245 319 Thirlane Road C 73 177 250 Roselawn Road WH 31 151 182 View Avenue CS 42 126 168 Castle Rock Road WH 36 108 144 Mayfield Drive V 5 101 106 Meadowlark Road CS 31 32 63 Alleghany Drive C 3 21 24 Canter Drive WH 4 10 14 Texas Hollow Road C 4 4 8 Citizen Requests for Traffic CalmingCanter Drive •Posted Speed Limit: 25 mph •85th percentile: •36 mph (4/2014) •35 mph (9/2019) •Traffic counts (VDOT Annual Average Daily Traffic): •Roselawn Road to Squires Court: 2,300 (2014); 2,700 (2018) •Squires Court to Cromwell Court: 2,000 (2014); 2,200 (2018) •Cromwell Court to Cavalier Drive: 1,900 (2014); 2,100 (2018) 6 Citizen Requests for Traffic CalmingMeadowlark Road •Posted Speed Limit: 25 mph •85th percentile: •32 mph (2/2014) •33 mph (8/2019) •Traffic counts (VDOT Annual Average Daily Traffic): •Merriman Road to Blue Bird Circle: 820 (2014); 990 (2018) 7 VDOT Neighborhood Traffic Programs •Through Truck restrictions •Traffic Calming •“Watch for Children” Signs •Enhanced Speeding Fines 8 VDOT Traffic Calming Measures (2018 Guide) Non-Intrusive Measures •Community education •Community gateways •Pavement marking changes •Speed display signs •Additional $200 Fine signs Horizontal, Vertical and Narrowing Devices •Speed Hump, Lump, Table •Raised Intersections, Crosswalks, Median Islands •Crosswalk Refuge •Chicane •Choker •Curb Extension 9 VDOT Traffic Calming Guide for Neighborhood Streets (2018) Process 1.Community members contact the locality; staff coordinates with VDOT to determine eligibility (State system, in a neighborhood where houses face the street, 25 mph speed limit or less). 2.Homeowners’ Association or Civic Association requests approval from the Board of Supervisors to pursue traffic calming on the proposed street, conduct an engineering review and pursue a traffic calming study. 3.Locality conducts an engineering review, traffic count and speed study; VDOT reviews results. 10 VDOT Traffic Calming Guide for Neighborhood Streets (2018) 4.Locality and VDOT develop a conceptual traffic calming plan; agreement must be secured for each affected property owner of a residence or business where the physical location of a proposed traffic calming device or some portion lies within the roadway frontage of the property boundary. 5.The proposed traffic calming plan and supporting information is presented or provided to the community located within the identified survey area for review (community meeting, mailing or other means to inform the community). Community support is measured and documented through a petition, survey or other process. •Only occupied residences or businesses in the study area are measured and counted; •Each residence or business address gets a single signature or vote; and •More than 50% of the occupied residences or businesses in the survey area must support the traffic calming plan in order for it to be implemented. 11 VDOT Traffic Calming Guide for Neighborhood Streets (2018) 6.If the community approves, the Board of Supervisors endorses the plan by a resolution. 7.VDOT will review the proposed plan, resolution and survey results to consider implementation through VDOT contract forces or the Locality. Funding sources typically include secondary or locality funds. 8.VDOT will inspect the project when construction is complete. A follow-up evaluation may be conducted to determine effectiveness. 12 Henrico County Traffic Calming Program 1.Implemented in 2004 2.Speed studies performed based on citizen requests. Standard for action is an 85th percentile speed that is 7 mph or more over the posted speed limit. 3.With required signatures, implement $200 enhanced fine speed zone signs. 4.Perform speed study after one year if citizens continue to report speeding issues. 5.If follow up study indicates continued speeding problem, evaluation for suitability of speed humps is performed. Installed if engineering requirements are met and required signatures obtained. 13 Recommendation •Consider installing Pole Mounted Speed Boards as a Pilot Project. •Collect and evaluate speed data before and one year after implementation. •Receive citizen input on results of pilot. •Based on evidence, consider expansion of program to other areas. •If warranted, develop County-wide policy for traffic calming modeled after the Henrico County program. 14 Through Truck Restrictions Through Truck Restrictions Overview •Background •Through Truck Restrictions Existing and Under Review •Enforcement Challenges •Wood Haven Road-Area Analysis •Old Mountain Road Analysis •Recommendation 16 Background Through Truck: A truck that traverses a roadway on which it has neither an origin nor destination. A truck is not considered to be a Through Truck when it has either an origin or a destination on a particular roadway. 17 Background Unless prohibited, trucks are permitted to travel all public streets. Process to restrict through trucks on a secondary street: 1.Local governing body holds a public hearing and adopts a resolution formally requesting VDOT place a restriction on a given section of roadway. 2.Request is forwarded to the VDOT Resident Administrator for review and processing. 3.VDOT Commissioner approves requests on secondary roadways. Roanoke County can initiate this process at any time. 18 9 month process Background VDOT Considerations: 1.A reasonable alternative route is provided 2.Character/frequency of the truck traffic on the route is not compatible with the affected area 3.Roadway is residential in nature 4.Roadway must be functionally classified as either local or collector If 1, 2 and 3 or 1, 2 and 4 are not satisfied, then the request will be denied. 19 Through Truck Restrictions: Existing and Under Review Under Review Existing Enforcement Challenges 1.Route 116 Existing Restriction (established December 2010) •VDOT counts just south of Sterling Road: •95 tractor trailers over four days (10/31/18 to 11/3/18) •Fail to Obey Signs Penalty: •$30 ticket + $71 court costs = $101 •Some trucks go to Aerospace Testing Corporation and are not “through” trucks 21 Existing Sign at Mount Pleasant Fire Station Enforcement Challenges 2.GPS routing •Dedicated truck GPS units include limitations such as through truck restrictions. •Inappropriate GPS routing is an issue; County Police have found that many truckers do not use truck GPS units and may use Google Maps or other automobile-focused apps for routing instead. 22 Garmin dezl includes customized truck routing Enforcement Challenges 3.Safe pull over locations suitable for trucks are hard to find 4.Staffing 23 Wood Haven Road-Area Analysis 2013 –September 2019 Roanoke County Vehicle Crash Data 1.61 total crashes on Wood Haven Road, Thirlane Road, Valleypointe Parkway and a portion of Green Ridge Road 2.Crash types: •Property Damage = 47 •Personal Injury = 14 •Fatalities = 0 3.There have been no truck crashes on the routes under review. 24 2019 VDOT Annual Average Daily Traffic Volume Estimates & Truck Counts Old Mountain Road Analysis 2013 –September 2019 Roanoke County Vehicle Crash Data 1.14 crashes on Old Mountain Road 2.Crash types: •Property Damage = 8 •Personal Injury = 6 •Fatalities = 0 3.There have been no truck crashes on the route under review. 26 27 2018 VDOT Annual Average Daily Traffic Volume Estimates & 2019 Truck Counts Recommendation If there is an identified safety/geometry issue on a roadway and there are documented significant truck volumes with very few likely destinations on that roadway and VDOT’s through truck restriction considerations are met, then the Board of Supervisors could consider requesting through truck restrictions for that roadway. 28 Questions 29 30 Page 1 of 3 ACTION NO. ITEM NO. K.1 AT A REGULAR MEETING OF THE BOARD OF SUPE RVISORS OF ROANOKE COUNTY, VIRGINIA HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER MEETING DATE: October 22, 2019 AGENDA ITEM: The petition of Lewis Gale Medical Center to rezone approximately 1.44 acres from R-1, Low Density Residential District, District to C-1, Low Intensity Commercial, District for a medical office – free standing emergency room, located at 1423 West Ruritan Road, Hollins Magisterial District SUBMITTED BY: Philip Thompson Acting Director of Planning APPROVED BY: Daniel R. O’Donnell County Administrator ISSUE: Agenda item for public hearing and second reading of ordinances to rezone property from residential to commercial. BACKGROUND: · Lewis Gale Medical Center is seeking to construct a 9,410 square foot freestanding emergency room at 1423 West Ruritan Road. · The Roanoke County Zoning Ordinance classifies this use as a medical office. Medical office is not a permitted use in the R-1, Low Density Residential, District, but is a permitted use in the C-1, Low Intensity Commercial, District. DISCUSSION: The Planning Commission held a public hearing on this request on October 1, 2019. Ten citizens spoke on the rezoning request during the public hearing. Eight citizens spoke in opposition to the request. Their concerns included the location of bedrock near the surface, location of the borings from the geotechnical study, blasting during construction and damage to adjacent homes, site location, traffic concerns including traffic congestion, traffic accidents, U-turns at the traffic light, and sight distance issues Page 2 of 3 on West Ruritan, noise from ambulance sirens, dumpster location, 24/7 operation, and continued encroachment into a residential area. Two citizens spoke in support of the rezoning request during the public hearing. Their comments included that this use would be a benefit to the Bonsack area, and that the medical center would not generate a lot of traffic compared to other uses. The Planning Commission discussed the geotechnical study including different boring locations and results, stormwater management, the traffic impact study, the added right - turn lane on West Ruritan, traffic accidents, the number of ambulance trips, the anticipated service area for the medical center, noise associated with ambulance sirens, wastes, C-1 uses, use is consistent with the Transition land use designation, and the minimal impact associated with this use. The applicant agreed to proffer that the re would be no blasting associated with the construction of this site. The Planning Commission recommends approval of the rezoning request from R-1 to C- 1 with proffered conditions dealing with substantial conformance with the concept plan and architectural rendering, private ambulance service to transport patients from the medical center to the hospital, and that no blasting will be utilized in development of the site. FISCAL IMPACT: There is no fiscal impact on this agenda item. STAFF RECOMMENDATION: Staff recommends that the Board approve the second reading of the ordinance to rezone approximately 1.44 acres from R-1 to C-1 with the following four proffered conditions: 1. The site shall be developed in substantial conformance with the Lewis -Gale FSED Rezoning Concept Plan prepared by Crunk Engineering, LLC and dated August 9, 2019, subject to any changes required by the County of Roanoke during the site plan review process. 2. The building shall be developed in substantial conformance with th e architectural rendering for the Lewis-Gale Freestanding Emergency Room filed with the application subject to any changes required by the County of Roanoke during the building plan review process. Page 3 of 3 3. The applicant shall have an agreement with a private a mbulance company to provide transportation for patients of the facility who require transfer to a hospital when the free-standing emergency facility is open to the public and operating. 4. No blasting will be conducted on the property during the excavatio n, grading and preparation of the site and the construction of the building and other improvements. STAFF REPORT Petitioner: Crunk Engineering – Lewis Gale Medical Center Request: To rezone approximately 1.44 acres from R-1, Low Density Residential District to C-1, Low Intensity Commercial District, to construct a medical office (freestanding emergency room) Conditions: accordance with the Layout Plan, Grading Plan, Landscape Plan and Architectural Rendering which are filed with and made a part of this Application to Rezone. 2. The Applicant will contract with a private ambulance company to maintain an ambulance to be immediately available, at all of the times during which the free- standing emergency department is open to the public and operating, to provide transportation for patients of the facility who require transfer to a hospital. Lewis Gale Medical Center is seeking to construct a 9,410 square foot freestanding emergency room at 1423 West Ruritan Road. The Roanoke County Zoning Ordinance classifies this use as a medical office. The property is at the corner of West Ruritan Road and Challenger Avenue and is currently zoned R-1, Low Density Residential District. This site is designated as Transition on the future land use map in the 2005 Comprehensive Plan. The Transition designation is an area that encourages the orderly development of highway frontage parcels. Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. Intense retail and highway oriented commercial uses are discouraged in transition areas, which are more suitable for office, institutional and small-scale, coordinated retail uses. 1. APPLICABLE REGULATIONS provide diagnoses, minor surgical care and outpatient care on a routine basis, but which does not provide overnight care or serve as a base for an ambulance service. Medical offices are operated by doctors, dentists, or similar practitioners licensed by the Commonwealth of Virginia.” Medical office is not a permitted use in the R-1, Low Density Residential, District’ but is a permitted use in the C-1, Low Intensity Commercial, District. 2. ANALYSIS OF EXISTING CONDITIONS Background – There is currently an existing vacant single-family dwelling centered on the property. The Topography/Vegetation – The site rises in elevation approximately 40 feet (1030 feet to 1070 feet) from the front of the property along Challenger Avenue to the rear of the property. The site is generally open with a grass lawn and approximately 12-15 trees scattered throughout the site. There is a significant drainage Surrounding Neighborhood – Surrounding land uses include single family residences to the north and west (across West Ruritan Road), commercial uses (Chick-fil-A Restaurant and a dry cleaner) to the southwest across West Ruritan Road, a commercial use (CVS Pharmacy) to the south across Challenger Avenue, and vacant commercial property to the east. Properties to the north and west are zoned R-1, Low Density Commercial, properties to the southwest, south and east are zoned C-1, Low Density Commercial, and C-2, High Density Commercial. 3.ANALYSIS OF PROPOSED DEVELOPMENT Site Layout/Architecture – The submitted plans and rendering show a proposed a one-story building approximately 9,410 square feet in size. The building is situated perpendicular to West Ruritan Road. The proposed parking area includes 47 spaces. The concept plan also shows extensive landscaping, including the required Type B buffer with a 6-foot privacy fence on the side and rear property lines along the adjacent residential properties. The property will also include numerous retaining walls and a dumpster. Underground stormwater management is also proposed and shown on the submitted site plans. The proposed building in similar in design to the Cave Spring Lewis Gale Freestanding Emergency Room based on the submitted architectural rendering. The applicant has proffered substantial accordance with the layout plan, grading Access/Traffic Circulation – The site is designed with one main access point off of West Ruritan Road. A right turn lane is proposed on West Ruritan, to extend to the proposed entrance of the site, approximately 50 feet north of the existing Chick-fil-A entrance. The one lane drive thru lane, for patient drop off and pick up, follows the outer perimeter of the layout with majority of the parking in the center and adjacent to West Ruritan Road and Challenger Avenue. VDOT - A Transportation Impact Analysis (TIA) was required as part of this application. The study area encompassed the section of Route 460 from just west of the signalized intersection at Blue Hills Drive/Mexico Way to east of the intersection at Valley Gateway Boulevard. The study area also included the section of West Ruritan Road from south of the intersection at Route 460 to north of the existing Chick-fil-A entrance. The analysis included a description of the proposed medical office development, discussion of the existing and projected traffic volumes in the above-mentioned study area, quantification of the number of trips anticipated to be generated by the proposed development, level of service and queuing analyses, and an investigation of potential geometric improvements. In addition, AM and PM weekday peak hour periods were analyzed. The TIA recommends the construction of a right turn lane and taper along West Ruritan Road to tie into the proposed entrance. VDOT has reviewed the TIA and issued a concurrence letter on Western VA Water Authority – No comments were received. Office of Building Safety – The Office of Building Safety indicated: “All construction will need to meet the requirements of the applicable Virginia Uniform Statewide Building Code”. Fire & Rescue - The Roanoke County Fire Marshal, Brian Simmons, has the following comments: “1. The addition of a new free standing ER has the potential to increase 911 emergency responses to this hospital. An increase in emergency calls does have an impact for the community as it will require additional services to maintain current service levels. 2. Added traffic at this intersection has the potential to create more vehicle accidents and could increase calls for service. 3. I have received a letter from Ron Roop, who lives at 1431 West Ruritan Road, who has objected to any blasting that may occur. There is a potential that rock is on site and blasting would have to occur. An objection to blasting would not be grounds to not let it occur, but if blasting is needed, added measures and meetings to discuss the procedures would need to be put into place to ensure compliance and handle any complaints. 4. All site access and fire flow requirements would need to be addressed.” consistent with the transition future land use designation, and is appropriately located at a signalized intersection on a high traffic commercial corridor. Lewis Gale is a taxable corporate entity, and this project represents a significant contribution to the County’s economic and employment base. Lewis Gale has previously demonstrated the quality of their development with the launch of their first standalone facility on Route 419, providing a benchmark for this rezoning. Further, this project will bring needed high-quality emergency care to a growing residential and commercial area of Roanoke County”. Community Meeting - A community meeting was held September 16, 2019 at Bonsack Elementary School. Approximately 30 citizens attended the meeting as well as a number of Lewis Gale representatives. County staff, the engineer for the petitioner, and an engineer from VDOT were available for questions. Majority of the questions involved traffic concerns and access issues off of West Ruritan Road. Additional concerns raised were location questions/other properties considered, as well as noise concerns from the ambulance sirens. Concerns were also raised about the potential of shale rock/bed rock on the property and specific questions regarding construction of the site, if the petition is approved. Additional information was requested by staff as a result of this meeting and is provided as part of this application packet. This includes VDOT accident data near the intersection of West Ruritan Road and Challenger Avenue as well as a geotechnical report. 4. CONFORMANCE WITH ROANOKE COUNTY COMMUNITY PLAN This site is in conformance with the Transition area of the Future Land Use Map from the 2005 Community Plan. Transition is a future land use area that encourages the orderly development of highway parcels. Transition areas generally serve as developed buffers between highways and nearby or adjacent lower intensity development. Intense retail and highway oriented commercial uses are discouraged in transition areas, which are more suitable for office, institutional and small-scale, coordinated retail uses. Across Challenger Avenue from this site, the future land use designation is Core, which is appropriate for larger-scale highway-oriented retail uses and regionally-based shopping facilities and includes the Bonsack Kroger and CVS Pharmacy. 5. STAFF CONCLUSIONS Lewis Gale Medical Center is seeking to construct a 9,410 square foot freestanding emergency room at Use designation of the property. The proposed site layout shows location of the building, circulation patterns, parking and the required landscaping and screening. The proposed landscaping and screening shown on the plan should mitigate most of the visual impact of the facility on the adjacent property owners. Traffic was a major concern raised by the citizens at the Community Meeting. A traffic impact analysis was prepared for this rezoning request. The TIA recommends a right turning lane and taper along West Ruritan Road which has been incorporated into the concept plan. VDOT has issued a concurrence letter on the traffic impact analysis. The issue of bedrock being on site and the possibility of blasting during construction was raised during the community meeting. A geotechnical report was submitted on September 26, 2019, and is included as an attachment to this report. The applicant has submitted two proffered conditions. The first one deals with developing the site in substantial conformance with the plans and rendering that were submitted with the application. The second proffer deals with providing ambulance service during operating hours to transport patients from the freestanding emergency room to the hospital. Application Aerial Map Zoning Map Future Land Use Map Transportation Impact Analysis (TIA) Summary R-1, Low Density Residential District Standards C-1, Low Intensity General Commercial District Standards Route 460 and Route 11 Collision Diagram, dated 9/17/2019 Report of Subsurface Exploration and Geotechnical Analysis 1423 W. Rur itan Ro ad Ro ano ke Co unty, Va 2019, So ur c e: Esri, DigitalGlo be, Geo Eye, Ear thstar Geo gr aphic s, 0 145 Feet 290 580 CNES/Airbus DS, USDA, USGS, Aer o GRID, IGN, and the GIS User Co mmunity, Date: 8/27/2019 1:4,514 Ro ano ke Co unty 2018 Aerial View Lewis Gale Emergency Room 1423 W. Ruritan Road Roanoke, VA 24012 Existing Zoning: R-1 Proposed Zoning: C-1 Tax Map Number: 050.05-01-06.00-0000 Existing lot size: 1.44 Magisterial District: Hollins Subject Site (540) 772-2068 5204 Bernard Dr. Kroger CVS Chick-fil-A RR33CC RR11 1423 W. Ruritan Road CC22SS CC22 Zoning CC11SS CC22CCSS C1 C2 CC22CC I1 R1 R3 R4 Feet 0 145 290 580 RR44CC Date: 8/27/2019 1:4,514 Roanoke County, Virginia 2019 II11 Zoning Map Lewis Gale Emergency Room 1423 W. Ruritan Road Roanoke, VA 24012 Existing Zoning: R-1 Proposed Zoning: C-1 Tax Map Number: 050.05-01-06.00-0000 Existing lot size: 1.44 Magisterial District: Hollins Subject Site 1423 W. Ru r itan Road NC TR CO Future Land Use Neighborhood Conservation Transition Core PI Pr incipa l Industr ial Feet 0 145 290 580 Date: 8/27/2019 1:4,514 Roanoke Cou nty, Vir ginia 2019 Future Land Use Map Lewis Gale Emergency Room 1423 W. Ruritan Road Roanoke, VA 24012 Existing Zoning: R-1 Proposed Zoning: C-1 Tax Map Number: 050.05-01-06.00-0000 Existing lot size: 1.44 Magisterial District: Hollins Subject Site Traffic Impact Analysis For Lewis-Gale FSED Facility on W. Ruritan Drive at US 460 in Roanoke County, Virgina Prepared for: Crunk Engineering, LLC July 19, 2019 Revised: August 2, 2019 Commission No.: 3982 CONTACT: Wm. Thomas Austin, P.E., Principal in Charge 540.345.9342 wtaustin@matternandcraig.com CONTACT: Michael S. Agee, P.E., Principal in Charge 540.345.9342 msagee@matternandcraig.com 701 First St., S.W., Roanoke, VA 24016 matternandcraig.com. . TRAFFIC IMPACT ANALYSIS Lewis-Gale FSED Facility Development On Route 460 Roanoke County, VA Prepared For: Crunk Engineering, LLC 1894 General George Patton Drive, Ste. 600 Franklin, TN 37067 July 19, 2019 Revised: August 2, 2019 Commission No. 3982 701 FIRST STREET, S.W. ROANOKE, VA 24016 (540) 345-9342 FAX: (540) 345-7691 msagee@matternandcraig.com 8-2-2019 M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering DEVELOPMENT OF LEWIS-GALE FSED FACILITY TRAFFIC IMPACT ANALYSIS EXECUTIVE SUMMARY This document presents the results of the traffic impact analysis prepared for the proposed development located in the northeast corner of the existing signalized intersection of Route 460 (Challenger Avenue) and W. Ruritan Road in east Roanoke County, VA. Route 460 is a four-lane divided highway serving as the main thoroughfare for daily commuters to and from the City of Roanoke. Existing W. Ruritan Road is a two lane collector street with a right turn lane at the southbound approach to the intersection of W. Ruritan Road and Route 460. Lewis-Gale Regional Health System proposes to construct a 9,410 square foot Free-Standing Emergency Department (FSED) facility on the 1.45 Ac site on W. Ruritan Road. Access will be from W. Ruritan Road, opposite and approximately 50 feet north of the existing Chick-fil-A entrance. The proposed development is assumed to be completed in 2020. This study analyzes the traffic impacts the proposed development will have on the surrounding roadway network. The study area network to be analyzed includes the intersections of Route 460 at Blue Hills Drive/Mexico Way, Route 460 at Valley Gateway Boulevard, Route 460 at W. Ruritan Road, W. Ruritan Road at the existing Chick-fil-A entrance, and W. Ruritan Road at the proposed site entrance. The study analyzes 2019 Existing traffic volumes, 2020 Background traffic volumes, and 2020 Buildout traffic volumes. The Virginia Department of Transportation (VDOT) provided existing traffic volume data, dated April 2017, for the Route 460 intersections at Blue Hills Drive/Mexico Way, W. Ruritan Road, and Valley Gateway Boulevard. Additionally, 12-hour traffic counts were collected in May 2019 at the Route 460 intersection with W. Ruritan Road and at the existing W. Ruritan Road Chick-fil-A entrance. Trip generation for this study was determined using the ITE Trip Generation Manual values. Due to the small number of trips generated by the proposed development, the 2020 Buildout Year and Design Year conditions are considered to be equivalent. Additionally, the study analyzes all scenarios assuming that a coordinated traffic signal system is in operation within the Route 460 corridor, which includes the three signalized intersections analyzed in the study area. VDOT provided the traffic signal system analysis models for the corridor; including both the existing conditions model and the future conditions model upon implementation of the corridor signal coordination system. Per VDOT request, the signal coordination system is assumed to be in place in the corridor for the analyses in this report. After analyzing the study network as described above, the following recommendation is offered: 1. Consider constructing a right turn lane/taper at the northbound approach to the proposed entrance on W. Ruritan Road. A potential right turn taper should begin at the end of the Route 460 corner radius and a potential right turn lane should extend to the proposed entrance to the FSED facility. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering RESPONSE TO VDOT COMMENTS – July 24, 2019 COMMENT 1.) Tables 6.2 & 6.3 - it is VDOT's recommended practice to use methodologies that are pulled from the Highway Capacity Manual (HCM) guidelines. With the split phasing at the intersection of Route 460 and W Ruritan Road, it is recommended to use HCM 2000 methodology throughout. The Lanes, Volumes, Timings methodology is not a recommended or approved practice to obtain delays and level of service for the intersection. For unsignalized intersections, it is recommended to utilize HCM 2000 methodology to keep the reports consistent. RESPONSE: The Lanes, Volumes, Timings Methodology, used for the TIA report dated 7/19/19, was selected based on the PDF reports provided with VDOT Synchro files. Synchro report methodology has been changed to HCM 2000 throughout for both signalized and unsignalized intersections. New Synchro and SimTraffic reports have been generated. Appendices and appropriate tables have been updated accordingly. COMMENT 2.) Tables 7.1 & 7.2 - SimTraffic Analysis - the tables only looked at the northbound approach of the intersection of W Ruritan Road and the Chick-fil-A entrance. It has been suggested to add the intersections of Route 460 at Blue Hills Drive/Mexico Way, Route 460 at W Ruritan Road and Route 460 at Valley Gateway Blvd and also the intersection of W Ruritan Road at the site entrance. It is generally VDOT's preference to obtain the maximum queues instead of the 95th percentile queues when analyzing the approaches to see if the queues back up through the upstream intersections. RESPONSE: Table numbering has been revised. Table 7.1 and Table 7.2 have become Table 7.2 and Table 7.3, respectively. A new table has been inserted as Table 7.1 listing locations for queuing to be analyzed, including the VDOT requested intersections. For the Route 460 intersections, only those movements that experience an increase in traffic due to the proposed development are included. Per VDOT request, appropriate tables have been updated to reflect maximum queue lengths. COMMENT 3.) It is generally VDOT's preference to utilize the Traffic Operations and Safety Analysis Manual (TOSAM) methodology when obtaining the queues in SimTraffic. There shall be a 15-minute seeding period and four 15-minute recording intervals. One interval should be set to Yes for PHF Adjust and three intervals should be set to Yes for AntiPHF Adjust. Revise the tables. RESPONSE: The Calibration settings utilized previously correctly reflect the PHF Adjust and AntiPHF Adjust settings described. The seeding interval durations that were utilized were developed based on network travel times during each peak hour in accordance with TOSAM guidance. Per VDOT request, the seeding interval duration was updated to 15 minutes and the simulations were re-run. New SimTraffic reports have been generated. Appendices and appropriate tables are updated accordingly. COMMENT 4.) There should be a note on the report stating that the signal at the intersection of Route 460 and W Ruritan Road is currently operating freely and the queues on W Ruritan Road approach will not be an issue. But as VDOT is working to implement the coordination throughout the network on Route 460, the queues on W Ruritan Road will back up through the Chick-fil-A entrance. With the additional volumes from the development, the queues will only increase by several feet during the peak hours based on the coordinated network throughout Route 460 and are not adversely affected by the development. RESPONSE: The requested information has been added to section 7.1.1.1. Based on the results of the analysis, it is noted that the queues remain virtually unchanged. Vanessa T. W. Hobson From:Blevins, Brian <brian.blevins@vdot.virginia.gov> Sent:Thursday, August 1, 2019 3:06 PM To:Michael S. Agee; Vanessa T. W. Hobson Cc:Philip Thompson; Crunk Will (will@crunkeng.com); Catherine Bowman Subject:Fwd: 3982 - Revised Lewis-Gale FSED TIA Mike/Vanessa, Please see the e-mail from our traffic operations group below. As noted, the report does not require any additional review based on the comments. Please send two hard copies to my office for our files. I will send a concurrence letter as soon as the hard copy has been received. Thanks, Brian K. Blevins, P.E. Assistant Resident Engineer/Land Use Salem Residency Virginia Department of Transportation 714 South Broad Street Salem, VA 24153 e-mail: brian.blevins@vdot.virginia.gov Phone: 540-387-5502 Cell: 540-491-3774 ---------- Forwarded message --------- From: Rodgers, James <james.rodgers@vdot.virginia.gov> Date: Thu, Aug 1, 2019 at 2:17 PM Subject: Re: 3982 - Revised Lewis-Gale FSED TIA To: Blevins, Brian <brian.blevins@vdot.virginia.gov> Cc: John Bisnett <john.bisnett@vdot.virginia.gov>, Catherine Bowman <catherine.bowman@vdot.virginia.gov>, Philip Thompson <PTHOMPSON@roanokecountyva.gov> Brian, The Specialty Services Group has reviewed the 2nd submission and have a couple of minor comments that will not affect the report. Therefore, no resubmission is required on our end. In the SimTraffic reports, there are queues exceeding link distances at the westbound approach of Route 460 at the intersection of Blue Hills Drive/Mexico Way and the queues are provided at the bend area.  Please add in the queues from the bend to provide realistic queues. Tables 7.2 & 7.3 – the tables need to add the SimTraffic queues for all critical movements for the existing AM & PM scenarios for the purposes of comparison. Also, please do not hesitate to let me or John Bisnett know if the consultant has any further questions on our comments. On Wed, Jul 31, 2019 at 8:14 AM Blevins, Brian <brian.blevins@vdot.virginia.gov> wrote: John, Please see the revised report in the link and attachments below for your second review. Please let me know if you have any questions. Thank you, Brian K. Blevins, P.E. Assistant Resident Engineer/Land Use Salem Residency Virginia Department of Transportation 714 South Broad Street Salem, VA 24153 e-mail: brian.blevins@vdot.virginia.gov Phone: 540-387-5502 Cell: 540-491-3774 ---------- Forwarded message --------- From: Brian Blevins <bkb1975@cox.net> Date: Wed, Jul 31, 2019 at 8:11 AM Subject: Fwd: 3982 - Revised Lewis-Gale FSED TIA To: <brian.blevins@vdot.virginia.gov> FYI ---------- Forwarded message ---------- From: "Vanessa T. W. Hobson" <vthobson@matternandcraig.com> Date: Jul 30, 2019 3:28 PM Subject: 3982 - Revised Lewis-Gale FSED TIA To: Brian Blevins <bkb1975@cox.net> Cc: "'will@crunkeng.com'" <will@crunkeng.com>,"Michael S. Agee " <msagee@matternandcraig.com> Brian, Please find below a link to download the Revised Lewis-Gale FSED TIA report. The revised report addresses your previously provided comments, dated 7/24/2019. The comments and response to comments are included within the TIA report following the Executive Summary. Revised TIA download link: https://documentcloud.adobe.com/link/track?uri=urn%3Aaaid%3Ascds%3AUS%3A9c4572ec-2bd6-48b4-b39d- 56c55e933fe1 Please find attached the Synchro and SimTraffic files used for the analysis. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering RESPONSE TO VDOT COMMENTS – August 1, 2019 COMMENT 1.) In the SimTraffic reports, there are queues exceeding link distances at the westbound approach of Route 460 at the intersection of Blue Hills Drive/Mexico Way and the queues are provided at the bend area. Please add in the queues from the bend to provide realistic queues. RESPONSE: Appendices and appropriate tables have been updated accordingly. COMMENT 2.) Tables 7.2 & 7.3 – the tables need to add the SimTraffic queues for all critical movements for the existing AM & PM scenarios for the purposes of comparison. RESPONSE: Table 7.2 and Table 7.3 have been revised and Appendix E has been updated accordingly. Please note that page numbering has been revised starting on page 22. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering Contents  1.0 Introduction ....................................................................................................................................... 1  2.0 Proposed Development ..................................................................................................................... 2  3.0 Existing Volumes .............................................................................................................................. 2  4.0 Background Traffic Volumes ............................................................................................................ 9  5.0 Projected Development Volumes ...................................................................................................... 9  5.1 Trip Distribution ........................................................................................................................... 9  5.2 Buildout Year Volumes ................................................................................................................ 9  6.0 Traffic Operations Analysis ............................................................................................................ 18  6.1 Level of Service .......................................................................................................................... 18  6.2 Specific Intersection Analysis ..................................................................................................... 20  6.2.1 Coordinated Signal Network Analysis ................................................................................ 20  6.2.2 Signalized Intersection of Route 460 at Mexico Way/Blue Hills Drive ............................. 21  6.2.3 Signalized Intersection of Route 460 at W. Ruritan Road .................................................. 21  6.2.4 Signalized Intersection of Route 460 at Valley Gateway Boulevard .................................. 21  6.2.5 Unsignalized Intersection of W. Ruritan Road at Chick-fil-A Entrance ............................. 21  6.2.6 Unsignalized Intersection of W. Ruritan Road at FSED Entrance ..................................... 21  7.0 SimTraffic Queue Length Analyses ................................................................................................ 22  7.1 Scenario Analysis ........................................................................................................................ 25  7.1.1 Background and Buildout Intersection Analysis ................................................................. 25  8.0 Geometric Analysis ......................................................................................................................... 26  8.1 Sight Distance ............................................................................................................................. 26  8.2 Corner Clearance ........................................................................................................................ 30  8.3 Turn Lane Warrants .................................................................................................................... 30  8.3.1 Left Turn Lane Warrants ..................................................................................................... 30  8.3.2 Right Turn Lane Warrants .................................................................................................. 30  9.0 Conclusions and Recommendations ............................................................................................... 31  9.1 Conclusions ................................................................................................................................. 31  9.2 Recommendations ....................................................................................................................... 31  M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering List of Figures  Figure 1.1 - Site Specific Location Map ....................................................................................................... 1  Figure 3.1 – 2017 Counts Traffic Volumes AM Peak Hour………………………………………………..3 Figure 3.2 – 2017 Counts Traffic Volumes PM Peak Hour………………………………………………...4 Figure 3.3 – 2019 Counts Traffic Volumes AM Peak Hour………………………………………………..5 Figure 3.4 – 2019 Counts Traffic Volumes PM Peak Hour………………………………………………...6 Figure 3.5 – Existing Traffic Volumes AM Peak Hour...……..……………………………………………7 Figure 3.6 – Existing Traffic Volumes PM Peak Hour……..………………………………………………8 Figure 4.1 - Background AM Peak Hour Traffic…………………………………………………………. 10 Figure 4.2 - Background PM Peak Hour Traffic ……………………………………………………….... 11 Figure 5.1 - Trip Distribution AM Peak Hour …………………………………………………………… 12 Figure 5.2 - Trip Distribution PM Peak Hour ….………………………………………………………… 13 Figure 5.3 - Trip Generation AM Peak Hour …..………………………………………………………… 14 Figure 5.4 - Trip Generation PM Peak Hour …...…………………………………………………………15 Figure 5.5 - 2020 Buildout Traffic Volumes AM Peak Hour …….……………………………………… 16 Figure 5.6 - 2020 Buildout Traffic Volumes PM Peak Hour …….……………………………………… 17 Figure 8.1 – Intersection Sight Distance – Exiting ………….…………………………………………… 27 Figure 8.2 – Intersection Sight Distance – Entering ………….………………………………………..… 28 Figure 8.3 – Stopping Sight Distance – Entering ………….…………………………………………..… 29 List of Tables  Table 5.1 - Trip Generation Summary .......................................................................................................... 9  Table 6.1 - Level of Service (LOS) and Delay ........................................................................................... 18  Table 6.2 –Level of Service and Delay AM Peak Hour ............................................................................. 19  Table 6.3 –Level of Service and Delay PM Peak Hour .............................................................................. 20  Table 7.1 – Critical Locations for Queue Analysis ..................................................................................... 22  Table 7.2 – Queue Lengths AM Peak Hour ................................................................................................ 23  Table 7.3 – Queue Lengths PM Peak Hour ................................................................................................ 24  Appendices  Appendix A – Preliminary Site Plan Appendix B – Traffic Count Data Appendix C – Trip Generation Appendix D – Synchro Reports Appendix E – SimTraffic Reports Appendix F – Excerpts M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 1 1.0 Introduction  Mattern & Craig, Inc. was commissioned by Crunk Engineering, LLC, the site development engineer, to perform a Traffic Impact Analysis (TIA) for the redevelopment and rezoning of the site located in the northeast corner of the intersection of Route 460 (Challenger Avenue) and W. Ruritan Road in Roanoke County, VA. Figure 1.1 depicts the location of the proposed development and the surrounding area. The study area encompasses the section of Route 460 from just west of the signalized intersection at Blue Hills Drive/Mexico Way to east of the intersection at Valley Gateway Boulevard. The study area also includes the section of W. Ruritan Road from south of the intersection at Route 460 to north of the existing Chick-fil-A entrance, including an existing full-access entrance to the site. This section of Route 460 is a principal arterial consisting of a four-lane section with a divided median and has a posted speed limit of 45 mph except in the vicinity of the Blue Hills Drive/Mexico Way intersection where the posted speed limit is 40 mph. W. Ruritan Road consists of two lanes, with a separate right-turn lane onto Route 460, and has a posted speed limit of 35 mph. The surrounding area is a combination of commercial and residential developments.   Figure 1.1 - Site Specific Location Map This report includes a description of the proposed development, discussion of existing and projected traffic volumes in the study area, quantification of the number of trips anticipated to be generated by the M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 2 proposed development, level of service and queuing analyses, and an investigation of potential geometric improvements. This study will analyze two weekday peak hour periods: AM and PM. 2.0 Proposed Development  The proposed development is a Free-Standing Emergency Department (FSED) facility. The FSED facility will have a gross floor area of 9,410 square feet. The development will have one site access point on W. Ruritan Road just north of the existing Chick-fil-A entrance. The development is assumed to be completed in year 2020. The preliminary site plan is included in Appendix A. 3.0 Existing Volumes  Turning movement counts were collected on Wednesday, April 12, 2017 between the hours of 7:00 AM – 7:00 PM at the signalized intersections of Route 460 at Blue Hills Drive/Mexico Way, W. Ruritan Road, and Valley Gateway Boulevard. These turning movement counts, included in Appendix B, were collected by Peggy Malone & Associates and were provided to Mattern & Craig by VDOT. The 2017 turning movement counts were utilized by VDOT to develop a corridor signal system model utilizing Synchro traffic analysis software. VDOT used the corridor signal system model to determine traffic signal design modifications to coordinate and optimize the Route 460 corridor, including the three signalized intersections in the study area. Per VDOT request, the coordinated traffic signal system design that is to be implemented is assumed to be in place under both existing and proposed conditions for the purpose of this study. The corridor signal system model established an AM peak hour of 7:15 AM to 8:15 AM and a PM peak hour of 4:30 PM to 5:30 PM. For the purposes of this report, the corridor peak hours will be used as the AM and PM peak hours at each study intersection. Figure 3.1 and Figure 3.2 depict the turning movements in the AM and PM peak hours from the 2017 traffic counts. Additional turning movement counts were collected on Thursday, May 9, 2019 between the hours of 6:30 AM – 6:30 PM at the signalized intersection of Route 460 at W. Ruritan Road and at the unsignalized partial-access Chick-fil-A entrance on W. Ruritan Road. These turning movement counts were collected by The Traffic Group, a sub-consultant to Mattern & Craig. The 2019 traffic counts are included in Appendix B. For consistency with the VDOT synchro model, U-turns are combined with left turns for a total left turning volume except at the Valley Gateway Boulevard intersection where eastbound U-turns are the only permitted left turn movement. Figure 3.3 and Figure 3.4 depict the turning movements in the AM and PM peak hours from the 2019 traffic counts. A process was established to incorporate the 2019 traffic data and the 2017 traffic data into updated Existing traffic data. At the Route 460/W. Ruritan Road intersection and at the W. Ruritan Road/Chick- fil-A entrance, the 2019 traffic counts were utilized as the Existing volumes. It should be noted that the prohibited left turns out of the Chick-fil-A entrance during the peak hours were redistributed as right turns. Volume balancing was used to distribute the 2019 traffic data volumes through the adjacent Route 460 intersections at Blue Hills Drive/Mexico Way and Valley Gateway Boulevard, adjusting the 2017 traffic counts as required. The updated turning movements in the AM and PM peak hours, used as the Existing volumes for the purposes of this report, are depicted in Figure 3.5 and Figure 3.6. 69 93 863 909 217 13 7 7 17 64 10 43 1536 12 2010 3 0 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES 7:15AM - 8:15AM 0 AM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model 16 5 0 84 81 1381 1 90 863 4 2 1 0 1390 2017 COUNTS 3. 1 FIGURE 3 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 1:29:27 PM 3982 Figs turning movements.dgn CHALLENGER AVE. RTE. 460 1076 1371 1593 23 44 4 56 42 18 1126 40 26 6 10 144 14 9256 1 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES 4:30PM - 5:30PM 89 95 PM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model 79 1 92 111 1076 10 208 1504 30 16 3 23 2017 COUNTS 3. 2 FIGURE 4 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 1:29:28 PM 3982 Figs turning movements.dgn R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES 7:15AM - 8:15AM AM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model 82 30 49 96 2019 COUNTS 3. 3 FIGURE 10 0 0 1 74 96 33 1471 0 16 6 1 905 3 2 0 0 19 1 5 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 1:29:30 PM 3982 Figs turning movements.dgn CHALLENGER AVE. RTE. 460 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES 4:30PM - 5:30PM PM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model 2019 COUNTS 1 96 0 0 121841 95 1234 10 1 1 1 86 10 9 14 7 21 142 1 26 3 321494 50 3. 4 FIGURE 6 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 1:29:31 PM 3982 Figs turning movements.dgn 1480 69 93 917 939 217 13 7 7 17 64 10 43 1628 12 2010 3 0 3. 5 FIGURE 0 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES EXISTING 7:15AM - 8:15AM 0 AM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model 10 19 1 0 8216 7 1 96 1471 0 75 96 33 79 2 0 0905 3 7 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 1:29:32 PM 3982 Figs turning movements.dgn CHALLENGER AVE. RTE. 460 1245 1373 1558 23 44 4 56 42 18 1302 40 26 6 10 3. 6 FIGURE 144 14 9256 1 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES EXISTING 4:30PM - 5:30PM 89 95 PM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model 1 96 0 0 121861 95 1234 11 88 10 9 14 7 163 27 3 321494 50 8 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 1:29:34 PM 3982 Figs turning movements.dgn M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 9 4.0 Background Traffic Volumes  As mentioned previously, the proposed development is assumed to be completed in 2020. Therefore, the 2020 design year is used for analysis of impacts to the intersections in the development area. Background traffic is that which would be anticipated to utilize the existing street network at the time the proposed development is expected to be completed and occupied, but without the traffic generated by the new development. A 0.5% annual traffic growth rate is used for this analysis. This growth rate was applied to the intersections in the study area to calculate the background traffic volumes for the 2020 design year. Background traffic volumes are presented in Figure 4.1 for the AM peak hour and Figure 4.2 for the PM peak hour. 5.0 Projected Development Volumes  Trip generation was performed using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition. As previously mentioned, the proposed development will consist of a Free-Standing Emergency Department (Medical-Dental Office Building – Land Use Code 720). The FSED will have a gross floor area of 9,410 square feet. The AM and PM peak hour trips for this land use are determined using the fitted curve equations. These trips are summarized in Table 5.1 for the site and are detailed in Appendix C. Table 5.1 - Trip Generation Summary Peak Hour Entering Exiting Total Weekday AM (7:15 – 8:15) 21 (78%) 6 (22%) 27 Weekday PM (4:30 – 5:30) 10 (28%) 24 (72%) 34 5.1 Trip Distribution  Based on the geographical location of the proposed FSED, which will primarily serve east Roanoke County and west Botetourt County, it is assumed the site generated traffic will come primarily from the east in both the AM and PM peak hours. It is assumed that approximately 60% of site generated traffic will come from the east along Route 460 and the remaining 40% will come from the west along Route 460. All traffic is assumed to enter the site from Route 460. An occasional trip may enter from the north on W. Ruritan Road but will have insignificant impact on operations. Trip assignment throughout the remainder of the network distributes site generated traffic along eastbound and westbound Route 460. Trip distribution is depicted in Figure 5.1 and Figure 5.2. By combining the information from Figure 5.1 and Figure 5.2 with Table 5.1, the resulting trips can be assigned to the street network. These trips are depicted in Figure 5.3 for the AM peak hour and Figure 5.4 for the PM peak hour. 5.2 Buildout Year Volumes  The 2020 Buildout traffic volumes are determined by summing the site generated trips (Figure 5.3 and Figure 5.4) with the Background traffic (Figure 4.1 and Figure 4.2) for the weekday AM and PM peak hours. The 2020 Buildout weekday peak hour traffic volumes are presented in Figure 5.5 for the AM peak hour and Figure 5.6 for the PM peak hour.   4. 1 FIGURE R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. TRAFFIC VOLUMES 7:15AM - 8:15AM BACKGROUND AM PEAK HOUR 64 1093 69 2 0 0 79 3 16 8 1 96 82 1478 0 96 33 75 0 0 10 7 7 17 218 944 13 10 4 0 20 43 1636 12 910 19 2 1487 922 0 1. Peak Hours based on VDOT corridor model NOTES: 10 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:44 PM 3982 Figs turning movements.dgn 4. 2 FIGURE R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A SITE Driveway Exist. 44 4 56 95 23 10 89 18 40 1 96 0 0 11 86 1 95 50 27 3 32 1 42 TRAFFIC VOLUMES 4:30PM - 5:30PM BACKGROUND PM PEAK HOUR 26 7 1309 1566 122 1240 1501 164 1251 145 15 0257 1380 1. Peak Hours based on VDOT corridor model NOTES: 88 14 8110 11 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:45 PM 3982 Figs turning movements.dgn 47% 31% NOTES: 5. 1 FIGURE 22% 78 % 13 % 31%13% 47% 9% 9% CHICK-FIL-A Entrance Prop. SITE R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE 7:15AM - 8:15AM TRIP DISTRIBUTION AM PEAK HOUR Land Use Code 720 Medical-Dental Office Building, Peak Hour of Adjacent Street Traffic 2. Exiting and Entering percentages based on ITE Trip Generation Manual, 10th edition 1. Peak Hours based on VDOT corridor model 12 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:47 PM 3982 Figs turning movements.dgn 17% 11% 5. 2 FIGURE 72% 28 % 29 % 43 % 11% 29% 43% 17% Entrance Prop. SITE CHICK-FIL-A R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE 4:30PM - 5:30PM TRIP DISTRIBUTION PM PEAK HOUR NOTES: Land Use Code 720 Medical-Dental Office Building, Peak Hour of Adjacent Street Traffic 2. Exiting and Entering percentages based on ITE Trip Generation Manual, 10th edition 1. Peak Hours based on VDOT corridor model 13 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:48 PM 3982 Figs turning movements.dgn 5. 3 FIGURE 21 6 8 13 42 2 8 4 13 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A Entrance Prop. SITE 7:15AM - 8:15AM TRIP GENERATION AM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model Land Use Code 720 Medical-Dental Office Building, Peak Hour of Adjacent Street Traffic 2. Trips Generated, Exiting and Entering percentages based on ITE Trip Generation Manual, 10th edition 14 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:50 PM 3982 Figs turning movements.dgn 5. 4 FIGURE 10 14 6 4 10 24 10 4 6 14 R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A Entrance Prop. SITE 4:30PM - 5:30PM TRIP GENERATION PM PEAK HOUR NOTES: 1. Peak Hours based on VDOT corridor model Land Use Code 720 Medical-Dental Office Building, Peak Hour of Adjacent Street Traffic 2. Trips Generated, Exiting and Entering percentages based on ITE Trip Generation Manual, 10th edition 15 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:51 PM 3982 Figs turning movements.dgn 5. 5 FIGURE R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A Entrance Prop. SITE 64 1093 69 2 0 0 87 3 1 95 0 75 10 7 7 17 13 0 20 43 12 96 33 TRAFFIC VOLUMES 7:15AM - 8:15AM AM PEAK HOUR 1. Peak Hours based on VDOT corridor model NOTES: 10 4 1638 952 218 17 0 10 0 1478 910 19 2 6 0 1500 926 0 21 2020 BUILDOUT 16 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:53 PM 3982 Figs turning movements.dgn 5. 6 FIGURE R0AD W. RURITAN RTE. 460 CHALLENGER AVE. VA LL E Y GA TE WAY BLVD . CVS MEXICO WAY CHALLENGER AVE. RTE. 460 BLUE HILL S DRIVE CHICK-FIL-A Entrance Prop. SITE 44 4 56 95 23 10 89 18 40 1 96 11 96 1 50 27 3 32 1 42 TRAFFIC VOLUMES 4:30PM - 5:30PM PM PEAK HOUR 1. Peak Hours based on VDOT corridor model NOTES: 26 7 1319 1570 10 9 128 1240 1501 168 24 0 14 8110 88 1257 145 15 0257 1394 10 2020 BUILDOUT 17 Signalized Intersection Legend Unsignalized Intersection NTS 3982 COMM. NO. ROANOKE COUNTY, VIRGINIA TRAFFIC IMPACT ANALYSIS LEWIS-GALE FSED 7/15/2019 2:06:54 PM 3982 Figs turning movements.dgn M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 18 6.0 Traffic Operations Analysis   Synchro traffic software was used to analyze the operational conditions for the study area for the 2019 Existing, 2020 Background, and 2020 Buildout weekday AM and PM peak hour conditions. SimTraffic simulation software was used in conjunction with Synchro to analyze vehicle queues. The procedures used by Synchro and SimTraffic are in accordance with the methodologies stated in the Highway Capacity Manual (HCM) for intersection analysis. Due to the split phasing at the Route 460 intersection with W. Ruritan Road, HCM 2000 methodology was utilized throughout the analysis. SimTraffic analysis results are summarized in Section 7.0. As previously discussed, the coordinated traffic signal system design that VDOT is in the process of implementing is assumed to be in place under both existing and proposed conditions for the purpose of this study. The VDOT Synchro model for Alternative 4, the alternative being implemented, was used to as the basis for the analysis. 6.1 Level of Service      Synchro reports operational Level of Service (LOS) at an intersection with a letter designation and with an average delay time in seconds for vehicles stopped at the intersection. Level of service is a quantitative measure of driver perception of delay (waiting time) experienced at an intersection, and LOS is based on the delay thresholds specified in the Highway Capacity Manual (HCM). LOS conditions range from “A” (little delay) to “F” (very long delay). Table 6.1 reflects the delay ranges in seconds drivers may experience for a corresponding level of service for both signalized and unsignalized intersections. The criteria used to measure LOS for signalized intersections are different from the criteria used for unsignalized intersections. LOS for signalized intersections is based on control delay per vehicle. Control delay, as defined by HCM, includes initial deceleration delay, queue move-up time, stopped delay and final acceleration delay. According to this definition the minimum design acceptable delay is “D” for design purposes, particularly in a more developed area. For signalized intersections, LOS “F” indicates that more than one signal change cycle may be required for a driver to pass through the intersection. For unsignalized intersections, levels of service are based on critical gap, the minimum time interval in the major street traffic stream that allows entry for one minor street vehicle from an intersection, particularly the left turn vehicles. LOS “E” is generally considered to be the minimum design standard. At an unsignalized intersection, LOS “F” occurs when there are not enough minimum gaps to allow the movements on the minor street to enter the major street in a "reasonable" amount of time. Table 6.1 - Level of Service (LOS) and Delay Unsignalized Intersection Signalized Intersection LOS Average Control Delay per Vehicle (seconds) LOS Average Control Delay per Vehicle (seconds) A 0-10 A 0-10 B 10-15 B 10-20 C 15-25 C 20-35 D 25-35 D 35-55 E 35-50 E 55-80 F >50 F >80 M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 19 Analysis results for signalized intersections provide level of service calculations for all approaches as well as an overall intersection level of service. Please note that analysis results for two-way stop-controlled unsignalized intersections do not provide level of service results for all approaches or an overall intersection level of service, but rather a level of service for minor street movements and/or approaches that have a conflicting major street movement. In this study, level of service is the basis for the evaluation of existing traffic conditions and the impacts of the traffic generated by the proposed site on the study network roadways. HCM 2000 LOS and delay for the 2019 Existing, 2020 Background, and 2020 Buildout scenarios per intersection are tabulated in Table 6.2 and Table 6.3. Table 6.2 –Level of Service and Delay AM Peak Hour LOS per Movement by Approach (Delay in sec/veh) Eastbound Westbound Northbound Southbound Intersection Type Scenario Overall LOS L T R L T R L T R L T R Bl u e H i l l s D r . / Me x i c o W a y ( N / S ) At R o u t e 4 6 0 ( E / W ) Si g n a l i z e d 2019 AM Existing C (23.4) D 53.2 B 16.8 A 7.2 A 8.4 C 20.9 A 7.4 - E 62.8 E 60.3 E 55.1 E 61.6 D 42.9 C (23.4) C (20.5) E (61.5) D (52.6) 2020 AM Background C (23.7) D (54.3) B (16.8) A (7.2) A (8.4) C (21.4) A (7.4) - E (62.8) E (60.3) E (55.1) E (62.1) D (42.9) C (23.7) C (20.9) E (61.5) D (52.9) 2020 AM Buildout C (23.3) D (54.5) B (16.9) A (7.2) A (8.4) C (20.6) A (7.4) - E (62.8) E (60.3) E (55.1) E (62.1) D (42.9) C (23.7) C (20.1) E (61.5) D (52.9) W. R u r i t a n R o a d (N / S ) At R o u t e 4 6 0 ( E / W ) Si g n a l i z e d 2019 AM Existing B (11.8) B 19.5 A 4.3 A 6.7 - A 7.9 B 12.5 - E 66.6 - - E 59.6 D 53.3 A (5.5) A (8.2) E (66.6) E (55.6) 2020 AM Background B (11.9) B (19.7) A (4.4) A (6.7) - A (8.1) B (12.5) - E (66.6) - - E (59.6) D (53.3) A (5.6) A (8.4) E (66.6) E (55.6) 2020 AM Buildout B (12.7) C (21.6) A (4.3) A (6.9) - A (9.5) B (13.6) - E (66.6) - - E (58.9) D (52.8) A (5.9) A (9.7) E (66.6) E (55.1) Va l l e y G a t e w a y B l v d . (N / S ) At R o u t e 4 6 0 ( E / W ) Si g n a l i z e d 2019 AM Existing B (10.1) - A 5.1 A 2.6 E 67.5 A 8.6 - E 58.6 - D 49.6 - - - A (4.9) B (11.2) E (57.4) - 2020 AM Background B (10.1) - A (5.1) A (2.6) E (67.6) A (8.6) - E (58.6) - D (49.6) - - - A (4.9) B (11.3) E (57.4) - 2020 AM Buildout B (10.2) - A (4.9) A (3.1) E (68.1) A (8.9) - E (58.6) - D (49.6) - - - A (4.7) B (11.5) E (57.4) - Ch i c k - f i l - A E n t r a n c e (E / W ) At W . R u r i t a n R o a d (N / S ) Un s i g n a l i z e d 2019 AM Existing A (3.7) - - - - - - A 9.8 - - - - A 6.0 - - A (9.8) n./a (6.0) 2020 AM Background A (3.7) - - - - - - A (9.8) - - - - A (6.0) - - A (9.8) n/a (6.0) 2020 AM Buildout A (3.6) - - - - - - A (9.8) - - - - A (5.3) - - A (9.8) n/a (5.3) Pr o p o s e d S i t e En t r a n c e ( E / W ) At W . R u r i t a n R o a d (N / S ) Un s i g n a l i z e d 2019 AM Existing N/A - - - - - - - - - - - - - - - - 2020 AM Background N/A - - - - - - - - - - - - - - - - 2020 AM Buildout A (0.2) - - - - - - - B (10.0) - - - - - - B (10.0) - M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 20 Table 6.3 –Level of Service and Delay PM Peak Hour LOS per Movement by Approach (Delay in sec/veh) Eastbound Westbound Northbound Southbound Intersection Type Scenario Overall LOS L T R L T R L T R L T R Bl u e H i l l s D r . / Me x i c o W a y ( N / S ) At R o u t e 4 6 0 ( E / W ) Si g n a l i z e d 2019 PM Existing C (21.9) D 35.9 B 10.0 B 10.2 D 41.0 B 19.6 B 14.2 - F 80.1 E 64.1 E 56.4 E 76.2 D 50.7 B (11.5) C (20.1) E (71.5) E (62.0) 2020 PM Background C (22.0) D (36.4) B (10.2) B (10.2) D (41.9) B (19.7) B (14.2) - F (80.1) E (64.1) E (56.4) E (76.2) D (50.7) B (11.7) C (20.3) E (71.5) E (62.0) 2020 PM Buildout C (22.1) D (37.0) B (10.3) B (10.2) D (42.8) B (19.8) B (14.2) - F (80.1) E (64.1) E (56.4) E (76.2) D (50.7) B (11.8) C (20.4) E (71.5) E (62.0) W. R u r i t a n R o a d (N / S ) At R o u t e 4 6 0 ( E / W ) Si g n a l i z e d 2019 PM Existing B (15.1) B 15.4 A 8.7 A 8.8 B 12.9 B 14.8 A 0.9 - E 69.3 E 64.2 - E 67.7 E 58.3 A (9.3) B (13.5) E (66.6) E (63.2) 2020 PM Background B (15.1) B (15.4) A (8.6) A (8.8) B (12.9) B (14.9) A (0.9) - E (69.5) E (64.3) - E (67.7) E (58.3) A (9.2) B (13.6) E (66.8) E (63.2) 2020 PM Buildout B (15.6) B (15.8) A (8.7) A (9.0) B (13.1) B (15.2) A (0.7) - E (69.5) E (64.3) - E (70.0) E (57.8) A (9.4) B (13.8) E (66.8) E (64.3) Va l l e y G a t e w a y B l v d . (N / S ) At R o u t e 4 6 0 ( E / W ) Si g n a l i z e d 2019 PM Existing B (10.3) E 57.0 A 4.3 A 1.3 F 87.6 A 2.3 - E 63.0 - D 48.6 - - - A (3.9) B (11.1) E (59.9) - 2020 PM Background B (10.3) E (55.8) A (4.2) A (1.2) F (87.1) A (2.3) - E (63.1) - D (48.6) - - - A (3.8) B (11.1) E (59.9) - 2020 PM Buildout B (10.2) E (58.3) A (4.2) A (1.3) F (85.8) A (2.4) - E (63.1) - D (48.6) - - - A (3.8) B (11.0) E (59.9) - Ch i c k - f i l - A E n t r a n c e (E / W ) At W . R u r i t a n R o a d (N / S ) Un s i g n a l i z e d 2019 PM Existing A (3.9) - - - - - - A 9.2 - - - - A 3.6 - - A (9.2) n/a (3.6) 2020 PM Background A (4.0) - - - - - - A (9.2) - - - - A (3.7) - - A (9.2) n/a (3.7) 2020 PM Buildout A (3.9) - - - - - - A (9.2) - - - - A (3.5) - - A (9.2) n/a (3.5) Pr o p o s e d S i t e En t r a n c e ( E / W ) At W . R u r i t a n R o a d (N / S ) Un s i g n a l i z e d 2019 PM Existing N/A - - - - - - - - - - - - - - - - 2020 PM Background N/A - - - - - - - - - - - - - - - - 2020 PM Buildout A (0.9) - - - - - - - B (10.2) - - - - - - B (10.2) - See Appendix D for detailed Synchro LOS Reports for all analyses. 6.2 Specific Intersection Analysis  The following subsections discuss the data presented in Table 6.2 and Table 6.3. 6.2.1 Coordinated Signal Network Analysis  The coordinated signalized intersection network requires the intersections within the network to have cycle lengths that may be different than their individual natural cycle lengths. Each of the three signalized intersections must have cycle lengths that are either equal or twice as long as the adjacent M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 21 intersection for coordination. The goal of the coordinated system is to facilitate the major movement during each peak hour. In doing so, traffic on the minor approaches are sacrificed and experience lower LOS. The approaches are timed so that the dominant direction experiences the greater free-flow through the system. As mentioned previously, the existing, background and buildout scenarios represent the operation of the intersections with the implementation of the VDOT signal modification project. Synchro .syn files accompany this report for each analysis. Additionally, PDF files of the Synchro and SimTraffic reports accompany this report for each analysis in Appendix D and Appendix E, respectively.   6.2.2 Signalized Intersection of Route 460 at Mexico Way/Blue Hills Drive  The signalized intersection of Route 460 at Blue Hills Drive/Mexico Way experiences poor LOS under the 2019 Existing conditions and subsequently under the 2020 Background conditions. Under Existing conditions, the intersection is over capacity (LOS E) for the northbound approach in the AM peak hour and for both the northbound and southbound approaches in the PM peak hour. It should be noted that site generated traffic is not expected to affect the northbound and southbound approaches. Delay times at this intersection increase slightly with the addition of the site generated traffic, but site generated traffic has little overall effect on this intersection. The intersection experiences an overall LOS of C in both the AM and PM peak hours under Existing, Background, and Buildout conditions. 6.2.3 Signalized Intersection of Route 460 at W. Ruritan Road  The signalized intersection of Route 460 at W. Ruritan Road experiences poor LOS under the 2019 Existing conditions and subsequently under the 2020 Background conditions. Under Existing conditions, the intersection is over capacity (LOS E) for both the northbound and southbound approaches in both the AM and PM peak hours. It should be noted that site generated traffic is not expected to affect the northbound approach. Delay times at this intersection increase slightly with the addition of the site generated traffic, but site generated traffic has little overall effect on this intersection. The intersection experiences an overall LOS of B in both the AM and PM peak hours under Existing, Background, and Buildout conditions. 6.2.4 Signalized Intersection of Route 460 at Valley Gateway Boulevard  The signalized intersection of Route 460 at Valley Gateway Boulevard experiences poor LOS under the 2019 Existing conditions and subsequently under the 2020 Background conditions. Under Existing conditions, the intersection is over capacity (LOS E) for the northbound approach in both the AM and PM peak hours. It should be noted that site generated traffic is not expected to affect the northbound approach. Delay times increase slightly with the addition of the site generated traffic, but overall, the site generated traffic has little effect on this intersection. The intersection experiences an overall LOS of B in both the AM and PM peak hours under Existing, Background, and Buildout conditions. 6.2.5 Unsignalized Intersection of W. Ruritan Road at Chick‐fil‐A Entrance  The unsignalized intersection of W. Ruritan Road at the Chick-fil-A Entrance experiences an acceptable LOS in both the AM and PM peak hours under the 2019 Existing, 2020 Background, and 2020 Buildout conditions. 6.2.6 Unsignalized Intersection of W. Ruritan Road at FSED Entrance  The unsignalized intersection of W. Ruritan Road at the proposed FSED Entrance experiences an acceptable LOS for both AM and PM peak hours under the 2020 Buildout conditions. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 22 7.0 SimTraffic Queue Length Analyses  Queue lengths were analyzed at critical locations within the study area. Outside of the immediate vicinity of the proposed FSED entrance, only those movements that experience an increase in traffic due to the proposed development are included as critical locations. The critical locations considered for this study are shown below in Table 7.1. See Appendix E for detailed SimTraffic queue reports. Table 7.1 – Critical Locations for Queue Analysis Intersection Movement Route 460 at Blue Hills Drive/Mexico Way Eastbound Thru (EB T) Westbound Thru (WB T) Route 460 at Bend East of Blue Hills Drive/Mexico Way Westbound Thru (WB T) Route 460 at W. Ruritan Road Eastbound Left (EB L) Westbound Right (WB R) Southbound Left-Thru (SB LT) Southbound Right (SB R) Route 460 at Valley Gateway Blvd Eastbound Thru (EB T) Westbound Thru (WB T) W. Ruritan Road at Chick-fil-A Entrance Northbound Left-Thru (NB LT) Southbound Thru-Right (SB TR) W. Ruritan Road at Proposed FSED Entrance Southbound Left-Thru (SB LT) Westbound Left-Right (WB LR) Table 7.2 and Table 7.3 provide a summary of the critical movement’s resultant maximum queue length in relation to the storage length available at each location for all existing, background, and buildout traffic scenarios. The results displayed are the average results across 10 microsimulation runs. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 23 Table 7.2 – Queue Lengths AM Peak Hour Intersection Movement Scenario Queue Length (ft) Available Storage Length (ft) Route 460 at Blue Hills Drive/Mexico Way EB T 2019 Existing 348 2253L 2020 Background 319 2253L 2020 Buildout 343 2253 L WB T 2019 Existing 557 B+ 507 B 2020 Background 688 B+ 507 B 2020 Buildout 652 B+ 507 B Route 460 at W. Ruritan Road EB L 2019 Existing 134 415 SB 2020 Background 133 415 SB 2020 Buildout 148 415 SB WB R 2019 Existing 176 232 SB 2020 Background 195 232 SB 2020 Buildout 176 232 SB SB LT 2019 Existing 180 173 L 2020 Background 185 173 L 2020 Buildout 184 173 L SB R 2019 Existing 163 165 SB 2020 Background 164 165 SB 2020 Buildout 163 165 SB Route 460 at Valley Gateway Boulevard EB T 2019 Existing 246 754 L 2020 Background 257 754 L 2020 Buildout 282 754 L WB T 2019 Existing 202 5103 L 2020 Background 217 5103 L 2020 Buildout 206 5103 L W. Ruritan Road at Chick-fil-A Entrance SB TR 2019 Existing 52 1462 L 2020 Background 45 1462 L 2020 Buildout 36 1462 L NB LT 2019 Existing 75 190 2020 Background 90 190 2020 Buildout 102 190 W. Ruritan Road at Proposed FSED Entrance SB LT 2020 Buildout 45 1405 L WB LR 2020 Buildout 30 110 NOTES: L – SimTraffic Link Distance B+ – SimTraffic Bend queue added B –SimTraffic Link Distance to Bend SB – SimTraffic Storage Bay Dist M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 24 Table 7.3 – Queue Lengths PM Peak Hour Intersection Movement Scenario Queue Length (ft) Available Storage Length (ft) Route 460 at Blue Hills Drive/Mexico Way EB T 2019 Existing 467 2282L 2020 Background 536 2282L 2020 Buildout 508 2282 L WB T 2019 Existing 616 B+ 551 B 2020 Background 612 B+ 551 B 2020 Buildout 625 B+ 551 B Route 460 at W. Ruritan Road EB L 2019 Existing 251 415 SB 2020 Background 241 415 SB 2020 Buildout 238 415 SB WB R 2019 Existing 232 232 SB 2020 Background 232 232 SB 2020 Buildout 232 232 SB SB LT 2019 Existing 172 174 L 2020 Background 163 174 L 2020 Buildout 174 174 L SB R 2019 Existing 162 165 SB 2020 Background 133 165 SB 2020 Buildout 158 165 SB Route 460 at Valley Gateway Boulevard EB T 2019 Existing 320 749 L 2020 Background 322 749 L 2020 Buildout 338 749 L WB T 2019 Existing 235 5095 L 2020 Background 226 5095 L 2020 Buildout 231 5095 L W. Ruritan Road at Chick-fil-A Entrance SB TR 2019 Existing 17 1462 L 2020 Background 7 1462 L 2020 Buildout 31 1462 L NB LT 2019 Existing 108 190 2020 Background 104 190 2020 Buildout 83 190 W. Ruritan Road at Proposed FSED Entrance SB LT 2020 Buildout 22 1405 L WB LR 2020 Buildout 37 110 NOTES: L – SimTraffic Link Distance B+ – includes SimTraffic Bend queue B –SimTraffic Link Distance to Bend SB – SimTraffic Storage Bay Dist   M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 25 7.1 Scenario Analysis  The following subsection discuss the scenarios and queue lengths reported in Table 7.2 and Table 7.3. 7.1.1 Background and Buildout Intersection Analysis  A SimTraffic model was developed to simulate year 2020 geometric configurations. For the purpose of this analysis the VDOT SimTraffic model was utilized as the starting point. 7.1.1.1 Signalized Intersection of Route 460 at Mexico Way/Blue Hills Drive  There is insufficient available storage for the westbound thru movement at the Route 460 intersection with Blue Hills Drive/Mexico Way in both the AM and PM peak hours for both the 2020 Background and 2020 Buildout scenarios. Site generated traffic increases westbound thru traffic by 0.1% during the AM peak hour and 0.8% during the PM peak hour and does not adversely affect traffic at this intersection. 7.1.1.2 Signalized Intersection of Route 460 at W. Ruritan Road  There is insufficient available storage for the southbound left-thru movement at the Route 460 intersection with W. Ruritan Road in the AM peak hour for both the 2020 Background and 2020 Buildout scenarios. According to VDOT, the signal at the intersection of Route 460 and W Ruritan Road is currently operating freely and the queues on W Ruritan Road approach will not be an issue. But as VDOT is working to implement the coordination throughout the network on Route 460, the queues on W Ruritan Road will back up through the Chick-fil-A entrance. With the additional volumes from the development, the queues will remain virtually unchanged during the peak hours based on the coordinated network throughout Route 460 and are not adversely affected by the development. 7.1.1.3 Signalized Intersection of Route 460 at Valley Gateway Boulevard  The available storage length provides ample storage for both scenarios and both peak hours for the Route 460 intersection with Valley Gateway Boulevard. The reported queue lengths do not exceed the available storage. 7.1.1.4 Unsignalized Intersection of W. Ruritan Road at Chick‐fil‐A Entrance  The available storage length provides ample storage for both scenarios and both peak hours for the W. Ruritan Road intersection with the Chick-fil-A Entrance. The reported queue lengths do not exceed the available storage. 7.1.1.5 Unsignalized Intersection of W. Ruritan Road at FSED Entrance  The available storage length provides ample storage for the 2020 Buildout scenario during both peak hours for the W. Ruritan Road intersection with the proposed FSED Entrance. The reported queue lengths do not exceed the available storage. Due to the proximity of the existing Chick-fil-A entrance to the proposed FSED Entrance, on the opposite side of W. Ruritan Road, and the large number of northbound left turns into the Chick-fil-A entrance during certain times of day, such as the mid-day lunch hour, it is recommended that construction of a right turn lane and taper be strongly considered to allow northbound right turn ingress trips into the FSED facility. The addition of a right turn lane at this location would allow ambulances to have access to the FSED facility from Route 460 when vehicles waiting to turn left into Chick-fil-A might obstruct ingress. The geometrics of a potential right turn lane are discussed is Section 8.3.2. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 26 8.0 Geometric Analysis  This section analyzes the existing geometric conditions and warranted improvements necessary for the 2020 Buildout condition. Section 8.3 analyses the warrant for a turn lane at the proposed intersection of W. Ruritan Road and the proposed FSED site entrance. 8.1 Sight Distance  The size of the development site limits the distance from Route 460 an entrance can be constructed. Sight distance requirements at intersections assume that the vehicle traveling on the road does not slow down when the driver sees a vehicle pulling out of an entrance. The car in the entrance or side street must judge the full speed of the vehicle, therefore, the long sight distance requirements. The location of the Chick-fil-A entrance provides less than desirable sight distance to the north for cars entering and exiting the site. The location of this entrance was constrained by the property limits and buffer requirements at the Chick-fil-A site. The location of the proposed FSED entrance is also constrained by the property limits and buffer requirements at the Chick-fil-A site. The property for the FSED site extends further north along W. Ruritan Road allowing the proposed entrance to be positioned further north than the existing Chick-fil-A entrance. At the VDOT Pre-Scoping Meeting it was established that an offset entrance location would be beneficial if adequate sight distance can be provided for left-turning vehicles exiting the FSED facility onto southbound W. Ruritan Road. Left turns out of the Chick-fil-A entrance are restricted, addressing the issue of left turn conflicts at the offset entrance locations. Mattern & Craig performed a profile survey of W. Ruritan Road from the stop bar at the Route 460 intersection to a location approximately 675’ along W. Ruritan Road in order to obtain a Design Waiver for the Chick-fil-A entrance. This same survey profile for the Chick-fil-A entrance was used to evaluate the sight distance for the proposed FSED entrance. An evaluation of the existing conditions was performed to determine if adequate Intersection Sight Distance (ISD) is available. Per AASHTO, the ISD requirement for 35 mph is 390’. Figure 8.1 provides a plan and profile of the existing and required intersection sight distance right for a vehicle exiting the proposed site and turning left onto W. Ruritan Road. The required sight distance right is 390’and the available sight distance right is greater than 390’. Figure 8.2 provides a plan and profile of the existing and required intersection sight distance for a vehicle entering the site via a left turn from W. Ruritan Road. The required intersection sight distance is 390’ and the existing sight distance is greater than 390’. The required intersection sight distances are based on 35 mph. An evaluation of the existing conditions was performed to determine if adequate Stopping Sight Distance (SSD) is available. Per AASHTO, the SSD requirement for 35 mph is 250’. Figure 8.3 indicates 250’ of existing sight distance is available and a car can stop or slow down in time to avoid a vehicle exiting the site. Available Intersection Sight Distance (ISD) and Stopping Sight Distance (SSD) at the proposed entrance location exceed requirements for 35mph, the posted speed on W. Ruritan Road. A speed study performed during the preparation of the Traffic Impact Analysis for the Chick-fil-A site provided no justification for lowering the speed limit. 27 28 29 M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 30 8.2 Corner Clearance  The existing southbound approach to the signalized intersection of W. Ruritan Road and Route 460 is a two lane road with an additional southbound right turn lane between the existing Chick-fil-A entrance and Route 460. The southern edge of pavement of the proposed development entrance is located approximately 242’ from the north edge of pavement of Route 460. The VDOT Road Design Manual, Appendix F, Figure 4-5 (page F-100), requires 225’ of corner clearance to the nearest entrance or street. . (For reference, see Appendix E of this report for excerpts of Figure 4-5 from the VDOT Road Design Manual.) 8.3 Turn Lane Warrants  On two-lane roads, vehicles slowing or stopping to turn create a hazard for other vehicles. This hazard increases as the number of turning vehicles increases. The VDOT Road Design Manual provides guidelines for turn lanes on two-lane roads. These guidelines are based on the design speed, turning volume, approach volume, and opposing volume. 8.3.1 Left Turn Lane Warrants  In Appendix F of the VDOT Road Design Manual, Figure 3-5 (page F-62), was used to determine if a southbound left turn lane is warranted on W. Ruritan Road at the site’s proposed entrance. (For reference, see Appendix E of this report for excerpts of Figure 3-5 from the VDOT Road Design Manual.) With an advancing volume of 202 and an opposing volume of 150 in the AM peak hour a storage lane is not warranted. With an advancing volume of 97 and an opposing volume of 268 in the PM peak hour a storage lane is not warranted. It is worth noting that the left turn volume percentage is 0% in both the AM and PM peak hours. 8.3.2 Right Turn Lane Warrants  In Appendix F of the VDOT Road Design Manual, Figure 3-26 (page F-80), was used to determine if a right turn lane is warranted on W. Ruritan Road at the site’s proposed entrance. With a northbound approach volume of 150 and a turning volume of 21 in the AM peak hour a right turn storage lane is not warranted. With a northbound approach volume of 268 and a turning volume of 10 in the PM peak hour a right turn storage lane is not warranted. (For reference, see Appendix F of this report for excerpts of Figure 3-26 from the VDOT Road Design Manual.) As discussed in Section 7.1.1, construction of a right turn lane allowing northbound right turn ingress trips into the FSED facility should be considered to allow ambulances to have access to the FSED facility from Route 460 during mid-day peak hours for Chick-fil-A when vehicles on W. Ruritan Road waiting to turn left into Chick-fil-A might obstruct ingress. A potential right turn taper should begin at the end of the Route 460 corner radius and the right turn lane should not extend beyond the proposed entrance location. A preliminary assessment determined that a ±130’ right turn lane with a ±50’ taper can be accommodated within the existing space. M&C COMM. No. 3982 Lewis-Gale FSED Development T.I.A - For: Crunk Engineering 31 9.0 Conclusions and Recommendations  9.1 Conclusions  This study analyzes Existing and Background traffic operations at the intersections of of Route 460 at Blue Hills Drive/Mexico Way, Route 460 at Valley Gateway Boulevard, Route 460 at W. Ruritan Road, W. Ruritan Road at the existing Chick-fil-A entrance, and W. Ruritan Road at the proposed site entrance, as well as impacts to traffic operation that might be expected upon completion of the proposed development. This study evaluates impacts to vehicle level of service and delays, queue lengths, and the feasibility of geometric improvements that may be warranted by the development. Although some intersections in the study area experience unacceptable LOS and delays, the addition of the site generated traffic has little effect on the LOS and delays at these intersections. The less than optimal LOS experienced by some of the minor approaches may be mitigated by a detailed signal timing study (post construction) to further optimize the operations of the signals. This study also analyzes the queue lengths for critical turning movements at all of the intersections in the study area. Although some approaches experience queue lengths that do not exceed the available storage length, the addition of the site generated traffic has little effect on these queue lengths. 9.2 Recommendations  The following recommendations are offered to accompany implementation of the proposed development: 1. At the intersection of W. Ruritan Road and the proposed site entrance, consider providing a single northbound right turn lane and taper beginning at the end of the Route 460 corner radius. The potential right turn lane should not extend beyond the proposed entrance location. A preliminary assessment determined that ±130’ right turn lane with a ±50’ right turn taper can be accommodated within the existing space. APPENDIX A 0 GRAPHIC SCALE 20 4010 18 9 4 G E N E R A L G E O R G E P A T T O N D R . SU I T E 6 0 0 FR A N K L I N , T N 3 7 0 6 7 ( 6 1 5 ) 8 7 3 - 1 7 9 5 WW W . C R U N K E N G . C O M CR U N K E N G I N E E R I N G L L C Dr a w i n g P a t h : P: \ P r o j e c t s \ 2 0 1 9 \ 1 9 0 1 3 - R o a n o k e V A F S E D \ D w g \ C o n s t r u c t i o n \ x r e f \ s p b a s e . d w g APPENDIX B • 2017 Existing Traffic Counts • 2019 Existing Traffic Counts 2017 Existing Traffic Counts • Route 460 (Challenger Ave.) at Blue Hills Drive/Mexico Way • Route 460 (Challenger Ave.) at W. Ruritan Road • Route 460 (Challenger Ave.) at Valley Gateway Boulevard These turning movement counts were collected by Peggy Malone & Associates and provided by VDOT. File Name : 9-Mexico Way_Blue Hills Dr and Orange Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Car Blue Hills Dr Southbound Orange Ave W estbound Mexico Way Northbound Orange Ave Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 20 1 4 0 25 6 369 2 0 377 2 1 2 0 5 0 137 49 0 186 593 07:15 AM 15 0 4 0 19 8 400 4 0 412 2 0 1 0 3 2 170 36 0 208 642 07:30 AM 27 0 6 0 33 9 375 3 0 387 5 1 2 0 8 4 241 50 0 295 723 07:45 AM 17 0 4 0 21 15 344 1 0 360 2 1 3 0 6 4 197 67 0 268 655 Total 79 1 18 0 98 38 1488 10 0 1536 11 3 8 0 22 10 745 202 0 957 2613 08:00 AM 16 0 0 0 16 9 334 4 0 347 6 5 1 0 12 2 208 57 0 267 642 08:15 AM 16 0 6 0 22 12 271 5 0 288 6 1 1 0 8 1 206 47 0 254 572 08:30 AM 5 0 2 0 7 9 289 4 0 302 4 0 2 0 6 4 183 24 0 211 526 08:45 AM 8 0 4 0 12 9 239 10 0 258 4 0 1 0 5 1 190 36 0 227 502 Total 45 0 12 0 57 39 1133 23 0 1195 20 6 5 0 31 8 787 164 0 959 2242 09:00 AM 10 0 5 1 16 0 215 10 0 225 11 1 9 0 21 6 175 26 0 207 469 09:15 AM 9 0 2 0 11 5 247 6 0 258 7 0 8 0 15 4 180 20 0 204 488 09:30 AM 14 0 3 0 17 4 259 3 0 266 8 0 5 0 13 4 177 32 0 213 509 09:45 AM 17 0 2 0 19 9 234 8 0 251 6 0 3 0 9 5 227 23 0 255 534 Total 50 0 12 1 63 18 955 27 0 1000 32 1 25 0 58 19 759 101 0 879 2000 10:00 AM 12 0 4 0 16 5 257 6 0 268 10 1 6 0 17 4 183 19 0 206 507 10:15 AM 10 1 2 0 13 2 225 14 0 241 6 0 12 0 18 4 223 18 0 245 517 10:30 AM 17 1 5 0 23 8 215 9 0 232 6 0 8 0 14 4 199 17 0 220 489 10:45 AM 16 1 3 0 20 3 244 6 0 253 5 0 5 0 10 6 212 20 0 238 521 Total 55 3 14 0 72 18 941 35 0 994 27 1 31 0 59 18 817 74 0 909 2034 11:00 AM 39 1 10 0 50 2 252 10 0 264 8 1 5 0 14 2 209 14 0 225 553 11:15 AM 20 2 9 0 31 5 212 14 0 231 7 4 13 0 24 4 198 25 0 227 513 11:30 AM 52 7 15 0 74 2 275 14 0 291 12 0 10 0 22 4 237 20 0 261 648 11:45 AM 24 2 13 0 39 7 259 19 0 285 17 6 10 0 33 3 250 49 0 302 659 Total 135 12 47 0 194 16 998 57 0 1071 44 11 38 0 93 13 894 108 0 1015 2373 12:00 PM 46 5 23 1 75 6 271 12 0 289 15 2 12 0 29 2 257 19 0 278 671 12:15 PM 38 2 18 0 58 8 255 13 0 276 18 3 12 0 33 7 254 42 0 303 670 12:30 PM 29 3 11 0 43 9 271 21 0 301 27 1 12 0 40 9 251 32 0 292 676 12:45 PM 22 2 12 0 36 11 271 8 0 290 21 3 23 0 47 5 275 41 0 321 694 Total 135 12 64 1 212 34 1068 54 0 1156 81 9 59 0 149 23 1037 134 0 1194 2711 01:00 PM 29 1 17 0 47 4 268 8 0 280 15 1 8 0 24 1 242 23 0 266 617 01:15 PM 19 0 11 0 30 7 254 6 0 267 8 1 8 1 18 3 296 31 0 330 645 01:30 PM 45 0 13 0 58 6 244 11 0 261 16 1 7 0 24 2 260 25 0 287 630 01:45 PM 15 2 5 0 22 7 242 5 0 254 6 1 13 0 20 9 293 29 0 331 627 Total 108 3 46 0 157 24 1008 30 0 1062 45 4 36 1 86 15 1091 108 0 1214 2519 02:00 PM 29 5 11 0 45 5 281 9 0 295 11 3 13 0 27 9 246 24 0 279 646 02:15 PM 33 2 14 0 49 1 277 14 0 292 13 2 11 1 27 6 304 39 0 349 717 02:30 PM 62 1 19 0 82 5 300 9 0 314 10 1 6 0 17 3 305 17 0 325 738 02:45 PM 34 1 12 0 47 7 230 4 0 241 9 2 7 0 18 8 326 46 0 380 686 Total 158 9 56 0 223 18 1088 36 0 1142 43 8 37 1 89 26 1181 126 0 1333 2787 03:00 PM 99 3 18 0 120 5 240 7 0 252 9 1 4 0 14 5 313 31 0 349 735 03:15 PM 55 2 19 0 76 6 283 4 0 293 10 3 6 0 19 5 348 38 0 391 779 03:30 PM 202 7 35 0 244 1 291 5 0 297 9 0 9 0 18 4 343 27 0 374 933 03:45 PM 56 5 33 2 96 2 325 16 0 343 10 1 10 0 21 2 338 26 0 366 826 Total 412 17 105 2 536 14 1139 32 0 1185 38 5 29 0 72 16 1342 122 0 1480 3273 04:00 PM 47 2 24 0 73 2 276 9 0 287 17 1 8 0 26 0 334 15 0 349 735 04:15 PM 39 0 12 0 51 5 267 9 0 281 6 1 4 0 11 13 351 23 0 387 730 04:30 PM 51 2 22 1 76 2 282 12 0 296 13 0 16 0 29 6 361 17 0 384 785 04:45 PM 49 0 16 0 65 4 271 9 0 284 17 0 6 0 23 6 382 29 0 417 789 Total 186 4 74 1 265 13 1096 39 0 1148 53 2 34 0 89 25 1428 84 0 1537 3039 05:00 PM 104 8 24 0 136 3 251 11 0 265 9 3 16 0 28 7 408 9 0 424 853 05:15 PM 55 0 25 0 80 0 251 8 0 259 17 1 6 0 24 4 393 18 0 415 778 05:30 PM 38 2 23 0 63 2 241 13 0 256 11 0 10 0 21 5 366 32 0 403 743 05:45 PM 25 1 18 0 44 2 274 12 0 288 6 2 6 0 14 4 413 25 0 442 788 Total 222 11 90 0 323 7 1017 44 0 1068 43 6 38 0 87 20 1580 84 0 1684 3162 06:00 PM 29 2 12 0 43 2 322 8 0 332 11 0 13 0 24 7 343 19 0 369 768 06:15 PM 24 1 11 0 36 0 290 11 0 301 8 0 7 0 15 9 320 18 0 347 699 06:30 PM 35 0 12 0 47 2 214 9 0 225 8 1 10 0 19 7 325 26 0 358 649 06:45 PM 19 0 6 0 25 2 208 3 0 213 5 1 5 0 11 3 250 30 0 283 532 Total 107 3 41 0 151 6 1034 31 0 1071 32 2 35 0 69 26 1238 93 0 1357 2648 Grand Total 1692 75 579 5 2351 245 12965 418 0 13628 469 58 375 2 904 219 12899 1400 0 14518 31401 Apprch %72 3.2 24.6 0.2 1.8 95.1 3.1 0 51.9 6.4 41.5 0.2 1.5 88.8 9.6 0 Total %5.4 0.2 1.8 0 7.5 0.8 41.3 1.3 0 43.4 1.5 0.2 1.2 0 2.9 0.7 41.1 4.5 0 46.2 Peggy Malone & Associates File Name : 9-Mexico Way_Blue Hills Dr and Orange Ave Site Code : Start Date : 4/12/2017 Page No : 2 Blue Hills Dr Southbound Orange Ave W estbound Mexico Way Northbound Orange Ave Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 15 0 4 19 8 400 4 412 2 0 1 3 2 170 36 208 642 07:30 AM 27 0 6 33 9 375 3 387 5 1 2 8 4 241 50 295 723 07:45 AM 17 0 4 21 15 344 1 360 2 1 3 6 4 197 67 268 655 08:00 AM 16 0 0 16 9 334 4 347 6 5 1 12 2 208 57 267 642 Total Volume 75 0 14 89 41 1453 12 1506 15 7 7 29 12 816 210 1038 2662 % App. Total 84.3 0 15.7 2.7 96.5 0.8 51.7 24.1 24.1 1.2 78.6 20.2 PHF .694 .000 .583 .674 .683 .908 .750 .914 .625 .350 .583 .604 .750 .846 .784 .880 .920 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 46 5 23 74 6 271 12 289 15 2 12 29 2 257 19 278 670 12:15 PM 38 2 18 58 8 255 13 276 18 3 12 33 7 254 42 303 670 12:30 PM 29 3 11 43 9 271 21 301 27 1 12 40 9 251 32 292 676 12:45 PM 22 2 12 36 11 271 8 290 21 3 23 47 5 275 41 321 694 Total Volume 135 12 64 211 34 1068 54 1156 81 9 59 149 23 1037 134 1194 2710 % App. Total 64 5.7 30.3 2.9 92.4 4.7 54.4 6 39.6 1.9 86.9 11.2 PHF .734 .600 .696 .713 .773 .985 .643 .960 .750 .750 .641 .793 .639 .943 .798 .930 .976 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 99 3 18 120 5 240 7 252 9 1 4 14 5 313 31 349 735 03:15 PM 55 2 19 76 6 283 4 293 10 3 6 19 5 348 38 391 779 03:30 PM 202 7 35 244 1 291 5 297 9 0 9 18 4 343 27 374 933 03:45 PM 56 5 33 94 2 325 16 343 10 1 10 21 2 338 26 366 824 Total Volume 412 17 105 534 14 1139 32 1185 38 5 29 72 16 1342 122 1480 3271 % App. Total 77.2 3.2 19.7 1.2 96.1 2.7 52.8 6.9 40.3 1.1 90.7 8.2 PHF .510 .607 .750 .547 .583 .876 .500 .864 .950 .417 .725 .857 .800 .964 .803 .946 .876 Peggy Malone & Associates File Name : 9-Mexico Way_Blue Hills Dr and Orange Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Truck Blue Hills Dr Southbound Orange Ave W estbound Mexico Way Northbound Orange Ave Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 1 0 1 0 2 1 14 0 0 15 0 0 0 0 0 0 28 2 0 30 47 07:15 AM 2 0 0 0 2 1 20 0 0 21 0 0 0 0 0 0 12 2 0 14 37 07:30 AM 4 0 0 0 4 0 15 0 0 15 0 0 0 0 0 0 29 2 0 31 50 07:45 AM 7 0 1 0 8 1 23 0 0 24 0 0 0 0 0 1 23 2 0 26 58 Total 14 0 2 0 16 3 72 0 0 75 0 0 0 0 0 1 92 8 0 101 192 08:00 AM 15 0 5 0 20 0 25 0 0 25 2 0 0 0 2 0 29 1 0 30 77 08:15 AM 10 0 5 0 15 2 19 0 0 21 0 0 0 0 0 0 31 2 0 33 69 08:30 AM 5 0 5 0 10 1 20 0 0 21 1 0 0 0 1 0 22 2 0 24 56 08:45 AM 4 0 2 0 6 1 29 0 0 30 0 0 1 0 1 0 36 1 0 37 74 Total 34 0 17 0 51 4 93 0 0 97 3 0 1 0 4 0 118 6 0 124 276 09:00 AM 1 0 0 0 1 0 21 0 0 21 0 0 0 0 0 0 28 3 0 31 53 09:15 AM 2 0 1 0 3 1 14 0 0 15 0 0 0 0 0 0 26 7 0 33 51 09:30 AM 2 0 4 0 6 3 19 0 0 22 1 0 0 0 1 0 31 5 0 36 65 09:45 AM 2 0 1 0 3 1 28 1 0 30 0 0 1 0 1 0 17 2 0 19 53 Total 7 0 6 0 13 5 82 1 0 88 1 0 1 0 2 0 102 17 0 119 222 10:00 AM 4 0 5 0 9 0 34 0 0 34 0 0 1 0 1 0 27 1 0 28 72 10:15 AM 4 0 5 0 9 0 22 0 0 22 0 0 0 0 0 1 31 4 0 36 67 10:30 AM 2 0 2 0 4 0 17 0 0 17 0 0 0 0 0 0 20 3 0 23 44 10:45 AM 1 0 0 0 1 3 24 0 0 27 0 0 0 0 0 0 33 4 0 37 65 Total 11 0 12 0 23 3 97 0 0 100 0 0 1 0 1 1 111 12 0 124 248 11:00 AM 1 0 3 0 4 1 25 0 0 26 0 0 0 0 0 0 32 5 0 37 67 11:15 AM 2 0 2 0 4 1 29 0 0 30 0 0 0 0 0 0 27 5 0 32 66 11:30 AM 9 0 1 0 10 0 26 0 0 26 0 0 0 0 0 0 28 6 0 34 70 11:45 AM 5 0 2 0 7 2 17 0 0 19 0 0 0 0 0 1 25 4 0 30 56 Total 17 0 8 0 25 4 97 0 0 101 0 0 0 0 0 1 112 20 0 133 259 12:00 PM 5 0 2 0 7 3 29 0 0 32 1 0 0 0 1 0 26 1 0 27 67 12:15 PM 3 0 0 0 3 0 20 0 0 20 0 0 1 0 1 0 25 4 0 29 53 12:30 PM 1 0 1 0 2 0 17 0 0 17 0 0 0 0 0 0 31 1 0 32 51 12:45 PM 4 0 1 0 5 0 19 0 0 19 0 0 0 0 0 0 30 1 0 31 55 Total 13 0 4 0 17 3 85 0 0 88 1 0 1 0 2 0 112 7 0 119 226 01:00 PM 0 0 2 0 2 2 32 0 0 34 1 0 0 0 1 0 18 4 0 22 59 01:15 PM 9 0 2 0 11 1 26 0 0 27 0 0 0 0 0 1 21 3 0 25 63 01:30 PM 2 0 2 0 4 0 15 0 0 15 1 0 0 0 1 0 27 3 0 30 50 01:45 PM 4 0 0 0 4 2 21 0 0 23 0 0 1 0 1 0 27 4 0 31 59 Total 15 0 6 0 21 5 94 0 0 99 2 0 1 0 3 1 93 14 0 108 231 02:00 PM 4 0 1 0 5 3 21 0 0 24 0 0 0 0 0 0 36 1 0 37 66 02:15 PM 2 0 3 0 5 3 19 0 0 22 1 0 0 0 1 1 18 5 0 24 52 02:30 PM 5 0 0 0 5 0 21 0 0 21 0 0 0 0 0 0 25 2 0 27 53 02:45 PM 7 0 2 0 9 2 22 0 0 24 0 0 0 0 0 0 18 1 0 19 52 Total 18 0 6 0 24 8 83 0 0 91 1 0 0 0 1 1 97 9 0 107 223 03:00 PM 5 0 2 0 7 1 29 0 0 30 0 0 1 0 1 0 26 3 0 29 67 03:15 PM 3 0 1 0 4 6 27 0 0 33 0 0 0 0 0 0 24 4 0 28 65 03:30 PM 1 0 2 0 3 1 15 0 0 16 0 0 0 0 0 0 17 3 0 20 39 03:45 PM 5 0 1 0 6 1 30 0 0 31 0 0 1 0 1 1 26 8 0 35 73 Total 14 0 6 0 20 9 101 0 0 110 0 0 2 0 2 1 93 18 0 112 244 04:00 PM 3 1 3 0 7 0 16 0 0 16 1 0 0 0 1 1 14 3 0 18 42 04:15 PM 1 0 1 0 2 1 26 0 0 27 0 0 0 0 0 0 17 4 0 21 50 04:30 PM 2 0 0 0 2 0 16 0 0 16 0 0 0 0 0 0 16 4 0 20 38 04:45 PM 0 0 1 0 1 3 16 0 0 19 0 0 0 0 0 0 14 8 0 22 42 Total 6 1 5 0 12 4 74 0 0 78 1 0 0 0 1 1 61 19 0 81 172 05:00 PM 3 0 1 0 4 2 19 0 0 21 0 0 0 0 0 0 15 3 0 18 43 05:15 PM 2 0 0 0 2 4 20 0 0 24 0 0 0 0 0 0 4 7 0 11 37 05:30 PM 3 0 2 0 5 0 16 0 0 16 0 0 0 0 0 0 11 5 0 16 37 05:45 PM 3 0 1 0 4 2 17 0 0 19 0 0 0 0 0 0 15 2 0 17 40 Total 11 0 4 0 15 8 72 0 0 80 0 0 0 0 0 0 45 17 0 62 157 06:00 PM 6 0 1 0 7 2 8 0 0 10 0 0 0 0 0 0 11 5 0 16 33 06:15 PM 0 0 1 0 1 1 14 0 0 15 0 0 0 0 0 0 14 3 0 17 33 06:30 PM 5 0 0 0 5 1 17 0 0 18 0 0 0 0 0 0 12 7 0 19 42 06:45 PM 3 1 0 0 4 2 10 0 0 12 0 0 0 0 0 0 10 6 0 16 32 Total 14 1 2 0 17 6 49 0 0 55 0 0 0 0 0 0 47 21 0 68 140 Grand Total 174 2 78 0 254 62 999 1 0 1062 9 0 7 0 16 7 1083 168 0 1258 2590 Apprch %68.5 0.8 30.7 0 5.8 94.1 0.1 0 56.2 0 43.8 0 0.6 86.1 13.4 0 Total %6.7 0.1 3 0 9.8 2.4 38.6 0 0 41 0.3 0 0.3 0 0.6 0.3 41.8 6.5 0 48.6 Peggy Malone & Associates File Name : 9-Mexico Way_Blue Hills Dr and Orange Ave Site Code : Start Date : 4/12/2017 Page No : 2 Blue Hills Dr Southbound Orange Ave W estbound Mexico Way Northbound Orange Ave Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 15 0 5 20 0 25 0 25 2 0 0 2 0 29 1 30 77 08:15 AM 10 0 5 15 2 19 0 21 0 0 0 0 0 31 2 33 69 08:30 AM 5 0 5 10 1 20 0 21 1 0 0 1 0 22 2 24 56 08:45 AM 4 0 2 6 1 29 0 30 0 0 1 1 0 36 1 37 74 Total Volume 34 0 17 51 4 93 0 97 3 0 1 4 0 118 6 124 276 % App. Total 66.7 0 33.3 4.1 95.9 0 75 0 25 0 95.2 4.8 PHF .567 .000 .850 .638 .500 .802 .000 .808 .375 .000 .250 .500 .000 .819 .750 .838 .896 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 10:45 AM 10:45 AM 1 0 0 1 3 24 0 27 0 0 0 0 0 33 4 37 65 11:00 AM 1 0 3 4 1 25 0 26 0 0 0 0 0 32 5 37 67 11:15 AM 2 0 2 4 1 29 0 30 0 0 0 0 0 27 5 32 66 11:30 AM 9 0 1 10 0 26 0 26 0 0 0 0 0 28 6 34 70 Total Volume 13 0 6 19 5 104 0 109 0 0 0 0 0 120 20 140 268 % App. Total 68.4 0 31.6 4.6 95.4 0 0 0 0 0 85.7 14.3 PHF .361 .000 .500 .475 .417 .897 .000 .908 .000 .000 .000 .000 .000 .909 .833 .946 .957 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 5 0 2 7 1 29 0 30 0 0 1 1 0 26 3 29 67 03:15 PM 3 0 1 4 6 27 0 33 0 0 0 0 0 24 4 28 65 03:30 PM 1 0 2 3 1 15 0 16 0 0 0 0 0 17 3 20 39 03:45 PM 5 0 1 6 1 30 0 31 0 0 1 1 1 26 8 35 73 Total Volume 14 0 6 20 9 101 0 110 0 0 2 2 1 93 18 112 244 % App. Total 70 0 30 8.2 91.8 0 0 0 100 0.9 83 16.1 PHF .700 .000 .750 .714 .375 .842 .000 .833 .000 .000 .500 .500 .250 .894 .563 .800 .836 Peggy Malone & Associates File Name : 9-Mexico Way_Blue Hills Dr and Orange Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Combined Blue Hills Dr Southbound Orange Ave W estbound Mexico Way Northbound Orange Ave Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 21 1 5 0 27 7 383 2 0 392 2 1 2 0 5 0 165 51 0 216 640 07:15 AM 17 0 4 0 21 9 420 4 0 433 2 0 1 0 3 2 182 38 0 222 679 07:30 AM 31 0 6 0 37 9 390 3 0 402 5 1 2 0 8 4 270 52 0 326 773 07:45 AM 24 0 5 0 29 16 367 1 0 384 2 1 3 0 6 5 220 69 0 294 713 Total 93 1 20 0 114 41 1560 10 0 1611 11 3 8 0 22 11 837 210 0 1058 2805 08:00 AM 31 0 5 0 36 9 359 4 0 372 8 5 1 0 14 2 237 58 0 297 719 08:15 AM 26 0 11 0 37 14 290 5 0 309 6 1 1 0 8 1 237 49 0 287 641 08:30 AM 10 0 7 0 17 10 309 4 0 323 5 0 2 0 7 4 205 26 0 235 582 08:45 AM 12 0 6 0 18 10 268 10 0 288 4 0 2 0 6 1 226 37 0 264 576 Total 79 0 29 0 108 43 1226 23 0 1292 23 6 6 0 35 8 905 170 0 1083 2518 09:00 AM 11 0 5 1 17 0 236 10 0 246 11 1 9 0 21 6 203 29 0 238 522 09:15 AM 11 0 3 0 14 6 261 6 0 273 7 0 8 0 15 4 206 27 0 237 539 09:30 AM 16 0 7 0 23 7 278 3 0 288 9 0 5 0 14 4 208 37 0 249 574 09:45 AM 19 0 3 0 22 10 262 9 0 281 6 0 4 0 10 5 244 25 0 274 587 Total 57 0 18 1 76 23 1037 28 0 1088 33 1 26 0 60 19 861 118 0 998 2222 10:00 AM 16 0 9 0 25 5 291 6 0 302 10 1 7 0 18 4 210 20 0 234 579 10:15 AM 14 1 7 0 22 2 247 14 0 263 6 0 12 0 18 5 254 22 0 281 584 10:30 AM 19 1 7 0 27 8 232 9 0 249 6 0 8 0 14 4 219 20 0 243 533 10:45 AM 17 1 3 0 21 6 268 6 0 280 5 0 5 0 10 6 245 24 0 275 586 Total 66 3 26 0 95 21 1038 35 0 1094 27 1 32 0 60 19 928 86 0 1033 2282 11:00 AM 40 1 13 0 54 3 277 10 0 290 8 1 5 0 14 2 241 19 0 262 620 11:15 AM 22 2 11 0 35 6 241 14 0 261 7 4 13 0 24 4 225 30 0 259 579 11:30 AM 61 7 16 0 84 2 301 14 0 317 12 0 10 0 22 4 265 26 0 295 718 11:45 AM 29 2 15 0 46 9 276 19 0 304 17 6 10 0 33 4 275 53 0 332 715 Total 152 12 55 0 219 20 1095 57 0 1172 44 11 38 0 93 14 1006 128 0 1148 2632 12:00 PM 51 5 25 1 82 9 300 12 0 321 16 2 12 0 30 2 283 20 0 305 738 12:15 PM 41 2 18 0 61 8 275 13 0 296 18 3 13 0 34 7 279 46 0 332 723 12:30 PM 30 3 12 0 45 9 288 21 0 318 27 1 12 0 40 9 282 33 0 324 727 12:45 PM 26 2 13 0 41 11 290 8 0 309 21 3 23 0 47 5 305 42 0 352 749 Total 148 12 68 1 229 37 1153 54 0 1244 82 9 60 0 151 23 1149 141 0 1313 2937 01:00 PM 29 1 19 0 49 6 300 8 0 314 16 1 8 0 25 1 260 27 0 288 676 01:15 PM 28 0 13 0 41 8 280 6 0 294 8 1 8 1 18 4 317 34 0 355 708 01:30 PM 47 0 15 0 62 6 259 11 0 276 17 1 7 0 25 2 287 28 0 317 680 01:45 PM 19 2 5 0 26 9 263 5 0 277 6 1 14 0 21 9 320 33 0 362 686 Total 123 3 52 0 178 29 1102 30 0 1161 47 4 37 1 89 16 1184 122 0 1322 2750 02:00 PM 33 5 12 0 50 8 302 9 0 319 11 3 13 0 27 9 282 25 0 316 712 02:15 PM 35 2 17 0 54 4 296 14 0 314 14 2 11 1 28 7 322 44 0 373 769 02:30 PM 67 1 19 0 87 5 321 9 0 335 10 1 6 0 17 3 330 19 0 352 791 02:45 PM 41 1 14 0 56 9 252 4 0 265 9 2 7 0 18 8 344 47 0 399 738 Total 176 9 62 0 247 26 1171 36 0 1233 44 8 37 1 90 27 1278 135 0 1440 3010 03:00 PM 104 3 20 0 127 6 269 7 0 282 9 1 5 0 15 5 339 34 0 378 802 03:15 PM 58 2 20 0 80 12 310 4 0 326 10 3 6 0 19 5 372 42 0 419 844 03:30 PM 203 7 37 0 247 2 306 5 0 313 9 0 9 0 18 4 360 30 0 394 972 03:45 PM 61 5 34 2 102 3 355 16 0 374 10 1 11 0 22 3 364 34 0 401 899 Total 426 17 111 2 556 23 1240 32 0 1295 38 5 31 0 74 17 1435 140 0 1592 3517 04:00 PM 50 3 27 0 80 2 292 9 0 303 18 1 8 0 27 1 348 18 0 367 777 04:15 PM 40 0 13 0 53 6 293 9 0 308 6 1 4 0 11 13 368 27 0 408 780 04:30 PM 53 2 22 1 78 2 298 12 0 312 13 0 16 0 29 6 377 21 0 404 823 04:45 PM 49 0 17 0 66 7 287 9 0 303 17 0 6 0 23 6 396 37 0 439 831 Total 192 5 79 1 277 17 1170 39 0 1226 54 2 34 0 90 26 1489 103 0 1618 3211 05:00 PM 107 8 25 0 140 5 270 11 0 286 9 3 16 0 28 7 423 12 0 442 896 05:15 PM 57 0 25 0 82 4 271 8 0 283 17 1 6 0 24 4 397 25 0 426 815 05:30 PM 41 2 25 0 68 2 257 13 0 272 11 0 10 0 21 5 377 37 0 419 780 05:45 PM 28 1 19 0 48 4 291 12 0 307 6 2 6 0 14 4 428 27 0 459 828 Total 233 11 94 0 338 15 1089 44 0 1148 43 6 38 0 87 20 1625 101 0 1746 3319 06:00 PM 35 2 13 0 50 4 330 8 0 342 11 0 13 0 24 7 354 24 0 385 801 06:15 PM 24 1 12 0 37 1 304 11 0 316 8 0 7 0 15 9 334 21 0 364 732 06:30 PM 40 0 12 0 52 3 231 9 0 243 8 1 10 0 19 7 337 33 0 377 691 06:45 PM 22 1 6 0 29 4 218 3 0 225 5 1 5 0 11 3 260 36 0 299 564 Total 121 4 43 0 168 12 1083 31 0 1126 32 2 35 0 69 26 1285 114 0 1425 2788 Grand Total 1866 77 657 5 2605 307 13964 419 0 14690 478 58 382 2 920 226 13982 1568 0 15776 33991 Apprch %71.6 3 25.2 0.2 2.1 95.1 2.9 0 52 6.3 41.5 0.2 1.4 88.6 9.9 0 Total %5.5 0.2 1.9 0 7.7 0.9 41.1 1.2 0 43.2 1.4 0.2 1.1 0 2.7 0.7 41.1 4.6 0 46.4 Peggy Malone & Associates File Name : 9-Mexico Way_Blue Hills Dr and Orange Ave Site Code : Start Date : 4/12/2017 Page No : 2 Blue Hills Dr Southbound Orange Ave W estbound Mexico Way Northbound Orange Ave Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 17 0 4 21 9 420 4 433 2 0 1 3 2 182 38 222 679 07:30 AM 31 0 6 37 9 390 3 402 5 1 2 8 4 270 52 326 773 07:45 AM 24 0 5 29 16 367 1 384 2 1 3 6 5 220 69 294 713 08:00 AM 31 0 5 36 9 359 4 372 8 5 1 14 2 237 58 297 719 Total Volume 103 0 20 123 43 1536 12 1591 17 7 7 31 13 909 217 1139 2884 % App. Total 83.7 0 16.3 2.7 96.5 0.8 54.8 22.6 22.6 1.1 79.8 19.1 PHF .831 .000 .833 .831 .672 .914 .750 .919 .531 .350 .583 .554 .650 .842 .786 .873 .933 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 12:00 PM 12:00 PM 51 5 25 81 9 300 12 321 16 2 12 30 2 283 20 305 737 12:15 PM 41 2 18 61 8 275 13 296 18 3 13 34 7 279 46 332 723 12:30 PM 30 3 12 45 9 288 21 318 27 1 12 40 9 282 33 324 727 12:45 PM 26 2 13 41 11 290 8 309 21 3 23 47 5 305 42 352 749 Total Volume 148 12 68 228 37 1153 54 1244 82 9 60 151 23 1149 141 1313 2936 % App. Total 64.9 5.3 29.8 3 92.7 4.3 54.3 6 39.7 1.8 87.5 10.7 PHF .725 .600 .680 .704 .841 .961 .643 .969 .759 .750 .652 .803 .639 .942 .766 .933 .980 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:00 PM 03:00 PM 104 3 20 127 6 269 7 282 9 1 5 15 5 339 34 378 802 03:15 PM 58 2 20 80 12 310 4 326 10 3 6 19 5 372 42 419 844 03:30 PM 203 7 37 247 2 306 5 313 9 0 9 18 4 360 30 394 972 03:45 PM 61 5 34 100 3 355 16 374 10 1 11 22 3 364 34 401 897 Total Volume 426 17 111 554 23 1240 32 1295 38 5 31 74 17 1435 140 1592 3515 % App. Total 76.9 3.1 20 1.8 95.8 2.5 51.4 6.8 41.9 1.1 90.1 8.8 PHF .525 .607 .750 .561 .479 .873 .500 .866 .950 .417 .705 .841 .850 .964 .833 .950 .904 Peggy Malone & Associates File Name : 10-Ruritan Rd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Car Ruritan Rd Southbound Challenger Ave W estbound CVS Northbound Challenger Ave Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 47 0 13 0 60 14 329 2 0 345 0 0 0 0 0 1 134 18 0 153 558 07:15 AM 36 0 20 0 56 28 376 0 0 404 0 0 0 0 0 0 174 18 0 192 652 07:30 AM 34 0 27 0 61 13 341 0 0 354 0 0 1 0 1 1 206 22 0 229 645 07:45 AM 47 0 20 0 67 27 308 1 0 336 0 1 0 0 1 2 188 29 0 219 623 Total 164 0 80 0 244 82 1354 3 0 1439 0 1 1 0 2 4 702 87 0 793 2478 08:00 AM 44 0 15 0 59 6 277 0 0 283 0 0 1 0 1 1 189 20 0 210 553 08:15 AM 32 0 13 0 45 15 268 0 0 283 1 0 1 0 2 2 190 27 0 219 549 08:30 AM 33 0 8 0 41 17 256 1 0 274 0 0 0 0 0 1 184 14 0 199 514 08:45 AM 29 0 13 0 42 6 214 2 0 222 0 0 1 1 2 1 158 21 0 180 446 Total 138 0 49 0 187 44 1015 3 0 1062 1 0 3 1 5 5 721 82 0 808 2062 09:00 AM 18 0 16 0 34 10 200 2 0 212 2 0 1 0 3 3 188 23 0 214 463 09:15 AM 22 0 15 0 37 11 254 3 0 268 1 1 1 0 3 1 161 19 0 181 489 09:30 AM 32 0 14 0 46 9 212 1 0 222 1 0 3 0 4 2 196 20 0 218 490 09:45 AM 11 0 10 0 21 16 250 2 0 268 1 1 1 0 3 7 204 10 0 221 513 Total 83 0 55 0 138 46 916 8 0 970 5 2 6 0 13 13 749 72 0 834 1955 10:00 AM 25 0 11 0 36 14 238 2 0 254 6 1 1 0 8 2 173 25 0 200 498 10:15 AM 19 0 13 0 32 13 217 3 0 233 3 0 1 0 4 3 206 19 0 228 497 10:30 AM 14 0 19 0 33 11 217 3 0 231 3 1 3 0 7 5 211 24 0 240 511 10:45 AM 18 1 11 0 30 17 228 7 0 252 4 0 3 0 7 5 173 13 0 191 480 Total 76 1 54 0 131 55 900 15 0 970 16 2 8 0 26 15 763 81 0 859 1986 11:00 AM 28 0 15 0 43 14 230 4 0 248 8 1 3 0 12 4 190 27 0 221 524 11:15 AM 18 1 19 0 38 15 228 1 0 244 6 1 1 0 8 6 198 30 0 234 524 11:30 AM 15 0 14 0 29 26 264 7 0 297 2 0 2 0 4 5 209 48 0 262 592 11:45 AM 24 1 23 0 48 31 269 0 0 300 5 0 3 0 8 5 263 37 0 305 661 Total 85 2 71 0 158 86 991 12 0 1089 21 2 9 0 32 20 860 142 0 1022 2301 12:00 PM 29 1 21 0 51 20 248 3 0 271 6 2 1 1 10 7 234 51 0 292 624 12:15 PM 26 0 27 0 53 26 249 3 0 278 7 1 3 0 11 4 239 52 0 295 637 12:30 PM 25 1 26 0 52 26 268 1 0 295 6 0 2 0 8 8 247 34 0 289 644 12:45 PM 28 0 30 0 58 22 266 0 0 288 3 1 1 1 6 7 252 33 0 292 644 Total 108 2 104 0 214 94 1031 7 0 1132 22 4 7 2 35 26 972 170 0 1168 2549 01:00 PM 31 0 24 0 55 27 233 2 0 262 5 0 3 0 8 5 232 51 0 288 613 01:15 PM 29 1 28 0 58 29 227 3 0 259 5 1 3 0 9 4 266 30 0 300 626 01:30 PM 30 0 21 1 52 21 227 1 0 249 5 1 1 0 7 4 248 49 0 301 609 01:45 PM 24 0 27 0 51 28 244 3 0 275 6 0 1 0 7 0 274 34 0 308 641 Total 114 1 100 1 216 105 931 9 0 1045 21 2 8 0 31 13 1020 164 0 1197 2489 02:00 PM 20 1 22 0 43 18 256 4 0 278 4 2 2 0 8 6 274 34 0 314 643 02:15 PM 17 1 14 1 33 27 260 1 0 288 1 0 2 0 3 1 297 35 0 333 657 02:30 PM 22 1 15 0 38 30 289 1 0 320 2 1 2 0 5 5 302 21 0 328 691 02:45 PM 23 0 24 0 47 18 214 3 0 235 6 2 5 0 13 10 308 28 0 346 641 Total 82 3 75 1 161 93 1019 9 0 1121 13 5 11 0 29 22 1181 118 0 1321 2632 03:00 PM 32 0 15 0 47 18 227 0 0 245 4 1 5 0 10 6 317 34 0 357 659 03:15 PM 20 0 15 0 35 13 243 3 0 259 3 0 1 0 4 8 349 41 0 398 696 03:30 PM 24 0 19 0 43 18 321 1 0 340 4 1 3 1 9 3 311 33 0 347 739 03:45 PM 17 0 21 0 38 28 281 0 0 309 9 1 5 1 16 10 333 44 0 387 750 Total 93 0 70 0 163 77 1072 4 0 1153 20 3 14 2 39 27 1310 152 0 1489 2844 04:00 PM 25 0 15 0 40 21 265 0 0 286 8 1 2 0 11 7 350 55 0 412 749 04:15 PM 23 1 28 0 52 14 247 4 0 265 4 0 1 0 5 3 326 31 0 360 682 04:30 PM 25 0 11 0 36 27 264 4 0 295 5 0 5 0 10 7 351 46 0 404 745 04:45 PM 11 0 26 0 37 20 272 1 0 293 5 2 4 0 11 7 369 51 0 427 768 Total 84 1 80 0 165 82 1048 9 0 1139 22 3 12 0 37 24 1396 183 0 1603 2944 05:00 PM 17 1 28 0 46 31 230 0 0 261 6 0 4 0 10 10 376 53 0 439 756 05:15 PM 26 0 27 0 53 33 230 4 0 267 7 1 3 0 11 6 362 56 0 424 755 05:30 PM 24 0 19 0 43 38 237 6 0 281 4 0 11 0 15 9 318 47 0 374 713 05:45 PM 22 1 23 0 46 24 232 4 0 260 5 2 10 0 17 14 390 53 0 457 780 Total 89 2 97 0 188 126 929 14 0 1069 22 3 28 0 53 39 1446 209 0 1694 3004 06:00 PM 43 2 25 0 70 26 269 2 0 297 9 0 5 0 14 5 327 71 0 403 784 06:15 PM 35 0 28 0 63 27 268 1 0 296 7 3 0 0 10 8 309 43 0 360 729 06:30 PM 36 0 31 0 67 20 185 2 0 207 2 0 1 0 3 0 275 42 0 317 594 06:45 PM 20 0 23 0 43 22 193 2 0 217 1 0 2 0 3 4 246 37 0 287 550 Total 134 2 107 0 243 95 915 7 0 1017 19 3 8 0 30 17 1157 193 0 1367 2657 Grand Total 1250 14 942 2 2208 985 12121 100 0 13206 182 30 115 5 332 225 12277 1653 0 14155 29901 Apprch %56.6 0.6 42.7 0.1 7.5 91.8 0.8 0 54.8 9 34.6 1.5 1.6 86.7 11.7 0 Total %4.2 0 3.2 0 7.4 3.3 40.5 0.3 0 44.2 0.6 0.1 0.4 0 1.1 0.8 41.1 5.5 0 47.3 Peggy Malone & Associates File Name : 10-Ruritan Rd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 2 Ruritan Rd Southbound Challenger Ave W estbound CVS Northbound Challenger Ave Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 47 0 13 60 14 329 2 345 0 0 0 0 1 134 18 153 558 07:15 AM 36 0 20 56 28 376 0 404 0 0 0 0 0 174 18 192 652 07:30 AM 34 0 27 61 13 341 0 354 0 0 1 1 1 206 22 229 645 07:45 AM 47 0 20 67 27 308 1 336 0 1 0 1 2 188 29 219 623 Total Volume 164 0 80 244 82 1354 3 1439 0 1 1 2 4 702 87 793 2478 % App. Total 67.2 0 32.8 5.7 94.1 0.2 0 50 50 0.5 88.5 11 PHF .872 .000 .741 .910 .732 .900 .375 .890 .000 .250 .250 .500 .500 .852 .750 .866 .950 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 24 1 23 48 31 269 0 300 5 0 3 8 5 263 37 305 661 12:00 PM 29 1 21 51 20 248 3 271 6 2 1 9 7 234 51 292 623 12:15 PM 26 0 27 53 26 249 3 278 7 1 3 11 4 239 52 295 637 12:30 PM 25 1 26 52 26 268 1 295 6 0 2 8 8 247 34 289 644 Total Volume 104 3 97 204 103 1034 7 1144 24 3 9 36 24 983 174 1181 2565 % App. Total 51 1.5 47.5 9 90.4 0.6 66.7 8.3 25 2 83.2 14.7 PHF .897 .750 .898 .962 .831 .961 .583 .953 .857 .375 .750 .818 .750 .934 .837 .968 .970 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 26 0 27 53 33 230 4 267 7 1 3 11 6 362 56 424 755 05:30 PM 24 0 19 43 38 237 6 281 4 0 11 15 9 318 47 374 713 05:45 PM 22 1 23 46 24 232 4 260 5 2 10 17 14 390 53 457 780 06:00 PM 43 2 25 70 26 269 2 297 9 0 5 14 5 327 71 403 784 Total Volume 115 3 94 212 121 968 16 1105 25 3 29 57 34 1397 227 1658 3032 % App. Total 54.2 1.4 44.3 11 87.6 1.4 43.9 5.3 50.9 2.1 84.3 13.7 PHF .669 .375 .870 .757 .796 .900 .667 .930 .694 .375 .659 .838 .607 .896 .799 .907 .967 Peggy Malone & Associates File Name : 10-Ruritan Rd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Truck Ruritan Rd Southbound Challenger Ave W estbound CVS Northbound Challenger Ave Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 0 0 1 0 1 0 14 0 0 14 0 0 0 0 0 0 18 0 0 18 33 07:15 AM 1 0 1 0 2 3 19 0 0 22 0 0 0 0 0 0 16 0 0 16 40 07:30 AM 0 0 0 0 0 2 13 0 0 15 0 0 0 0 0 0 32 0 0 32 47 07:45 AM 3 0 0 0 3 1 21 0 0 22 0 0 0 0 0 0 29 1 0 30 55 Total 4 0 2 0 6 6 67 0 0 73 0 0 0 0 0 0 95 1 0 96 175 08:00 AM 0 0 1 0 1 1 26 0 0 27 0 0 0 0 0 0 29 0 0 29 57 08:15 AM 3 0 0 0 3 1 18 0 0 19 0 0 0 0 0 0 42 0 0 42 64 08:30 AM 0 0 0 0 0 0 20 0 0 20 0 0 0 0 0 0 37 0 0 37 57 08:45 AM 1 0 0 0 1 0 28 0 0 28 0 0 1 0 1 1 26 0 0 27 57 Total 4 0 1 0 5 2 92 0 0 94 0 0 1 0 1 1 134 0 0 135 235 09:00 AM 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 0 33 0 0 33 52 09:15 AM 0 0 0 0 0 0 15 0 0 15 0 0 0 0 0 0 31 0 0 31 46 09:30 AM 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 38 0 0 38 55 09:45 AM 0 0 0 0 0 0 27 0 0 27 0 0 1 0 1 1 22 0 0 23 51 Total 0 0 0 0 0 0 78 0 0 78 0 0 1 0 1 1 124 0 0 125 204 10:00 AM 0 0 0 0 0 2 32 0 0 34 0 0 0 0 0 0 33 2 0 35 69 10:15 AM 0 0 1 0 1 0 22 0 0 22 0 0 0 0 0 0 34 0 0 34 57 10:30 AM 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 2 26 1 0 29 47 10:45 AM 0 0 0 0 0 0 27 0 0 27 1 0 0 0 1 0 34 1 0 35 63 Total 0 0 1 0 1 2 99 0 0 101 1 0 0 0 1 2 127 4 0 133 236 11:00 AM 0 0 0 0 0 0 20 0 0 20 0 0 1 0 1 0 31 0 0 31 52 11:15 AM 1 0 0 0 1 0 31 0 0 31 0 0 0 0 0 0 25 0 0 25 57 11:30 AM 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 0 26 1 0 27 52 11:45 AM 0 0 0 0 0 0 24 0 0 24 0 0 0 0 0 0 33 1 0 34 58 Total 1 0 0 0 1 0 100 0 0 100 0 0 1 0 1 0 115 2 0 117 219 12:00 PM 0 0 0 0 0 0 28 0 0 28 1 0 0 0 1 0 22 0 0 22 51 12:15 PM 0 0 0 0 0 0 21 0 0 21 0 0 0 0 0 1 24 0 0 25 46 12:30 PM 1 0 0 0 1 0 17 0 0 17 1 0 0 0 1 0 28 2 0 30 49 12:45 PM 1 0 0 0 1 2 22 0 0 24 0 0 0 0 0 0 27 0 0 27 52 Total 2 0 0 0 2 2 88 0 0 90 2 0 0 0 2 1 101 2 0 104 198 01:00 PM 0 0 0 0 0 0 28 0 0 28 0 0 0 0 0 0 21 0 0 21 49 01:15 PM 1 0 0 0 1 0 24 0 0 24 0 0 0 0 0 0 24 0 0 24 49 01:30 PM 0 0 0 0 0 0 13 0 0 13 0 0 0 0 0 0 27 1 0 28 41 01:45 PM 0 0 0 0 0 1 25 0 0 26 0 0 0 0 0 0 37 0 0 37 63 Total 1 0 0 0 1 1 90 0 0 91 0 0 0 0 0 0 109 1 0 110 202 02:00 PM 0 0 1 0 1 0 22 0 0 22 0 0 0 0 0 0 30 1 0 31 54 02:15 PM 0 0 0 0 0 0 23 0 0 23 0 0 0 0 0 0 18 2 0 20 43 02:30 PM 1 0 0 0 1 2 22 0 0 24 0 0 0 0 0 1 16 1 0 18 43 02:45 PM 1 0 0 0 1 0 25 0 0 25 1 0 1 0 2 0 27 0 0 27 55 Total 2 0 1 0 3 2 92 0 0 94 1 0 1 0 2 1 91 4 0 96 195 03:00 PM 1 0 1 0 2 0 33 0 0 33 0 0 1 0 1 0 16 0 0 16 52 03:15 PM 0 0 0 0 0 0 33 0 0 33 0 0 0 0 0 0 20 0 0 20 53 03:30 PM 0 0 0 0 0 1 20 0 0 21 0 0 0 0 0 0 18 0 0 18 39 03:45 PM 2 0 0 0 2 1 29 0 0 30 0 0 0 0 0 0 26 0 0 26 58 Total 3 0 1 0 4 2 115 0 0 117 0 0 1 0 1 0 80 0 0 80 202 04:00 PM 2 0 2 0 4 0 17 0 0 17 0 0 0 0 0 0 20 0 0 20 41 04:15 PM 0 0 0 0 0 0 27 0 0 27 0 0 0 0 0 0 14 0 0 14 41 04:30 PM 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 0 17 1 0 18 32 04:45 PM 0 0 0 0 0 0 24 0 0 24 0 0 0 0 0 0 12 0 0 12 36 Total 2 0 2 0 4 0 82 0 0 82 0 0 0 0 0 0 63 1 0 64 150 05:00 PM 0 0 0 0 0 0 17 1 0 18 0 0 0 0 0 0 13 1 0 14 32 05:15 PM 0 0 0 0 0 0 25 0 0 25 0 0 0 0 0 0 4 0 0 4 29 05:30 PM 0 0 0 0 0 0 19 0 0 19 0 0 0 0 0 0 16 0 0 16 35 05:45 PM 0 0 0 0 0 0 17 0 0 17 0 0 0 0 0 0 18 0 0 18 35 Total 0 0 0 0 0 0 78 1 0 79 0 0 0 0 0 0 51 1 0 52 131 06:00 PM 0 0 1 0 1 0 14 0 0 14 0 0 0 0 0 0 10 0 0 10 25 06:15 PM 1 0 0 0 1 0 16 0 0 16 0 0 0 0 0 0 17 0 0 17 34 06:30 PM 0 0 0 0 0 0 18 0 0 18 0 0 0 0 0 0 9 0 0 9 27 06:45 PM 0 0 0 0 0 1 12 0 0 13 0 0 0 0 0 0 12 0 0 12 25 Total 1 0 1 0 2 1 60 0 0 61 0 0 0 0 0 0 48 0 0 48 111 Grand Total 20 0 9 0 29 18 1041 1 0 1060 4 0 5 0 9 6 1138 16 0 1160 2258 Apprch %69 0 31 0 1.7 98.2 0.1 0 44.4 0 55.6 0 0.5 98.1 1.4 0 Total %0.9 0 0.4 0 1.3 0.8 46.1 0 0 46.9 0.2 0 0.2 0 0.4 0.3 50.4 0.7 0 51.4 Peggy Malone & Associates File Name : 10-Ruritan Rd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 2 Ruritan Rd Southbound Challenger Ave W estbound CVS Northbound Challenger Ave Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 0 0 1 1 1 26 0 27 0 0 0 0 0 29 0 29 57 08:15 AM 3 0 0 3 1 18 0 19 0 0 0 0 0 42 0 42 64 08:30 AM 0 0 0 0 0 20 0 20 0 0 0 0 0 37 0 37 57 08:45 AM 1 0 0 1 0 28 0 28 0 0 1 1 1 26 0 27 57 Total Volume 4 0 1 5 2 92 0 94 0 0 1 1 1 134 0 135 235 % App. Total 80 0 20 2.1 97.9 0 0 0 100 0.7 99.3 0 PHF .333 .000 .250 .417 .500 .821 .000 .839 .000 .000 .250 .250 .250 .798 .000 .804 .918 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 10:00 AM 10:00 AM 0 0 0 0 2 32 0 34 0 0 0 0 0 33 2 35 69 10:15 AM 0 0 1 1 0 22 0 22 0 0 0 0 0 34 0 34 57 10:30 AM 0 0 0 0 0 18 0 18 0 0 0 0 2 26 1 29 47 10:45 AM 0 0 0 0 0 27 0 27 1 0 0 1 0 34 1 35 63 Total Volume 0 0 1 1 2 99 0 101 1 0 0 1 2 127 4 133 236 % App. Total 0 0 100 2 98 0 100 0 0 1.5 95.5 3 PHF .000 .000 .250 .250 .250 .773 .000 .743 .250 .000 .000 .250 .250 .934 .500 .950 .855 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 1 0 0 1 2 22 0 24 0 0 0 0 1 16 1 18 43 02:45 PM 1 0 0 1 0 25 0 25 1 0 1 2 0 27 0 27 55 03:00 PM 1 0 1 2 0 33 0 33 0 0 1 1 0 16 0 16 52 03:15 PM 0 0 0 0 0 33 0 33 0 0 0 0 0 20 0 20 53 Total Volume 3 0 1 4 2 113 0 115 1 0 2 3 1 79 1 81 203 % App. Total 75 0 25 1.7 98.3 0 33.3 0 66.7 1.2 97.5 1.2 PHF .750 .000 .250 .500 .250 .856 .000 .871 .250 .000 .500 .375 .250 .731 .250 .750 .923 Peggy Malone & Associates File Name : 10-Ruritan Rd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Combined Ruritan Rd Southbound Challenger Ave W estbound CVS Northbound Challenger Ave Eastbound Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 47 0 14 0 61 14 343 2 0 359 0 0 0 0 0 1 152 18 0 171 591 07:15 AM 37 0 21 0 58 31 395 0 0 426 0 0 0 0 0 0 190 18 0 208 692 07:30 AM 34 0 27 0 61 15 354 0 0 369 0 0 1 0 1 1 238 22 0 261 692 07:45 AM 50 0 20 0 70 28 329 1 0 358 0 1 0 0 1 2 217 30 0 249 678 Total 168 0 82 0 250 88 1421 3 0 1512 0 1 1 0 2 4 797 88 0 889 2653 08:00 AM 44 0 16 0 60 7 303 0 0 310 0 0 1 0 1 1 218 20 0 239 610 08:15 AM 35 0 13 0 48 16 286 0 0 302 1 0 1 0 2 2 232 27 0 261 613 08:30 AM 33 0 8 0 41 17 276 1 0 294 0 0 0 0 0 1 221 14 0 236 571 08:45 AM 30 0 13 0 43 6 242 2 0 250 0 0 2 1 3 2 184 21 0 207 503 Total 142 0 50 0 192 46 1107 3 0 1156 1 0 4 1 6 6 855 82 0 943 2297 09:00 AM 18 0 16 0 34 10 219 2 0 231 2 0 1 0 3 3 221 23 0 247 515 09:15 AM 22 0 15 0 37 11 269 3 0 283 1 1 1 0 3 1 192 19 0 212 535 09:30 AM 32 0 14 0 46 9 229 1 0 239 1 0 3 0 4 2 234 20 0 256 545 09:45 AM 11 0 10 0 21 16 277 2 0 295 1 1 2 0 4 8 226 10 0 244 564 Total 83 0 55 0 138 46 994 8 0 1048 5 2 7 0 14 14 873 72 0 959 2159 10:00 AM 25 0 11 0 36 16 270 2 0 288 6 1 1 0 8 2 206 27 0 235 567 10:15 AM 19 0 14 0 33 13 239 3 0 255 3 0 1 0 4 3 240 19 0 262 554 10:30 AM 14 0 19 0 33 11 235 3 0 249 3 1 3 0 7 7 237 25 0 269 558 10:45 AM 18 1 11 0 30 17 255 7 0 279 5 0 3 0 8 5 207 14 0 226 543 Total 76 1 55 0 132 57 999 15 0 1071 17 2 8 0 27 17 890 85 0 992 2222 11:00 AM 28 0 15 0 43 14 250 4 0 268 8 1 4 0 13 4 221 27 0 252 576 11:15 AM 19 1 19 0 39 15 259 1 0 275 6 1 1 0 8 6 223 30 0 259 581 11:30 AM 15 0 14 0 29 26 289 7 0 322 2 0 2 0 4 5 235 49 0 289 644 11:45 AM 24 1 23 0 48 31 293 0 0 324 5 0 3 0 8 5 296 38 0 339 719 Total 86 2 71 0 159 86 1091 12 0 1189 21 2 10 0 33 20 975 144 0 1139 2520 12:00 PM 29 1 21 0 51 20 276 3 0 299 7 2 1 1 11 7 256 51 0 314 675 12:15 PM 26 0 27 0 53 26 270 3 0 299 7 1 3 0 11 5 263 52 0 320 683 12:30 PM 26 1 26 0 53 26 285 1 0 312 7 0 2 0 9 8 275 36 0 319 693 12:45 PM 29 0 30 0 59 24 288 0 0 312 3 1 1 1 6 7 279 33 0 319 696 Total 110 2 104 0 216 96 1119 7 0 1222 24 4 7 2 37 27 1073 172 0 1272 2747 01:00 PM 31 0 24 0 55 27 261 2 0 290 5 0 3 0 8 5 253 51 0 309 662 01:15 PM 30 1 28 0 59 29 251 3 0 283 5 1 3 0 9 4 290 30 0 324 675 01:30 PM 30 0 21 1 52 21 240 1 0 262 5 1 1 0 7 4 275 50 0 329 650 01:45 PM 24 0 27 0 51 29 269 3 0 301 6 0 1 0 7 0 311 34 0 345 704 Total 115 1 100 1 217 106 1021 9 0 1136 21 2 8 0 31 13 1129 165 0 1307 2691 02:00 PM 20 1 23 0 44 18 278 4 0 300 4 2 2 0 8 6 304 35 0 345 697 02:15 PM 17 1 14 1 33 27 283 1 0 311 1 0 2 0 3 1 315 37 0 353 700 02:30 PM 23 1 15 0 39 32 311 1 0 344 2 1 2 0 5 6 318 22 0 346 734 02:45 PM 24 0 24 0 48 18 239 3 0 260 7 2 6 0 15 10 335 28 0 373 696 Total 84 3 76 1 164 95 1111 9 0 1215 14 5 12 0 31 23 1272 122 0 1417 2827 03:00 PM 33 0 16 0 49 18 260 0 0 278 4 1 6 0 11 6 333 34 0 373 711 03:15 PM 20 0 15 0 35 13 276 3 0 292 3 0 1 0 4 8 369 41 0 418 749 03:30 PM 24 0 19 0 43 19 341 1 0 361 4 1 3 1 9 3 329 33 0 365 778 03:45 PM 19 0 21 0 40 29 310 0 0 339 9 1 5 1 16 10 359 44 0 413 808 Total 96 0 71 0 167 79 1187 4 0 1270 20 3 15 2 40 27 1390 152 0 1569 3046 04:00 PM 27 0 17 0 44 21 282 0 0 303 8 1 2 0 11 7 370 55 0 432 790 04:15 PM 23 1 28 0 52 14 274 4 0 292 4 0 1 0 5 3 340 31 0 374 723 04:30 PM 25 0 11 0 36 27 278 4 0 309 5 0 5 0 10 7 368 47 0 422 777 04:45 PM 11 0 26 0 37 20 296 1 0 317 5 2 4 0 11 7 381 51 0 439 804 Total 86 1 82 0 169 82 1130 9 0 1221 22 3 12 0 37 24 1459 184 0 1667 3094 05:00 PM 17 1 28 0 46 31 247 1 0 279 6 0 4 0 10 10 389 54 0 453 788 05:15 PM 26 0 27 0 53 33 255 4 0 292 7 1 3 0 11 6 366 56 0 428 784 05:30 PM 24 0 19 0 43 38 256 6 0 300 4 0 11 0 15 9 334 47 0 390 748 05:45 PM 22 1 23 0 46 24 249 4 0 277 5 2 10 0 17 14 408 53 0 475 815 Total 89 2 97 0 188 126 1007 15 0 1148 22 3 28 0 53 39 1497 210 0 1746 3135 06:00 PM 43 2 26 0 71 26 283 2 0 311 9 0 5 0 14 5 337 71 0 413 809 06:15 PM 36 0 28 0 64 27 284 1 0 312 7 3 0 0 10 8 326 43 0 377 763 06:30 PM 36 0 31 0 67 20 203 2 0 225 2 0 1 0 3 0 284 42 0 326 621 06:45 PM 20 0 23 0 43 23 205 2 0 230 1 0 2 0 3 4 258 37 0 299 575 Total 135 2 108 0 245 96 975 7 0 1078 19 3 8 0 30 17 1205 193 0 1415 2768 Grand Total 1270 14 951 2 2237 1003 13162 101 0 14266 186 30 120 5 341 231 13415 1669 0 15315 32159 Apprch %56.8 0.6 42.5 0.1 7 92.3 0.7 0 54.5 8.8 35.2 1.5 1.5 87.6 10.9 0 Total %3.9 0 3 0 7 3.1 40.9 0.3 0 44.4 0.6 0.1 0.4 0 1.1 0.7 41.7 5.2 0 47.6 Peggy Malone & Associates File Name : 10-Ruritan Rd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 2 Ruritan Rd Southbound Challenger Ave W estbound CVS Northbound Challenger Ave Eastbound Start Time Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 37 0 21 58 31 395 0 426 0 0 0 0 0 190 18 208 692 07:30 AM 34 0 27 61 15 354 0 369 0 0 1 1 1 238 22 261 692 07:45 AM 50 0 20 70 28 329 1 358 0 1 0 1 2 217 30 249 678 08:00 AM 44 0 16 60 7 303 0 310 0 0 1 1 1 218 20 239 610 Total Volume 165 0 84 249 81 1381 1 1463 0 1 2 3 4 863 90 957 2672 % App. Total 66.3 0 33.7 5.5 94.4 0.1 0 33.3 66.7 0.4 90.2 9.4 PHF .825 .000 .778 .889 .653 .874 .250 .859 .000 .250 .500 .750 .500 .907 .750 .917 .965 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 24 1 23 48 31 293 0 324 5 0 3 8 5 296 38 339 719 12:00 PM 29 1 21 51 20 276 3 299 7 2 1 10 7 256 51 314 674 12:15 PM 26 0 27 53 26 270 3 299 7 1 3 11 5 263 52 320 683 12:30 PM 26 1 26 53 26 285 1 312 7 0 2 9 8 275 36 319 693 Total Volume 105 3 97 205 103 1124 7 1234 26 3 9 38 25 1090 177 1292 2769 % App. Total 51.2 1.5 47.3 8.3 91.1 0.6 68.4 7.9 23.7 1.9 84.4 13.7 PHF .905 .750 .898 .967 .831 .959 .583 .952 .929 .375 .750 .864 .781 .921 .851 .953 .963 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 05:15 PM 05:15 PM 26 0 27 53 33 255 4 292 7 1 3 11 6 366 56 428 784 05:30 PM 24 0 19 43 38 256 6 300 4 0 11 15 9 334 47 390 748 05:45 PM 22 1 23 46 24 249 4 277 5 2 10 17 14 408 53 475 815 06:00 PM 43 2 26 71 26 283 2 311 9 0 5 14 5 337 71 413 809 Total Volume 115 3 95 213 121 1043 16 1180 25 3 29 57 34 1445 227 1706 3156 % App. Total 54 1.4 44.6 10.3 88.4 1.4 43.9 5.3 50.9 2 84.7 13.3 PHF .669 .375 .880 .750 .796 .921 .667 .949 .694 .375 .659 .838 .607 .885 .799 .898 .968 Peggy Malone & Associates File Name : 11-Valley Gateway Blvd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Car Challenger Ave W estbound Valley Gateway Blvd Northbound Challenger Ave Eastbound Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 349 18 0 367 4 13 0 17 22 118 0 0 140 524 07:15 AM 367 12 0 379 6 16 0 22 19 178 0 0 197 598 07:30 AM 359 18 0 377 1 14 0 15 25 208 0 0 233 625 07:45 AM 323 22 0 345 0 10 0 10 23 197 0 0 220 575 Total 1398 70 0 1468 11 53 0 64 89 701 0 0 790 2322 08:00 AM 272 16 0 288 2 15 0 17 22 181 0 0 203 508 08:15 AM 277 13 0 290 2 15 0 17 22 179 0 0 201 508 08:30 AM 253 10 0 263 1 11 0 12 20 177 0 0 197 472 08:45 AM 222 24 0 246 1 11 1 13 20 162 0 0 182 441 Total 1024 63 0 1087 6 52 1 59 84 699 0 0 783 1929 09:00 AM 192 17 0 209 3 16 0 19 21 182 0 0 203 431 09:15 AM 236 20 0 256 4 15 0 19 26 142 0 0 168 443 09:30 AM 204 15 0 219 2 21 0 23 38 184 0 0 222 464 09:45 AM 228 31 0 259 4 26 0 30 35 181 0 0 216 505 Total 860 83 0 943 13 78 0 91 120 689 0 0 809 1843 10:00 AM 246 25 0 271 3 25 0 28 26 159 0 0 185 484 10:15 AM 212 22 0 234 6 17 0 23 41 181 1 0 223 480 10:30 AM 222 24 0 246 6 23 0 29 38 190 1 0 229 504 10:45 AM 221 30 0 251 8 28 0 36 28 165 0 0 193 480 Total 901 101 0 1002 23 93 0 116 133 695 2 0 830 1948 11:00 AM 220 25 0 245 5 28 0 33 28 184 0 0 212 490 11:15 AM 203 31 0 234 4 24 0 28 24 198 0 0 222 484 11:30 AM 277 34 0 311 2 35 0 37 48 178 0 0 226 574 11:45 AM 260 39 0 299 7 36 0 43 45 242 2 0 289 631 Total 960 129 0 1089 18 123 0 141 145 802 2 0 949 2179 12:00 PM 245 44 0 289 6 41 0 47 43 223 0 0 266 602 12:15 PM 243 42 0 285 9 46 0 55 58 213 1 0 272 612 12:30 PM 234 34 0 268 13 44 0 57 36 248 0 0 284 609 12:45 PM 243 29 0 272 12 42 0 54 55 245 1 0 301 627 Total 965 149 0 1114 40 173 0 213 192 929 2 0 1123 2450 01:00 PM 248 22 0 270 4 35 0 39 34 215 0 0 249 558 01:15 PM 230 34 0 264 7 33 0 40 46 267 1 0 314 618 01:30 PM 200 27 0 227 7 40 0 47 40 243 0 0 283 557 01:45 PM 239 29 0 268 3 36 0 39 47 258 1 0 306 613 Total 917 112 0 1029 21 144 0 165 167 983 2 0 1152 2346 02:00 PM 254 35 0 289 5 29 0 34 50 234 0 0 284 607 02:15 PM 246 25 0 271 5 27 0 32 49 268 2 0 319 622 02:30 PM 287 42 0 329 5 36 0 41 43 252 0 0 295 665 02:45 PM 195 29 0 224 4 41 0 45 51 287 0 0 338 607 Total 982 131 0 1113 19 133 0 152 193 1041 2 0 1236 2501 03:00 PM 225 48 0 273 8 33 0 41 49 270 0 0 319 633 03:15 PM 227 35 0 262 5 36 1 42 58 315 0 0 373 677 03:30 PM 234 33 0 267 32 96 1 129 54 269 2 0 325 721 03:45 PM 233 40 0 273 30 92 0 122 72 284 0 0 356 751 Total 919 156 0 1075 75 257 2 334 233 1138 2 0 1373 2782 04:00 PM 250 30 0 280 14 46 0 60 85 288 0 0 373 713 04:15 PM 218 39 0 257 7 47 0 54 56 291 0 0 347 658 04:30 PM 262 33 0 295 8 41 0 49 57 311 1 0 369 713 04:45 PM 264 35 0 299 6 36 0 42 63 334 0 0 397 738 Total 994 137 0 1131 35 170 0 205 261 1224 1 0 1486 2822 05:00 PM 239 27 0 266 12 32 0 44 64 349 0 0 413 723 05:15 PM 228 45 0 273 14 39 0 53 67 338 0 0 405 731 05:30 PM 266 38 0 304 6 33 0 39 60 286 0 0 346 689 05:45 PM 220 53 0 273 9 49 0 58 46 347 0 0 393 724 Total 953 163 0 1116 41 153 0 194 237 1320 0 0 1557 2867 06:00 PM 266 31 0 297 10 35 0 45 65 303 1 0 369 711 06:15 PM 258 35 0 293 3 37 0 40 56 284 0 0 340 673 06:30 PM 172 34 0 206 5 38 0 43 49 264 0 0 313 562 06:45 PM 181 40 0 221 7 40 0 47 28 226 0 0 254 522 Total 877 140 0 1017 25 150 0 175 198 1077 1 0 1276 2468 Grand Total 11750 1434 0 13184 327 1579 3 1909 2052 11298 14 0 13364 28457 Apprch %89.1 10.9 0 17.1 82.7 0.2 15.4 84.5 0.1 0 Total %41.3 5 0 46.3 1.1 5.5 0 6.7 7.2 39.7 0 0 47 Peggy Malone & Associates File Name : 11-Valley Gateway Blvd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 2 Challenger Ave W estbound Valley Gateway Blvd Northbound Challenger Ave Eastbound Start Time Thru Left App. Total Right Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 349 18 367 4 13 17 22 118 0 140 524 07:15 AM 367 12 379 6 16 22 19 178 0 197 598 07:30 AM 359 18 377 1 14 15 25 208 0 233 625 07:45 AM 323 22 345 0 10 10 23 197 0 220 575 Total Volume 1398 70 1468 11 53 64 89 701 0 790 2322 % App. Total 95.2 4.8 17.2 82.8 11.3 88.7 0 PHF .952 .795 .968 .458 .828 .727 .890 .843 .000 .848 .929 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 260 39 299 7 36 43 45 242 2 289 631 12:00 PM 245 44 289 6 41 47 43 223 0 266 602 12:15 PM 243 42 285 9 46 55 58 213 1 272 612 12:30 PM 234 34 268 13 44 57 36 248 0 284 609 Total Volume 982 159 1141 35 167 202 182 926 3 1111 2454 % App. Total 86.1 13.9 17.3 82.7 16.4 83.3 0.3 PHF .944 .903 .954 .673 .908 .886 .784 .933 .375 .961 .972 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 262 33 295 8 41 49 57 311 1 369 713 04:45 PM 264 35 299 6 36 42 63 334 0 397 738 05:00 PM 239 27 266 12 32 44 64 349 0 413 723 05:15 PM 228 45 273 14 39 53 67 338 0 405 731 Total Volume 993 140 1133 40 148 188 251 1332 1 1584 2905 % App. Total 87.6 12.4 21.3 78.7 15.8 84.1 0.1 PHF .940 .778 .947 .714 .902 .887 .937 .954 .250 .959 .984 Peggy Malone & Associates File Name : 11-Valley Gateway Blvd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Truck Challenger Ave W estbound Valley Gateway Blvd Northbound Challenger Ave Eastbound Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 14 0 0 14 0 2 0 2 0 25 0 0 25 41 07:15 AM 13 0 0 13 1 7 0 8 1 13 0 0 14 35 07:30 AM 13 0 0 13 0 2 0 2 2 31 0 0 33 48 07:45 AM 19 1 0 20 0 0 0 0 1 24 0 0 25 45 Total 59 1 0 60 1 11 0 12 4 93 0 0 97 169 08:00 AM 24 0 0 24 0 0 0 0 0 31 0 0 31 55 08:15 AM 18 1 0 19 0 2 0 2 2 36 0 0 38 59 08:30 AM 21 0 0 21 0 0 0 0 2 30 0 0 32 53 08:45 AM 27 1 0 28 1 1 0 2 0 26 0 0 26 56 Total 90 2 0 92 1 3 0 4 4 123 0 0 127 223 09:00 AM 19 0 0 19 0 2 0 2 5 28 0 0 33 54 09:15 AM 16 0 0 16 0 1 0 1 0 28 0 0 28 45 09:30 AM 18 1 0 19 0 1 0 1 0 35 0 0 35 55 09:45 AM 25 0 0 25 1 1 0 2 1 22 0 0 23 50 Total 78 1 0 79 1 5 0 6 6 113 0 0 119 204 10:00 AM 35 1 0 36 0 1 0 1 4 30 0 0 34 71 10:15 AM 20 0 0 20 2 1 0 3 1 31 0 0 32 55 10:30 AM 14 2 0 16 0 3 0 3 0 19 0 0 19 38 10:45 AM 22 2 0 24 2 1 0 3 0 31 0 0 31 58 Total 91 5 0 96 4 6 0 10 5 111 0 0 116 222 11:00 AM 27 0 0 27 0 0 0 0 6 28 0 0 34 61 11:15 AM 29 0 0 29 0 3 0 3 1 25 0 0 26 58 11:30 AM 25 1 0 26 0 2 0 2 2 24 0 0 26 54 11:45 AM 20 2 0 22 2 1 0 3 0 35 0 0 35 60 Total 101 3 0 104 2 6 0 8 9 112 0 0 121 233 12:00 PM 29 0 0 29 0 1 0 1 2 22 0 0 24 54 12:15 PM 19 0 0 19 0 3 0 3 1 24 0 0 25 47 12:30 PM 14 0 0 14 1 1 0 2 0 31 0 0 31 47 12:45 PM 20 0 0 20 1 1 0 2 2 23 0 0 25 47 Total 82 0 0 82 2 6 0 8 5 100 0 0 105 195 01:00 PM 29 3 0 32 1 2 0 3 3 16 0 0 19 54 01:15 PM 19 0 0 19 0 5 0 5 2 21 0 0 23 47 01:30 PM 9 0 0 9 0 3 0 3 3 21 0 0 24 36 01:45 PM 23 1 0 24 0 2 0 2 0 32 0 0 32 58 Total 80 4 0 84 1 12 0 13 8 90 0 0 98 195 02:00 PM 13 0 0 13 0 0 0 0 1 33 0 0 34 47 02:15 PM 20 0 0 20 0 1 0 1 1 21 0 0 22 43 02:30 PM 19 4 0 23 0 1 0 1 1 17 0 0 18 42 02:45 PM 21 2 0 23 1 1 0 2 5 25 0 0 30 55 Total 73 6 0 79 1 3 0 4 8 96 0 0 104 187 03:00 PM 28 1 0 29 0 2 0 2 1 17 0 0 18 49 03:15 PM 26 1 0 27 0 3 0 3 2 24 0 0 26 56 03:30 PM 22 0 0 22 0 0 0 0 2 16 0 0 18 40 03:45 PM 22 1 0 23 1 1 0 2 1 27 0 0 28 53 Total 98 3 0 101 1 6 0 7 6 84 0 0 90 198 04:00 PM 17 1 0 18 0 2 0 2 2 17 0 0 19 39 04:15 PM 24 2 0 26 1 2 0 3 0 12 0 0 12 41 04:30 PM 18 1 0 19 0 0 0 0 2 16 0 0 18 37 04:45 PM 18 3 0 21 1 0 0 1 0 10 0 0 10 32 Total 77 7 0 84 2 4 0 6 4 55 0 0 59 149 05:00 PM 24 0 0 24 0 0 0 0 2 10 0 0 12 36 05:15 PM 23 0 0 23 1 1 0 2 1 3 0 0 4 29 05:30 PM 22 1 0 23 1 0 0 1 0 15 0 0 15 39 05:45 PM 15 1 0 16 0 0 0 0 4 11 0 0 15 31 Total 84 2 0 86 2 1 0 3 7 39 0 0 46 135 06:00 PM 13 0 0 13 1 2 0 3 3 7 0 0 10 26 06:15 PM 14 0 0 14 1 2 0 3 1 14 0 0 15 32 06:30 PM 17 1 0 18 0 2 0 2 2 6 0 0 8 28 06:45 PM 11 2 0 13 1 0 0 1 2 10 0 0 12 26 Total 55 3 0 58 3 6 0 9 8 37 0 0 45 112 Grand Total 968 37 0 1005 21 69 0 90 74 1053 0 0 1127 2222 Apprch %96.3 3.7 0 23.3 76.7 0 6.6 93.4 0 0 Total %43.6 1.7 0 45.2 0.9 3.1 0 4.1 3.3 47.4 0 0 50.7 Peggy Malone & Associates File Name : 11-Valley Gateway Blvd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 2 Challenger Ave W estbound Valley Gateway Blvd Northbound Challenger Ave Eastbound Start Time Thru Left App. Total Right Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 08:00 AM 08:00 AM 24 0 24 0 0 0 0 31 0 31 55 08:15 AM 18 1 19 0 2 2 2 36 0 38 59 08:30 AM 21 0 21 0 0 0 2 30 0 32 53 08:45 AM 27 1 28 1 1 2 0 26 0 26 56 Total Volume 90 2 92 1 3 4 4 123 0 127 223 % App. Total 97.8 2.2 25 75 3.1 96.9 0 PHF .833 .500 .821 .250 .375 .500 .500 .854 .000 .836 .945 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:00 AM 11:00 AM 27 0 27 0 0 0 6 28 0 34 61 11:15 AM 29 0 29 0 3 3 1 25 0 26 58 11:30 AM 25 1 26 0 2 2 2 24 0 26 54 11:45 AM 20 2 22 2 1 3 0 35 0 35 60 Total Volume 101 3 104 2 6 8 9 112 0 121 233 % App. Total 97.1 2.9 25 75 7.4 92.6 0 PHF .871 .375 .897 .250 .500 .667 .375 .800 .000 .864 .955 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 02:30 PM 02:30 PM 19 4 23 0 1 1 1 17 0 18 42 02:45 PM 21 2 23 1 1 2 5 25 0 30 55 03:00 PM 28 1 29 0 2 2 1 17 0 18 49 03:15 PM 26 1 27 0 3 3 2 24 0 26 56 Total Volume 94 8 102 1 7 8 9 83 0 92 202 % App. Total 92.2 7.8 12.5 87.5 9.8 90.2 0 PHF .839 .500 .879 .250 .583 .667 .450 .830 .000 .767 .902 Peggy Malone & Associates File Name : 11-Valley Gateway Blvd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 1 Groups Printed- Combined Challenger Ave W estbound Valley Gateway Blvd Northbound Challenger Ave Eastbound Start Time Thru Left Peds App. Total Right Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 363 18 0 381 4 15 0 19 22 143 0 0 165 565 07:15 AM 380 12 0 392 7 23 0 30 20 191 0 0 211 633 07:30 AM 372 18 0 390 1 16 0 17 27 239 0 0 266 673 07:45 AM 342 23 0 365 0 10 0 10 24 221 0 0 245 620 Total 1457 71 0 1528 12 64 0 76 93 794 0 0 887 2491 08:00 AM 296 16 0 312 2 15 0 17 22 212 0 0 234 563 08:15 AM 295 14 0 309 2 17 0 19 24 215 0 0 239 567 08:30 AM 274 10 0 284 1 11 0 12 22 207 0 0 229 525 08:45 AM 249 25 0 274 2 12 1 15 20 188 0 0 208 497 Total 1114 65 0 1179 7 55 1 63 88 822 0 0 910 2152 09:00 AM 211 17 0 228 3 18 0 21 26 210 0 0 236 485 09:15 AM 252 20 0 272 4 16 0 20 26 170 0 0 196 488 09:30 AM 222 16 0 238 2 22 0 24 38 219 0 0 257 519 09:45 AM 253 31 0 284 5 27 0 32 36 203 0 0 239 555 Total 938 84 0 1022 14 83 0 97 126 802 0 0 928 2047 10:00 AM 281 26 0 307 3 26 0 29 30 189 0 0 219 555 10:15 AM 232 22 0 254 8 18 0 26 42 212 1 0 255 535 10:30 AM 236 26 0 262 6 26 0 32 38 209 1 0 248 542 10:45 AM 243 32 0 275 10 29 0 39 28 196 0 0 224 538 Total 992 106 0 1098 27 99 0 126 138 806 2 0 946 2170 11:00 AM 247 25 0 272 5 28 0 33 34 212 0 0 246 551 11:15 AM 232 31 0 263 4 27 0 31 25 223 0 0 248 542 11:30 AM 302 35 0 337 2 37 0 39 50 202 0 0 252 628 11:45 AM 280 41 0 321 9 37 0 46 45 277 2 0 324 691 Total 1061 132 0 1193 20 129 0 149 154 914 2 0 1070 2412 12:00 PM 274 44 0 318 6 42 0 48 45 245 0 0 290 656 12:15 PM 262 42 0 304 9 49 0 58 59 237 1 0 297 659 12:30 PM 248 34 0 282 14 45 0 59 36 279 0 0 315 656 12:45 PM 263 29 0 292 13 43 0 56 57 268 1 0 326 674 Total 1047 149 0 1196 42 179 0 221 197 1029 2 0 1228 2645 01:00 PM 277 25 0 302 5 37 0 42 37 231 0 0 268 612 01:15 PM 249 34 0 283 7 38 0 45 48 288 1 0 337 665 01:30 PM 209 27 0 236 7 43 0 50 43 264 0 0 307 593 01:45 PM 262 30 0 292 3 38 0 41 47 290 1 0 338 671 Total 997 116 0 1113 22 156 0 178 175 1073 2 0 1250 2541 02:00 PM 267 35 0 302 5 29 0 34 51 267 0 0 318 654 02:15 PM 266 25 0 291 5 28 0 33 50 289 2 0 341 665 02:30 PM 306 46 0 352 5 37 0 42 44 269 0 0 313 707 02:45 PM 216 31 0 247 5 42 0 47 56 312 0 0 368 662 Total 1055 137 0 1192 20 136 0 156 201 1137 2 0 1340 2688 03:00 PM 253 49 0 302 8 35 0 43 50 287 0 0 337 682 03:15 PM 253 36 0 289 5 39 1 45 60 339 0 0 399 733 03:30 PM 256 33 0 289 32 96 1 129 56 285 2 0 343 761 03:45 PM 255 41 0 296 31 93 0 124 73 311 0 0 384 804 Total 1017 159 0 1176 76 263 2 341 239 1222 2 0 1463 2980 04:00 PM 267 31 0 298 14 48 0 62 87 305 0 0 392 752 04:15 PM 242 41 0 283 8 49 0 57 56 303 0 0 359 699 04:30 PM 280 34 0 314 8 41 0 49 59 327 1 0 387 750 04:45 PM 282 38 0 320 7 36 0 43 63 344 0 0 407 770 Total 1071 144 0 1215 37 174 0 211 265 1279 1 0 1545 2971 05:00 PM 263 27 0 290 12 32 0 44 66 359 0 0 425 759 05:15 PM 251 45 0 296 15 40 0 55 68 341 0 0 409 760 05:30 PM 288 39 0 327 7 33 0 40 60 301 0 0 361 728 05:45 PM 235 54 0 289 9 49 0 58 50 358 0 0 408 755 Total 1037 165 0 1202 43 154 0 197 244 1359 0 0 1603 3002 06:00 PM 279 31 0 310 11 37 0 48 68 310 1 0 379 737 06:15 PM 272 35 0 307 4 39 0 43 57 298 0 0 355 705 06:30 PM 189 35 0 224 5 40 0 45 51 270 0 0 321 590 06:45 PM 192 42 0 234 8 40 0 48 30 236 0 0 266 548 Total 932 143 0 1075 28 156 0 184 206 1114 1 0 1321 2580 Grand Total 12718 1471 0 14189 348 1648 3 1999 2126 12351 14 0 14491 30679 Apprch %89.6 10.4 0 17.4 82.4 0.2 14.7 85.2 0.1 0 Total %41.5 4.8 0 46.2 1.1 5.4 0 6.5 6.9 40.3 0 0 47.2 Peggy Malone & Associates File Name : 11-Valley Gateway Blvd and Challenger Ave Site Code : Start Date : 4/12/2017 Page No : 2 Challenger Ave W estbound Valley Gateway Blvd Northbound Challenger Ave Eastbound Start Time Thru Left App. Total Right Left App. Total Right Thru Left App. Total Int. Total Peak Hour Analysis From 07:00 AM to 09:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 363 18 381 4 15 19 22 143 0 165 565 07:15 AM 380 12 392 7 23 30 20 191 0 211 633 07:30 AM 372 18 390 1 16 17 27 239 0 266 673 07:45 AM 342 23 365 0 10 10 24 221 0 245 620 Total Volume 1457 71 1528 12 64 76 93 794 0 887 2491 % App. Total 95.4 4.6 15.8 84.2 10.5 89.5 0 PHF .959 .772 .974 .429 .696 .633 .861 .831 .000 .834 .925 Peak Hour Analysis From 10:00 AM to 01:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 11:45 AM 11:45 AM 280 41 321 9 37 46 45 277 2 324 691 12:00 PM 274 44 318 6 42 48 45 245 0 290 656 12:15 PM 262 42 304 9 49 58 59 237 1 297 659 12:30 PM 248 34 282 14 45 59 36 279 0 315 656 Total Volume 1064 161 1225 38 173 211 185 1038 3 1226 2662 % App. Total 86.9 13.1 18 82 15.1 84.7 0.2 PHF .950 .915 .954 .679 .883 .894 .784 .930 .375 .946 .963 Peak Hour Analysis From 02:00 PM to 06:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 03:15 PM 03:15 PM 253 36 289 5 39 44 60 339 0 399 732 03:30 PM 256 33 289 32 96 128 56 285 2 343 760 03:45 PM 255 41 296 31 93 124 73 311 0 384 804 04:00 PM 267 31 298 14 48 62 87 305 0 392 752 Total Volume 1031 141 1172 82 276 358 276 1240 2 1518 3048 % App. Total 88 12 22.9 77.1 18.2 81.7 0.1 PHF .965 .860 .983 .641 .719 .699 .793 .914 .250 .951 .948 Peggy Malone & Associates 2019 Existing Traffic Counts • Route 460 (Challenger Ave.) at W. Ruritan Road • W. Ruritan Road at Chick-fil-a Entrance These turning movement counts were collected by The Traffic Group, a sub-consultant to Mattern & Craig. TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 460/220 Challenger Rd Date: May 9, 2019 Thursday and: W. Ruritan Rd.Weather: Warm, Cloudy Location: Roanoke County, Virginia Entered by: JBl Star Rating: 4 TOTAL on: W. Ruritan Rd on: W. Ruritan Rd on: US 460/220 on: US 460/220 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + AM 6:30-6:45 24 0 10 0 34 0 0 0 0 0 10 292 0 0 302 0 205 14 7 226 562 6:45-7:00 32 0 25 0 57 1 0 0 0 1 15 348 0 0 363 2 223 13 3 241 662 7:00-7:15 34 0 22 0 56 0 0 1 0 1 20 396 0 0 416 1 185 13 3 202 675 7:15-7:30 42 0 29 0 71 0 0 0 0 0 22 409 0 0 431 0 216 9 6 231 733 7:30-7:45 57 0 31 0 88 0 0 2 0 2 24 361 0 0 385 3 254 17 5 279 754 7:45-8:00 29 0 18 0 47 0 0 0 0 0 21 370 0 0 391 0 239 11 14 264 702 8:00-8:15 38 1 18 0 57 0 0 0 0 0 15 331 0 0 346 0 196 12 5 213 616 8:15-8:30 25 0 16 0 41 1 0 2 0 3 15 305 0 0 320 1 247 19 5 272 636 8:30-8:45 33 1 22 0 56 1 0 0 0 1 18 259 1 0 278 2 222 12 2 238 573 8:45-9:00 26 0 12 0 38 0 0 2 0 2 16 271 1 2 290 4 232 13 9 258 588 9:00-9:15 15 0 19 0 34 2 0 3 0 5 10 249 1 0 260 4 217 12 5 238 537 9:15-9:30 16 2 23 0 41 4 0 1 0 5 18 244 5 0 267 1 210 21 6 238 551 9:30-9:45 20 1 14 0 35 5 0 4 0 9 16 257 1 0 274 7 215 18 2 242 560 9:45-10:00 21 2 11 0 34 3 0 3 0 6 15 245 6 1 267 7 206 19 6 238 545 10:00-10:15 14 1 15 0 30 5 1 5 0 11 13 278 2 0 293 1 264 22 6 293 627 10:15-10:30 19 1 15 0 35 2 1 0 0 3 13 228 0 0 241 0 220 21 6 247 526 10:30-10:45 22 1 11 0 34 5 0 0 0 5 19 244 4 1 268 6 223 19 3 251 558 10:45-11:00 32 0 18 0 50 7 1 2 0 10 17 254 3 0 274 3 243 17 4 267 601 11:00-11:15 30 1 18 0 49 5 2 3 0 10 25 230 3 0 258 5 219 24 7 255 572 11:15-11:30 22 0 20 0 42 6 1 5 0 12 25 252 4 0 281 8 265 25 5 303 638 11:30-11:45 14 0 20 0 34 6 1 2 0 9 28 269 0 0 297 8 251 39 5 303 643 11:45-12:00 27 0 24 0 51 9 0 1 0 10 31 257 2 0 290 8 269 38 5 320 671 12:00-12:15 31 0 24 0 55 9 1 3 0 13 36 267 2 0 305 5 283 38 8 334 707 12:15-12:30 31 0 23 0 54 5 1 4 0 10 42 291 3 0 336 6 260 30 10 306 706 12:30-12:45 25 1 24 0 50 4 1 3 0 8 37 249 1 0 287 4 268 39 7 318 663 12:45-1:00 24 0 23 0 47 4 1 2 0 7 33 268 1 0 302 5 285 24 7 321 677 1:00-1:15 26 1 28 0 55 4 0 3 0 7 36 255 5 0 296 5 264 28 3 300 658 1:15-1:30 21 2 35 0 58 3 0 4 0 7 29 230 1 0 260 3 261 31 4 299 624 1:30-1:45 29 1 19 0 49 4 3 2 0 9 23 241 3 2 269 4 265 23 3 295 622 1:45-2:00 29 0 25 0 54 5 1 2 0 8 19 220 1 0 240 9 314 31 5 359 661 2:00-2:15 17 0 26 0 43 3 1 0 0 4 18 289 2 0 309 4 307 19 5 335 691 2:15-2:30 16 0 24 0 40 5 0 4 0 9 23 263 0 0 286 7 312 14 1 334 669 2:30-2:45 22 0 17 0 39 6 0 3 0 9 28 295 2 0 325 5 362 28 6 401 774 2:45-3:00 21 2 19 0 42 4 0 3 0 7 26 270 0 0 296 5 322 35 2 364 709 3:00-3:15 20 1 14 0 35 7 1 3 0 11 27 338 3 0 368 6 324 26 6 362 776 3:15-3:30 18 1 26 0 45 6 1 2 0 9 17 289 7 0 313 5 333 32 6 376 743 3:30-3:45 20 0 26 0 46 7 3 3 0 13 32 288 0 0 320 12 328 28 4 372 751 3:45-4:00 32 0 17 0 49 9 1 1 0 11 25 290 4 1 320 9 371 41 5 426 806 4:00-4:15 28 0 19 0 47 8 1 5 0 14 24 273 3 0 300 7 353 16 11 387 748 4:15-4:30 16 0 19 0 35 8 2 5 0 15 28 314 0 1 343 11 371 47 4 433 826 4:30-4:45 27 1 22 0 50 5 1 2 1 9 23 309 1 0 333 12 336 30 3 381 773 4:45-5:00 15 0 28 0 43 6 2 12 0 20 29 261 3 1 294 14 387 34 5 440 797 5:00-5:15 21 0 20 0 41 13 0 7 0 20 36 315 4 0 355 11 436 38 5 490 906 5:15-5:30 21 0 25 0 46 8 0 5 0 13 33 349 2 0 384 13 335 40 8 396 839 5:30-5:45 24 1 31 0 56 6 2 10 1 19 34 271 2 0 307 11 379 39 6 435 817 5:45-6:00 46 3 34 0 83 10 0 7 0 17 28 269 3 0 300 7 380 54 6 447 847 6:00-6:15 20 0 30 0 50 3 3 4 0 10 30 267 2 0 299 6 333 39 5 383 742 6:15-6:30 26 0 29 0 55 7 2 2 0 11 32 243 1 0 276 6 254 29 7 296 638 12 Hr Totals 1218 25 1038 0 2281 221 35 137 2 395 1154 13563 89 9 14815 263 13444 1241 261 15209 32700 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: US 460/220 Challenger Rd Date: May 9, 2019 Thursday and: W. Ruritan Rd.Weather: Warm, Cloudy Location: Roanoke County, Virginia Entered by: JBl Star Rating: 4 TOTAL on: W. Ruritan Rd on: W. Ruritan Rd on: US 460/220 on: US 460/220 N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 1 Hr Totals 6:30-7:30 132 0 86 0 218 1 0 1 0 2 67 1445 0 0 1512 3 829 49 19 900 2632 6:45-7:45 165 0 107 0 272 1 0 3 0 4 81 1514 0 0 1595 6 878 52 17 953 2824 7:00-8:00 162 0 100 0 262 0 0 3 0 3 87 1536 0 0 1623 4 894 50 28 976 2864 7:15-8:15 166 1 96 0 263 0 0 2 0 2 82 1471 0 0 1553 3 905 49 30 987 2805 7:30-8:30 149 1 83 0 233 1 0 4 0 5 75 1367 0 0 1442 4 936 59 29 1028 2708 7:45-8:45 125 2 74 0 201 2 0 2 0 4 69 1265 1 0 1335 3 904 54 26 987 2527 8:00-9:00 122 2 68 0 192 2 0 4 0 6 64 1166 2 2 1234 7 897 56 21 981 2413 8:15-9:15 99 1 69 0 169 4 0 7 0 11 59 1084 3 2 1148 11 918 56 21 1006 2334 8:30-9:30 90 3 76 0 169 7 0 6 0 13 62 1023 8 2 1095 11 881 58 22 972 2249 8:45-9:45 77 3 68 0 148 11 0 10 0 21 60 1021 8 2 1091 16 874 64 22 976 2236 9:00-10:00 72 5 67 0 144 14 0 11 0 25 59 995 13 1 1068 19 848 70 19 956 2193 9:15-10:15 71 6 63 0 140 17 1 13 0 31 62 1024 14 1 1101 16 895 80 20 1011 2283 9:30-10:30 74 5 55 0 134 15 2 12 0 29 57 1008 9 1 1075 15 905 80 20 1020 2258 9:45-10:45 76 5 52 0 133 15 2 8 0 25 60 995 12 2 1069 14 913 81 21 1029 2256 10:00-11:00 87 3 59 0 149 19 3 7 0 29 62 1004 9 1 1076 10 950 79 19 1058 2312 10:15-11:15 103 3 62 0 168 19 4 5 0 28 74 956 10 1 1041 14 905 81 20 1020 2257 10:30-11:30 106 2 67 0 175 23 4 10 0 37 86 980 14 1 1081 22 950 85 19 1076 2369 10:45-11:45 98 1 76 0 175 24 5 12 0 41 95 1005 10 0 1110 24 978 105 21 1128 2454 11:00-12:00 93 1 82 0 176 26 4 11 0 41 109 1008 9 0 1126 29 1004 126 22 1181 2524 11:15-12:15 94 0 88 0 182 30 3 11 0 44 120 1045 8 0 1173 29 1068 140 23 1260 2659 11:30-12:30 103 0 91 0 194 29 3 10 0 42 137 1084 7 0 1228 27 1063 145 28 1263 2727 11:45-12:45 114 1 95 0 210 27 3 11 0 41 146 1064 8 0 1218 23 1080 145 30 1278 2747 12:00-1:00 111 1 94 0 206 22 4 12 0 38 148 1075 7 0 1230 20 1096 131 32 1279 2753 12:15-1:15 106 2 98 0 206 17 3 12 0 32 148 1063 10 0 1221 20 1077 121 27 1245 2704 12:30-1:30 96 4 110 0 210 15 2 12 0 29 135 1002 8 0 1145 17 1078 122 21 1238 2622 12:45-1:45 100 4 105 0 209 15 4 11 0 30 121 994 10 2 1127 17 1075 106 17 1215 2581 1:00-2:00 105 4 107 0 216 16 4 11 0 31 107 946 10 2 1065 21 1104 113 15 1253 2565 1:15-2:15 96 3 105 0 204 15 5 8 0 28 89 980 7 2 1078 20 1147 104 17 1288 2598 1:30-2:30 91 1 94 0 186 17 5 8 0 30 83 1013 6 2 1104 24 1198 87 14 1323 2643 1:45-2:45 84 0 92 0 176 19 2 9 0 30 88 1067 5 0 1160 25 1295 92 17 1429 2795 2:00-3:00 76 2 86 0 164 18 1 10 0 29 95 1117 4 0 1216 21 1303 96 14 1434 2843 2:15-3:15 79 3 74 0 156 22 1 13 0 36 104 1166 5 0 1275 23 1320 103 15 1461 2928 2:30-3:30 81 4 76 0 161 23 2 11 0 36 98 1192 12 0 1302 21 1341 121 20 1503 3002 2:45-3:45 79 4 85 0 168 24 5 11 0 40 102 1185 10 0 1297 28 1307 121 18 1474 2979 3:00-4:00 90 2 83 0 175 29 6 9 0 44 101 1205 14 1 1321 32 1356 127 21 1536 3076 3:15-4:15 98 1 88 0 187 30 6 11 0 47 98 1140 14 1 1253 33 1385 117 26 1561 3048 3:30-4:30 96 0 81 0 177 32 7 14 0 53 109 1165 7 2 1283 39 1423 132 24 1618 3131 3:45-4:45 103 1 77 0 181 30 5 13 1 49 100 1186 8 2 1296 39 1431 134 23 1627 3153 4:00-5:00 86 1 88 0 175 27 6 24 1 58 104 1157 7 2 1270 44 1447 127 23 1641 3144 4:15-5:15 79 1 89 0 169 32 5 26 1 64 116 1199 8 2 1325 48 1530 149 17 1744 3302 4:30-5:30 84 1 95 0 180 32 3 26 1 62 121 1234 10 1 1366 50 1494 142 21 1707 3315 4:45-5:45 81 1 104 0 186 33 4 34 1 72 132 1196 11 1 1340 49 1537 151 24 1761 3359 5:00-6:00 112 4 110 0 226 37 2 29 1 69 131 1204 11 0 1346 42 1530 171 25 1768 3409 5:15-6:15 111 4 120 0 235 27 5 26 1 59 125 1156 9 0 1290 37 1427 172 25 1661 3245 5:30-6:30 116 4 124 0 244 26 7 23 1 57 124 1050 8 0 1182 30 1346 161 24 1561 3044 PEAK HOUR 7:00-8:00 162 0 100 0 262 0 0 3 0 3 87 1536 0 0 1623 4 894 50 28 976 2864 5:00-6:00 112 4 110 0 226 37 2 29 1 69 131 1204 11 0 1346 42 1530 171 25 1768 3409 TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: W. Ruritan Rd.Date: May 9, 2019 Thursday and: Side Entrance to Chick-fil-A Weather: Warm, Cloudy Location: Roanoke County, Virginia Entered by: JBl Star Rating: 4 TOTAL on: W. Ruritan Rd on: W. Ruritan Rd on: Drivewa on: Chick-fil-A Side Entrance N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + AM 6:30-6:45 1 26 0 0 27 0 2 23 0 25 0 0 0 0 0 14 0 0 0 14 66 6:45-7:00 4 32 0 0 36 0 6 21 0 27 0 0 0 0 0 22 0 1 0 23 86 7:00-7:15 0 35 0 0 35 0 8 27 0 35 0 0 0 0 0 18 0 0 0 18 88 7:15-7:30 6 56 0 0 62 0 4 26 0 30 0 0 0 0 0 20 0 0 0 20 112 7:30-7:45 1 62 0 0 63 0 11 29 0 40 0 0 0 0 0 24 0 0 0 24 127 7:45-8:00 2 35 0 0 37 0 11 21 0 32 0 0 0 0 0 13 0 1 0 14 83 8:00-8:15 1 38 0 0 39 0 7 20 0 27 0 0 0 0 0 17 0 0 0 17 83 8:15-8:30 1 25 0 0 26 0 12 23 0 35 0 0 0 0 0 18 0 1 0 19 80 8:30-8:45 1 37 0 0 38 0 8 22 0 30 0 0 0 0 0 15 0 0 0 15 83 8:45-9:00 2 23 0 0 25 0 8 21 0 29 0 0 0 0 0 16 0 0 0 16 70 9:00-9:15 0 28 0 0 28 0 5 19 0 24 0 0 0 0 0 11 0 0 0 11 63 9:15-9:30 3 15 0 0 18 0 18 24 0 42 0 0 0 0 0 21 0 0 0 21 81 9:30-9:45 0 20 0 0 20 0 11 23 0 34 0 0 0 0 0 17 0 0 0 17 71 9:45-10:00 2 18 0 0 20 0 13 20 0 33 0 0 0 0 0 16 0 1 0 17 70 10:00-10:15 1 20 0 0 21 0 14 22 0 36 0 0 0 0 0 9 0 0 0 9 66 10:15-10:30 2 21 0 0 23 0 16 19 0 35 0 0 0 0 0 15 0 1 0 16 74 10:30-10:45 0 23 0 0 23 0 16 23 0 39 0 0 0 0 0 13 0 0 0 13 75 10:45-11:00 3 21 0 0 24 0 22 14 0 36 0 0 0 0 0 28 0 0 0 28 88 11:00-11:15 5 27 0 0 32 0 18 31 0 49 0 0 0 0 0 24 0 0 0 24 105 11:15-11:30 1 17 1 0 19 0 16 36 0 52 0 0 0 0 0 25 0 1 0 26 97 11:30-11:45 0 9 0 0 9 0 26 48 0 74 0 0 0 0 0 22 0 0 0 22 105 11:45-12:00 0 26 0 0 26 0 16 48 0 64 0 0 1 0 1 30 0 0 0 30 121 12:00-12:15 3 22 0 0 25 0 22 51 0 73 0 0 0 0 0 36 0 0 0 36 134 12:15-12:30 1 12 0 0 13 0 19 55 0 74 0 0 0 0 0 42 0 0 0 42 129 12:30-12:45 1 13 0 0 14 0 26 51 0 77 0 0 0 0 0 36 0 0 0 36 127 12:45-1:00 2 12 0 0 14 0 16 46 0 62 0 0 0 0 0 33 0 0 0 33 109 1:00-1:15 2 19 0 0 21 0 20 45 0 65 0 0 0 0 0 41 0 1 0 42 128 1:15-1:30 1 26 0 0 27 0 24 33 0 57 0 0 0 0 0 31 0 1 0 32 116 1:30-1:45 1 23 0 0 24 0 25 26 0 51 0 0 0 0 0 28 0 0 0 28 103 1:45-2:00 1 21 0 0 22 0 18 31 0 49 0 0 0 0 0 32 0 1 0 33 104 2:00-2:15 4 25 0 0 29 0 12 26 0 38 0 0 0 0 0 23 0 0 0 23 90 2:15-2:30 0 21 0 0 21 0 21 19 0 40 0 0 0 0 0 22 0 1 0 23 84 2:30-2:45 1 20 0 0 21 0 31 25 0 56 0 0 0 0 0 21 0 2 0 23 100 2:45-3:00 0 19 0 0 19 0 31 30 0 61 0 0 0 0 0 19 0 0 0 19 99 3:00-3:15 2 21 0 0 23 0 27 27 0 54 0 0 0 0 0 17 0 0 0 17 94 3:15-3:30 1 18 0 0 19 0 26 28 0 54 0 0 0 0 0 25 0 0 0 25 98 3:30-3:45 2 22 0 0 24 0 42 28 0 70 0 0 0 0 0 23 0 0 0 23 117 3:45-4:00 1 29 0 0 30 1 39 24 0 64 0 1 0 0 1 22 0 1 0 23 118 4:00-4:15 0 26 0 0 26 0 19 23 0 42 0 0 0 0 0 18 0 0 0 18 86 4:15-4:30 2 17 0 0 19 0 45 28 0 73 0 0 0 0 0 20 0 0 0 20 112 4:30-4:45 0 35 0 0 35 0 30 18 0 48 0 0 0 0 0 16 0 1 0 17 100 4:45-5:00 0 21 0 0 21 0 34 33 0 67 0 0 0 0 0 20 0 0 0 20 108 5:00-5:15 0 17 0 0 17 0 38 32 0 70 0 0 0 0 0 25 0 0 1 26 113 5:15-5:30 1 23 0 0 24 0 45 26 0 71 0 0 0 0 0 25 0 0 0 25 120 5:30-5:45 0 28 0 0 28 0 44 29 0 73 0 0 0 0 0 27 0 1 0 28 129 5:45-6:00 1 41 0 0 42 0 37 41 0 78 0 0 0 0 0 40 0 0 0 40 160 6:00-6:15 1 22 0 0 23 0 37 35 0 72 0 0 0 0 0 28 0 0 0 28 123 6:15-6:30 0 27 0 0 27 0 29 33 0 62 0 0 0 0 0 24 0 1 0 25 114 12 Hr Totals 64 1194 1 0 1259 1 1025 1403 0 2429 0 1 1 0 2 1102 0 16 1 1119 4809 TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST TOTALS TURNING MOVEMENT COUNT - SUMMARY Counted by: VCU Intersection of: W. Ruritan Rd.Date: May 9, 2019 Thursday and: Side Entrance to Chick-fil-A Weather: Warm, Cloudy Location: Roanoke County, Virginia Entered by: JBl Star Rating: 4 TOTAL on: W. Ruritan Rd on: W. Ruritan Rd on: Drivewa on: Chick-fil-A Side Entrance N + S TIME + RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL RIGHT THRU LEFT U-TN TOTAL E + TRAFFIC FROM NORTH TRAFFIC FROM SOUTH TRAFFIC FROM EAST TRAFFIC FROM WEST 1 Hr Totals 6:30-7:30 11 149 0 0 160 0 20 97 0 117 0 0 0 0 0 74 0 1 0 75 352 6:45-7:45 11 185 0 0 196 0 29 103 0 132 0 0 0 0 0 84 0 1 0 85 413 7:00-8:00 9 188 0 0 197 0 34 103 0 137 0 0 0 0 0 75 0 1 0 76 410 7:15-8:15 10 191 0 0 201 0 33 96 0 129 0 0 0 0 0 74 0 1 0 75 405 7:30-8:30 5 160 0 0 165 0 41 93 0 134 0 0 0 0 0 72 0 2 0 74 373 7:45-8:45 5 135 0 0 140 0 38 86 0 124 0 0 0 0 0 63 0 2 0 65 329 8:00-9:00 5 123 0 0 128 0 35 86 0 121 0 0 0 0 0 66 0 1 0 67 316 8:15-9:15 4 113 0 0 117 0 33 85 0 118 0 0 0 0 0 60 0 1 0 61 296 8:30-9:30 6 103 0 0 109 0 39 86 0 125 0 0 0 0 0 63 0 0 0 63 297 8:45-9:45 5 86 0 0 91 0 42 87 0 129 0 0 0 0 0 65 0 0 0 65 285 9:00-10:00 5 81 0 0 86 0 47 86 0 133 0 0 0 0 0 65 0 1 0 66 285 9:15-10:15 6 73 0 0 79 0 56 89 0 145 0 0 0 0 0 63 0 1 0 64 288 9:30-10:30 5 79 0 0 84 0 54 84 0 138 0 0 0 0 0 57 0 2 0 59 281 9:45-10:45 5 82 0 0 87 0 59 84 0 143 0 0 0 0 0 53 0 2 0 55 285 10:00-11:00 6 85 0 0 91 0 68 78 0 146 0 0 0 0 0 65 0 1 0 66 303 10:15-11:15 10 92 0 0 102 0 72 87 0 159 0 0 0 0 0 80 0 1 0 81 342 10:30-11:30 9 88 1 0 98 0 72 104 0 176 0 0 0 0 0 90 0 1 0 91 365 10:45-11:45 9 74 1 0 84 0 82 129 0 211 0 0 0 0 0 99 0 1 0 100 395 11:00-12:00 6 79 1 0 86 0 76 163 0 239 0 0 1 0 1 101 0 1 0 102 428 11:15-12:15 4 74 1 0 79 0 80 183 0 263 0 0 1 0 1 113 0 1 0 114 457 11:30-12:30 4 69 0 0 73 0 83 202 0 285 0 0 1 0 1 130 0 0 0 130 489 11:45-12:45 5 73 0 0 78 0 83 205 0 288 0 0 1 0 1 144 0 0 0 144 511 12:00-1:00 7 59 0 0 66 0 83 203 0 286 0 0 0 0 0 147 0 0 0 147 499 12:15-1:15 6 56 0 0 62 0 81 197 0 278 0 0 0 0 0 152 0 1 0 153 493 12:30-1:30 6 70 0 0 76 0 86 175 0 261 0 0 0 0 0 141 0 2 0 143 480 12:45-1:45 6 80 0 0 86 0 85 150 0 235 0 0 0 0 0 133 0 2 0 135 456 1:00-2:00 5 89 0 0 94 0 87 135 0 222 0 0 0 0 0 132 0 3 0 135 451 1:15-2:15 7 95 0 0 102 0 79 116 0 195 0 0 0 0 0 114 0 2 0 116 413 1:30-2:30 6 90 0 0 96 0 76 102 0 178 0 0 0 0 0 105 0 2 0 107 381 1:45-2:45 6 87 0 0 93 0 82 101 0 183 0 0 0 0 0 98 0 4 0 102 378 2:00-3:00 5 85 0 0 90 0 95 100 0 195 0 0 0 0 0 85 0 3 0 88 373 2:15-3:15 3 81 0 0 84 0 110 101 0 211 0 0 0 0 0 79 0 3 0 82 377 2:30-3:30 4 78 0 0 82 0 115 110 0 225 0 0 0 0 0 82 0 2 0 84 391 2:45-3:45 5 80 0 0 85 0 126 113 0 239 0 0 0 0 0 84 0 0 0 84 408 3:00-4:00 6 90 0 0 96 1 134 107 0 242 0 1 0 0 1 87 0 1 0 88 427 3:15-4:15 4 95 0 0 99 1 126 103 0 230 0 1 0 0 1 88 0 1 0 89 419 3:30-4:30 5 94 0 0 99 1 145 103 0 249 0 1 0 0 1 83 0 1 0 84 433 3:45-4:45 3 107 0 0 110 1 133 93 0 227 0 1 0 0 1 76 0 2 0 78 416 4:00-5:00 2 99 0 0 101 0 128 102 0 230 0 0 0 0 0 74 0 1 0 75 406 4:15-5:15 2 90 0 0 92 0 147 111 0 258 0 0 0 0 0 81 0 1 1 83 433 4:30-5:30 1 96 0 0 97 0 147 109 0 256 0 0 0 0 0 86 0 1 1 88 441 4:45-5:45 1 89 0 0 90 0 161 120 0 281 0 0 0 0 0 97 0 1 1 99 470 5:00-6:00 2 109 0 0 111 0 164 128 0 292 0 0 0 0 0 117 0 1 1 119 522 5:15-6:15 3 114 0 0 117 0 163 131 0 294 0 0 0 0 0 120 0 1 0 121 532 5:30-6:30 2 118 0 0 120 0 147 138 0 285 0 0 0 0 0 119 0 2 0 121 526 PEAK HOUR 11:45-12:45 5 73 0 0 78 0 83 205 0 288 0 0 1 0 1 144 0 0 0 144 511 5:15-6:15 3 114 0 0 117 0 163 131 0 294 0 0 0 0 0 120 0 1 0 121 532 APPENDIX C 6/24/2019 https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TASIDE&x=9.41&edition=385&locationCode=General Urba… https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TASIDE&x=9.41&edition=385&locationCode=General Urban/Suburban&…1/1 Medical-Dental Office Building(720) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location: General Urban/Suburban Number of Studies: 44 Avg. 1000 Sq. Ft. GFA: 32 Directional Distribution: 78% entering, 22% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 2.78 0.85 - 14.30 1.28 Data Plot and Equation T = T r i p E n d s X = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: Ln(T) = 0.89 Ln(X) + 1.31 R²= 0.80 Trip Generation Manual,10th Edition Institute of Transportation Engineers 0 50 100 150 2000 100 200 300 400 500 926 27 6/24/2019 https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TPSIDE&x=9.41&edition=385&locationCode=General Urba… https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timeperiod=TPSIDE&x=9.41&edition=385&locationCode=General Urban/Suburban&…1/1 Medical-Dental Office Building(720) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location: General Urban/Suburban Number of Studies: 65 Avg. 1000 Sq. Ft. GFA: 28 Directional Distribution: 28% entering, 72% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Deviation 3.46 0.25 - 8.86 1.58 Data Plot and Equation T = T r i p E n d s X = 1000 Sq. Ft. GFA Study Site Average RateFitted Curve Fitted Curve Equation: T = 3.39(X) + 2.02 R²= 0.73 Trip Generation Manual,10th Edition Institute of Transportation Engineers 0 50 100 150 2000 100 200 300 400 500 600 933 34 APPENDIX D HCM 2000 Signalized Intersection Capacity Analysis 2019 Existing AM 55: Mexico Way NE/Blue Hills Dr NE & Route 460 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - with updated volumes Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 217 939 13 12 1628 43 7 7 17 20 0 103 Future Volume (vph) 217 939 13 12 1628 43 7 7 17 20 0 103 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 0.91 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.86 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 1.00 0.95 1.00 1.00 Satd. Flow (prot)1752 3282 1495 1805 3438 1538 1854 1442 1319 1161 1208 Flt Permitted 0.05 1.00 1.00 0.28 1.00 1.00 0.98 1.00 0.95 1.00 1.00 Satd. Flow (perm)97 3282 1495 531 3438 1538 1854 1442 1319 1161 1208 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 233 1010 14 13 1751 46 8 8 18 22 0 111 RTOR Reduction (vph)0 0 5 0 0 0 0 0 17 0 0 0 Lane Group Flow (vph) 233 1010 9 13 1751 46 0 16 1 20 56 57 Heavy Vehicles (%)3% 10% 8% 0% 5% 5% 0% 0% 12% 30% 0% 27% Turn Type pm+pt NA pm+ov pm+pt NA Perm Split NA Perm Split NA pm+ov Protected Phases 1 6 7 5 2 7 7 8 8 1 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 91.2 82.0 87.0 73.1 69.9 69.9 5.0 5.0 12.2 12.2 27.5 Effective Green, g (s) 91.2 82.0 87.0 73.1 69.9 69.9 5.0 5.0 12.2 12.2 27.5 Actuated g/C Ratio 0.70 0.63 0.67 0.56 0.54 0.54 0.04 0.04 0.09 0.09 0.21 Clearance Time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Vehicle Extension (s) 3.5 8.0 4.0 3.5 6.0 6.0 4.0 4.0 4.0 4.0 3.5 Lane Grp Cap (vph) 262 2070 1000 329 1848 826 71 55 123 108 255 v/s Ratio Prot c0.10 0.31 0.00 0.00 c0.51 c0.01 0.02 c0.05 0.03 v/s Ratio Perm 0.52 0.01 0.02 0.03 0.00 0.02 v/c Ratio 0.89 0.49 0.01 0.04 0.95 0.06 0.23 0.01 0.16 0.52 0.22 Uniform Delay, d1 43.5 12.8 7.2 12.5 28.3 14.3 60.6 60.1 54.2 56.1 42.4 Progression Factor 0.62 1.25 1.00 0.67 0.39 0.51 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 26.3 0.7 0.0 0.0 9.7 0.1 2.2 0.1 0.9 5.5 0.5 Delay (s)53.2 16.8 7.2 8.4 20.9 7.4 62.8 60.3 55.1 61.6 42.9 Level of Service D B A A C A E E E E D Approach Delay (s)23.4 20.5 61.5 52.6 Approach LOS C C E D Intersection Summary HCM 2000 Control Delay 23.4 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 130.0 Sum of lost time (s)27.6 Intersection Capacity Utilization 87.2% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2019 Existing AM 1: CVS Entrance/W Ruritan Rd & Route 460 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - with updated volumes Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)79 905 3 0 1471 82 2 0 0 96 1 167 Future Volume (vph)79 905 3 0 1471 82 2 0 0 96 1 167 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)8.5 8.5 8.5 8.5 8.5 9.2 9.2 9.2 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot)1787 3223 1615 3406 1482 1805 1775 1583 Flt Permitted 0.10 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm)181 3223 1615 3406 1482 1805 1775 1583 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 81 933 3 0 1516 85 2 0 0 99 1 172 RTOR Reduction (vph)0 0 1 0 0 37 0 0 0 0 0 154 Lane Group Flow (vph) 81 933 2 0 1516 48 0 2 0 0 100 18 Heavy Vehicles (%)1% 12% 0% 0% 6% 9% 0% 0% 0% 2% 0% 2% Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Perm Split NA Perm Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases 6 6 2 2 3 4 Actuated Green, G (s) 88.2 88.2 88.2 74.1 74.1 1.5 13.4 13.4 Effective Green, g (s) 88.2 88.2 88.2 74.1 74.1 1.5 13.4 13.4 Actuated g/C Ratio 0.68 0.68 0.68 0.57 0.57 0.01 0.10 0.10 Clearance Time (s)8.5 8.5 8.5 8.5 8.5 9.2 9.2 9.2 Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 Lane Grp Cap (vph) 191 2186 1095 1941 844 20 182 163 v/s Ratio Prot 0.02 c0.29 c0.45 c0.00 c0.06 v/s Ratio Perm 0.27 0.00 0.03 0.01 v/c Ratio 0.42 0.43 0.00 0.78 0.06 0.10 0.55 0.11 Uniform Delay, d1 31.1 9.5 6.7 21.7 12.4 63.6 55.4 52.9 Progression Factor 0.57 0.39 1.00 0.24 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 0.6 0.0 2.7 0.1 3.0 4.2 0.4 Delay (s)19.5 4.3 6.7 7.9 12.5 66.6 59.6 53.3 Level of Service B A A A B E E D Approach Delay (s)5.5 8.2 66.6 55.6 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 11.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 130.0 Sum of lost time (s)35.4 Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2019 Existing AM 19: Valley Gateway Blvd & Route 460 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - with updated volumes Synchro 10 Report vtwh Page 4 Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)0 917 93 69 1480 64 10 Future Volume (vph)0 917 93 69 1480 64 10 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.6 7.9 7.4 5.6 7.9 7.4 Lane Util. Factor 0.95 1.00 0.97 0.95 0.97 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot)3252 1553 3467 3438 3072 1468 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm)3252 1553 3467 3438 3072 1468 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 997 101 75 1609 70 11 RTOR Reduction (vph) 0 0 22 0 0 0 10 Lane Group Flow (vph) 0 997 79 75 1609 70 1 Heavy Vehicles (%)0% 11% 4% 1% 5% 14% 10% Turn Type Prot NA pm+ov Prot NA Prot pm+ov Protected Phases 1 6 3 5 2 3 5 Permitted Phases 6 3 Actuated Green, G (s)92.6 101.7 7.4 107.4 9.1 16.5 Effective Green, g (s)92.6 101.7 7.4 107.4 9.1 16.5 Actuated g/C Ratio 0.71 0.78 0.06 0.83 0.07 0.13 Clearance Time (s)5.6 7.9 7.4 5.6 7.9 7.4 Vehicle Extension (s)4.0 3.5 3.5 4.0 3.5 3.5 Lane Grp Cap (vph)2316 1214 197 2840 215 186 v/s Ratio Prot 0.31 0.00 0.02 c0.47 c0.02 0.00 v/s Ratio Perm 0.05 0.00 v/c Ratio 0.43 0.07 0.38 0.57 0.33 0.01 Uniform Delay, d1 7.8 3.2 59.1 3.7 57.5 49.6 Progression Factor 0.59 0.79 1.12 2.12 1.00 1.00 Incremental Delay, d2 0.6 0.0 1.3 0.7 1.0 0.0 Delay (s)5.1 2.6 67.5 8.6 58.6 49.6 Level of Service A A E A E D Approach Delay (s)4.9 11.2 57.4 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 10.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.58 Actuated Cycle Length (s) 130.0 Sum of lost time (s)20.9 Intersection Capacity Utilization 58.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2000 Unsignalized Intersection Capacity Analysis 2019 Existing AM 28: Chick-fil-A & W Ruritan Rd 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - with updated volumes Synchro 10 Report vtwh Page 4 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Volume (veh/h) 191 10 96 33 0 75 Future Volume (Veh/h) 191 10 96 33 0 75 Sign Control Free Free Stop Grade 0%0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 208 11 104 36 0 82 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 274 pX, platoon unblocked vC, conflicting volume 219 458 214 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 219 458 214 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %92 100 90 cM capacity (veh/h)1350 518 827 Direction, Lane #SE 1 NW 1 NE 1 Volume Total 219 140 82 Volume Left 0 104 0 Volume Right 11 0 82 cSH 1700 1350 827 Volume to Capacity 0.13 0.08 0.10 Queue Length 95th (ft) 0 6 8 Control Delay (s) 0.0 6.0 9.8 Lane LOS A A Approach Delay (s)0.0 6.0 9.8 Approach LOS A Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 24.4% ICU Level of Service A Analysis Period (min)15 HCM 2000 Signalized Intersection Capacity Analysis 2020 Background AM 55: Mexico Way NE/Blue Hills Dr NE & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 AM - updated BACKGROUND Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 218 944 13 12 1636 43 7 7 17 20 0 104 Future Volume (vph) 218 944 13 12 1636 43 7 7 17 20 0 104 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 0.91 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.86 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 1.00 0.95 1.00 1.00 Satd. Flow (prot)1752 3282 1495 1805 3438 1538 1854 1442 1319 1161 1208 Flt Permitted 0.05 1.00 1.00 0.28 1.00 1.00 0.98 1.00 0.95 1.00 1.00 Satd. Flow (perm)97 3282 1495 528 3438 1538 1854 1442 1319 1161 1208 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 234 1015 14 13 1759 46 8 8 18 22 0 112 RTOR Reduction (vph)0 0 5 0 0 0 0 0 17 0 0 0 Lane Group Flow (vph) 234 1015 9 13 1759 46 0 16 1 20 57 57 Heavy Vehicles (%)3% 10% 8% 0% 5% 5% 0% 0% 12% 30% 0% 27% Turn Type pm+pt NA pm+ov pm+pt NA Perm Split NA Perm Split NA pm+ov Protected Phases 1 6 7 5 2 7 7 8 8 1 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 91.2 82.0 87.0 73.1 69.9 69.9 5.0 5.0 12.2 12.2 27.5 Effective Green, g (s) 91.2 82.0 87.0 73.1 69.9 69.9 5.0 5.0 12.2 12.2 27.5 Actuated g/C Ratio 0.70 0.63 0.67 0.56 0.54 0.54 0.04 0.04 0.09 0.09 0.21 Clearance Time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Vehicle Extension (s) 3.5 8.0 4.0 3.5 6.0 6.0 4.0 4.0 4.0 4.0 3.5 Lane Grp Cap (vph) 262 2070 1000 328 1848 826 71 55 123 108 255 v/s Ratio Prot c0.10 0.31 0.00 0.00 c0.51 c0.01 0.02 c0.05 0.03 v/s Ratio Perm 0.52 0.01 0.02 0.03 0.00 0.02 v/c Ratio 0.89 0.49 0.01 0.04 0.95 0.06 0.23 0.01 0.16 0.53 0.22 Uniform Delay, d1 43.7 12.8 7.2 12.5 28.5 14.3 60.6 60.1 54.2 56.2 42.4 Progression Factor 0.62 1.26 1.00 0.67 0.39 0.51 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 27.2 0.7 0.0 0.0 10.2 0.1 2.2 0.1 0.9 5.9 0.5 Delay (s)54.3 16.8 7.2 8.4 21.4 7.4 62.8 60.3 55.1 62.1 42.9 Level of Service D B A A C A E E E E D Approach Delay (s)23.7 20.9 61.5 52.9 Approach LOS C C E D Intersection Summary HCM 2000 Control Delay 23.7 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 130.0 Sum of lost time (s)27.6 Intersection Capacity Utilization 87.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Background AM 1: CVS Entrance/W Ruritan Rd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 AM - updated BACKGROUND Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)79 910 3 0 1478 82 2 0 0 96 1 168 Future Volume (vph)79 910 3 0 1478 82 2 0 0 96 1 168 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)8.5 8.5 8.5 8.5 8.5 9.2 9.2 9.2 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot)1787 3223 1615 3406 1482 1805 1775 1583 Flt Permitted 0.09 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm)178 3223 1615 3406 1482 1805 1775 1583 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 81 938 3 0 1524 85 2 0 0 99 1 173 RTOR Reduction (vph)0 0 1 0 0 37 0 0 0 0 0 155 Lane Group Flow (vph) 81 938 2 0 1524 48 0 2 0 0 100 18 Heavy Vehicles (%)1% 12% 0% 0% 6% 9% 0% 0% 0% 2% 0% 2% Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Perm Split NA Perm Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases 6 6 2 2 3 4 Actuated Green, G (s) 88.2 88.2 88.2 74.1 74.1 1.5 13.4 13.4 Effective Green, g (s) 88.2 88.2 88.2 74.1 74.1 1.5 13.4 13.4 Actuated g/C Ratio 0.68 0.68 0.68 0.57 0.57 0.01 0.10 0.10 Clearance Time (s)8.5 8.5 8.5 8.5 8.5 9.2 9.2 9.2 Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 Lane Grp Cap (vph) 190 2186 1095 1941 844 20 182 163 v/s Ratio Prot 0.02 c0.29 c0.45 c0.00 c0.06 v/s Ratio Perm 0.27 0.00 0.03 0.01 v/c Ratio 0.43 0.43 0.00 0.79 0.06 0.10 0.55 0.11 Uniform Delay, d1 31.6 9.5 6.7 21.8 12.4 63.6 55.4 52.9 Progression Factor 0.57 0.40 1.00 0.25 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 0.6 0.0 2.8 0.1 3.0 4.2 0.4 Delay (s)19.7 4.4 6.7 8.1 12.5 66.6 59.6 53.3 Level of Service B A A A B E E D Approach Delay (s)5.6 8.4 66.6 55.6 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 11.9 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 130.0 Sum of lost time (s)35.4 Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Background AM 19: Valley Gateway Blvd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 AM - updated BACKGROUND Synchro 10 Report vtwh Page 4 Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)0 922 93 69 1487 64 10 Future Volume (vph)0 922 93 69 1487 64 10 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.6 7.9 7.4 5.6 7.9 7.4 Lane Util. Factor 0.95 1.00 0.97 0.95 0.97 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot)3252 1553 3467 3438 3072 1468 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm)3252 1553 3467 3438 3072 1468 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1002 101 75 1616 70 11 RTOR Reduction (vph) 0 0 22 0 0 0 10 Lane Group Flow (vph) 0 1002 79 75 1616 70 1 Heavy Vehicles (%)0% 11% 4% 1% 5% 14% 10% Turn Type Prot NA pm+ov Prot NA Prot pm+ov Protected Phases 1 6 3 5 2 3 5 Permitted Phases 6 3 Actuated Green, G (s)92.6 101.7 7.4 107.4 9.1 16.5 Effective Green, g (s)92.6 101.7 7.4 107.4 9.1 16.5 Actuated g/C Ratio 0.71 0.78 0.06 0.83 0.07 0.13 Clearance Time (s)5.6 7.9 7.4 5.6 7.9 7.4 Vehicle Extension (s)4.0 3.5 3.5 4.0 3.5 3.5 Lane Grp Cap (vph)2316 1214 197 2840 215 186 v/s Ratio Prot 0.31 0.00 0.02 c0.47 c0.02 0.00 v/s Ratio Perm 0.05 0.00 v/c Ratio 0.43 0.07 0.38 0.57 0.33 0.01 Uniform Delay, d1 7.8 3.2 59.1 3.7 57.5 49.6 Progression Factor 0.59 0.78 1.12 2.14 1.00 1.00 Incremental Delay, d2 0.6 0.0 1.3 0.7 1.0 0.0 Delay (s)5.1 2.6 67.6 8.6 58.6 49.6 Level of Service A A E A E D Approach Delay (s)4.9 11.3 57.4 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 10.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 130.0 Sum of lost time (s)20.9 Intersection Capacity Utilization 59.0% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2000 Unsignalized Intersection Capacity Analysis 2020 Background AM 28: Chick-fil-A & W Ruritan Rd 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 AM - updated BACKGROUND Synchro 10 Report vtwh Page 4 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Volume (veh/h) 192 10 96 33 0 75 Future Volume (Veh/h) 192 10 96 33 0 75 Sign Control Free Free Stop Grade 0%0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 209 11 104 36 0 82 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 273 pX, platoon unblocked vC, conflicting volume 220 458 214 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 220 458 214 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %92 100 90 cM capacity (veh/h)1349 517 825 Direction, Lane #SE 1 NW 1 NE 1 Volume Total 220 140 82 Volume Left 0 104 0 Volume Right 11 0 82 cSH 1700 1349 825 Volume to Capacity 0.13 0.08 0.10 Queue Length 95th (ft) 0 6 8 Control Delay (s) 0.0 6.0 9.8 Lane LOS A A Approach Delay (s)0.0 6.0 9.8 Approach LOS A Intersection Summary Average Delay 3.7 Intersection Capacity Utilization 24.4% ICU Level of Service A Analysis Period (min)15 Description: Chick-fil-A HCM 2000 Signalized Intersection Capacity Analysis 2020 Buildout AM 55: Mexico Way NE/Blue Hills Dr NE & Route 460 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - updated volumes Synchro 10 Report vtwh Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 218 952 13 12 1638 43 7 7 17 20 0 104 Future Volume (vph) 218 952 13 12 1638 43 7 7 17 20 0 104 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 0.91 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.86 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.98 1.00 0.95 1.00 1.00 Satd. Flow (prot)1752 3282 1495 1805 3438 1538 1854 1442 1319 1161 1208 Flt Permitted 0.05 1.00 1.00 0.27 1.00 1.00 0.98 1.00 0.95 1.00 1.00 Satd. Flow (perm)97 3282 1495 521 3438 1538 1854 1442 1319 1161 1208 Peak-hour factor, PHF 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Adj. Flow (vph) 234 1024 14 13 1761 46 8 8 18 22 0 112 RTOR Reduction (vph)0 0 5 0 0 0 0 0 17 0 0 0 Lane Group Flow (vph) 234 1024 9 13 1761 46 0 16 1 20 57 57 Heavy Vehicles (%)3% 10% 8% 0% 5% 5% 0% 0% 12% 30% 0% 27% Turn Type pm+pt NA pm+ov pm+pt NA Perm Split NA Perm Split NA pm+ov Protected Phases 1 6 7 5 2 7 7 8 8 1 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 91.2 82.0 87.0 73.1 69.9 69.9 5.0 5.0 12.2 12.2 27.5 Effective Green, g (s) 91.2 82.0 87.0 73.1 69.9 69.9 5.0 5.0 12.2 12.2 27.5 Actuated g/C Ratio 0.70 0.63 0.67 0.56 0.54 0.54 0.04 0.04 0.09 0.09 0.21 Clearance Time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Vehicle Extension (s) 3.5 8.0 4.0 3.5 6.0 6.0 4.0 4.0 4.0 4.0 3.5 Lane Grp Cap (vph) 262 2070 1000 324 1848 826 71 55 123 108 255 v/s Ratio Prot c0.10 0.31 0.00 0.00 c0.51 c0.01 0.02 c0.05 0.03 v/s Ratio Perm 0.52 0.01 0.02 0.03 0.00 0.02 v/c Ratio 0.89 0.49 0.01 0.04 0.95 0.06 0.23 0.01 0.16 0.53 0.22 Uniform Delay, d1 43.7 12.9 7.2 12.6 28.5 14.3 60.6 60.1 54.2 56.2 42.4 Progression Factor 0.62 1.26 1.00 0.67 0.37 0.51 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 27.3 0.7 0.0 0.0 10.0 0.1 2.2 0.1 0.9 5.9 0.5 Delay (s)54.5 16.9 7.2 8.4 20.6 7.4 62.8 60.3 55.1 62.1 42.9 Level of Service D B A A C A E E E E D Approach Delay (s)23.7 20.1 61.5 52.9 Approach LOS C C E D Intersection Summary HCM 2000 Control Delay 23.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 130.0 Sum of lost time (s)27.6 Intersection Capacity Utilization 87.5% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Buildout AM 1: CVS Entrance/W Ruritan Rd & Route 460 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - updated volumes Synchro 10 Report vtwh Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)87 910 3 0 1478 95 2 0 0 100 1 170 Future Volume (vph)87 910 3 0 1478 95 2 0 0 100 1 170 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)8.5 8.5 8.5 8.5 8.5 9.2 9.2 9.2 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (prot)1787 3223 1615 3406 1482 1805 1775 1583 Flt Permitted 0.09 1.00 1.00 1.00 1.00 0.95 0.95 1.00 Satd. Flow (perm)168 3223 1615 3406 1482 1805 1775 1583 Peak-hour factor, PHF 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 0.97 Adj. Flow (vph) 90 938 3 0 1524 98 2 0 0 103 1 175 RTOR Reduction (vph)0 0 1 0 0 44 0 0 0 0 0 156 Lane Group Flow (vph) 90 938 2 0 1524 54 0 2 0 0 104 19 Heavy Vehicles (%)1% 12% 0% 0% 6% 9% 0% 0% 0% 2% 0% 2% Turn Type pm+pt NA Perm pm+pt NA Perm Split NA Perm Split NA Perm Protected Phases 1 6 5 2 3 3 4 4 Permitted Phases 6 6 2 2 3 4 Actuated Green, G (s) 87.6 87.6 87.6 72.0 72.0 1.5 14.0 14.0 Effective Green, g (s) 87.6 87.6 87.6 72.0 72.0 1.5 14.0 14.0 Actuated g/C Ratio 0.67 0.67 0.67 0.55 0.55 0.01 0.11 0.11 Clearance Time (s)8.5 8.5 8.5 8.5 8.5 9.2 9.2 9.2 Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.5 4.0 4.0 4.0 Lane Grp Cap (vph) 201 2171 1088 1886 820 20 191 170 v/s Ratio Prot 0.02 c0.29 c0.45 c0.00 c0.06 v/s Ratio Perm 0.28 0.00 0.04 0.01 v/c Ratio 0.45 0.43 0.00 0.81 0.07 0.10 0.54 0.11 Uniform Delay, d1 34.8 9.8 6.9 23.4 13.4 63.6 55.0 52.4 Progression Factor 0.57 0.38 1.00 0.27 1.00 1.00 1.00 1.00 Incremental Delay, d2 1.7 0.6 0.0 3.2 0.1 3.0 3.9 0.4 Delay (s)21.6 4.3 6.9 9.5 13.6 66.6 58.9 52.8 Level of Service C A A A B E E D Approach Delay (s)5.9 9.7 66.6 55.1 Approach LOS A A E E Intersection Summary HCM 2000 Control Delay 12.7 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 130.0 Sum of lost time (s)35.4 Intersection Capacity Utilization 80.8% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Buildout AM 19: Valley Gateway Blvd & Route 460 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - updated volumes Synchro 10 Report vtwh Page 5 Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)0 926 93 69 1500 64 10 Future Volume (vph)0 926 93 69 1500 64 10 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)5.6 7.9 7.4 5.6 7.9 7.4 Lane Util. Factor 0.95 1.00 0.97 0.95 0.97 1.00 Frt 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot)3252 1553 3467 3438 3072 1468 Flt Permitted 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm)3252 1553 3467 3438 3072 1468 Peak-hour factor, PHF 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Adj. Flow (vph) 0 1007 101 75 1630 70 11 RTOR Reduction (vph) 0 0 22 0 0 0 10 Lane Group Flow (vph) 0 1007 79 75 1630 70 1 Heavy Vehicles (%)0% 11% 4% 1% 5% 14% 10% Turn Type Prot NA pm+ov Prot NA Prot pm+ov Protected Phases 1 6 3 5 2 3 5 Permitted Phases 6 3 Actuated Green, G (s)92.6 101.7 7.4 107.4 9.1 16.5 Effective Green, g (s)92.6 101.7 7.4 107.4 9.1 16.5 Actuated g/C Ratio 0.71 0.78 0.06 0.83 0.07 0.13 Clearance Time (s)5.6 7.9 7.4 5.6 7.9 7.4 Vehicle Extension (s)4.0 3.5 3.5 4.0 3.5 3.5 Lane Grp Cap (vph)2316 1214 197 2840 215 186 v/s Ratio Prot 0.31 0.00 0.02 c0.47 c0.02 0.00 v/s Ratio Perm 0.05 0.00 v/c Ratio 0.43 0.07 0.38 0.57 0.33 0.01 Uniform Delay, d1 7.8 3.2 59.1 3.7 57.5 49.6 Progression Factor 0.55 0.95 1.13 2.19 1.00 1.00 Incremental Delay, d2 0.6 0.0 1.3 0.8 1.0 0.0 Delay (s)4.9 3.1 68.1 8.9 58.6 49.6 Level of Service A A E A E D Approach Delay (s)4.7 11.5 57.4 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 10.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 130.0 Sum of lost time (s)20.9 Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group HCM 2000 Unsignalized Intersection Capacity Analysis 2020 Buildout AM 28: Chick-fil-A & W Ruritan Rd 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - updated volumes Synchro 10 Report vtwh Page 5 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Volume (veh/h) 192 10 96 54 0 75 Future Volume (Veh/h) 192 10 96 54 0 75 Sign Control Free Free Stop Grade 0%0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 209 11 104 59 0 82 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 273 pX, platoon unblocked vC, conflicting volume 220 482 214 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 220 482 214 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %92 100 90 cM capacity (veh/h)1349 502 825 Direction, Lane #SE 1 NW 1 NE 1 Volume Total 220 163 82 Volume Left 0 104 0 Volume Right 11 0 82 cSH 1700 1349 825 Volume to Capacity 0.13 0.08 0.10 Queue Length 95th (ft) 0 6 8 Control Delay (s) 0.0 5.3 9.8 Lane LOS A A Approach Delay (s)0.0 5.3 9.8 Approach LOS A Intersection Summary Average Delay 3.6 Intersection Capacity Utilization 25.5% ICU Level of Service A Analysis Period (min)15 Description: Chick-fil-A HCM 2000 Unsignalized Intersection Capacity Analysis 2020 Buildout AM 29: W Ruritan Rd & Site 07/29/2019 Route 460 - Roanoke City & County 05/09/2019 Alt 4 AM - updated volumes Synchro 10 Report vtwh Page 5 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Volume (veh/h) 0 202 33 21 6 0 Future Volume (Veh/h) 0 202 33 21 6 0 Sign Control Free Free Stop Grade 0% 0%0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph)0 220 36 23 7 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 332 pX, platoon unblocked vC, conflicting volume 59 268 48 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 59 268 48 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %100 99 100 cM capacity (veh/h) 1545 722 1022 Direction, Lane #SE 1 NW 1 SW 1 Volume Total 220 59 7 Volume Left 0 0 7 Volume Right 0 23 0 cSH 1545 1700 722 Volume to Capacity 0.00 0.03 0.01 Queue Length 95th (ft) 0 0 1 Control Delay (s) 0.0 0.0 10.0 Lane LOS B Approach Delay (s) 0.0 0.0 10.0 Approach LOS B Intersection Summary Average Delay 0.2 Intersection Capacity Utilization 20.6% ICU Level of Service A Analysis Period (min)15 HCM 2000 Signalized Intersection Capacity Analysis 2019 Existing PM 55: Mexico Way NE/Blue Hills Dr NE & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - with updated volumes Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)95 1558 23 40 1302 18 44 4 56 89 10 266 Future Volume (vph)95 1558 23 40 1302 18 44 4 56 89 10 266 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 0.91 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.87 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot)1467 3505 1615 1805 3406 1077 1816 1615 1681 1460 1490 Flt Permitted 0.10 1.00 1.00 0.06 1.00 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm)156 3505 1615 115 3406 1077 1816 1615 1681 1460 1490 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 101 1657 24 43 1385 19 47 4 60 95 11 283 RTOR Reduction (vph)0 0 9 0 0 9 0 0 57 0 0 0 Lane Group Flow (vph) 101 1657 15 43 1385 10 0 51 3 85 154 150 Heavy Vehicles (%) 23% 3% 0% 0% 6% 50% 0% 0% 0% 2% 0% 3% Turn Type pm+pt NA pm+ov pm+pt NA Perm Split NA Perm Split NA pm+ov Protected Phases 1 6 7 5 2 7 7 8 8 1 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 90.1 80.5 86.9 83.7 77.3 77.3 6.4 6.4 19.1 19.1 28.7 Effective Green, g (s) 90.1 80.5 86.9 83.7 77.3 77.3 6.4 6.4 19.1 19.1 28.7 Actuated g/C Ratio 0.64 0.58 0.62 0.60 0.55 0.55 0.05 0.05 0.14 0.14 0.20 Clearance Time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Vehicle Extension (s) 3.5 8.0 4.0 3.5 8.0 8.0 4.0 4.0 4.0 4.0 3.5 Lane Grp Cap (vph) 190 2015 1002 146 1880 594 83 73 229 199 305 v/s Ratio Prot c0.04 c0.47 0.00 0.01 0.41 c0.03 0.05 c0.11 0.03 v/s Ratio Perm 0.31 0.01 0.16 0.01 0.00 0.07 v/c Ratio 0.53 0.82 0.01 0.29 0.74 0.02 0.61 0.04 0.37 0.77 0.49 Uniform Delay, d1 17.7 24.0 10.2 20.4 23.7 14.2 65.6 63.9 55.0 58.4 49.2 Progression Factor 1.92 0.31 1.00 1.96 0.74 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.0 2.5 0.0 1.1 2.1 0.0 14.5 0.3 1.4 17.9 1.5 Delay (s)35.9 10.0 10.2 41.0 19.6 14.2 80.1 64.1 56.4 76.2 50.7 Level of Service D B B D B B F E E E D Approach Delay (s)11.5 20.1 71.5 62.0 Approach LOS B C E E Intersection Summary HCM 2000 Control Delay 21.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 140.0 Sum of lost time (s)27.6 Intersection Capacity Utilization 80.2% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2019 Existing PM 1: CVS Entrance/W Ruritan Rd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - with updated volumes Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 163 1494 50 11 1234 121 27 3 32 95 1 86 Future Volume (vph) 163 1494 50 11 1234 121 27 3 32 95 1 86 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)8.5 8.5 9.2 8.5 8.5 7.3 9.2 9.2 7.3 7.3 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.96 1.00 0.95 1.00 Satd. Flow (prot)1787 3505 1615 1641 3374 1468 1818 1615 1810 1615 Flt Permitted 0.15 1.00 1.00 0.06 1.00 1.00 0.96 1.00 0.95 1.00 Satd. Flow (perm)286 3505 1615 103 3374 1468 1818 1615 1810 1615 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 166 1524 51 11 1259 123 28 3 33 97 1 88 RTOR Reduction (vph) 0 0 18 0 0 50 0 0 32 0 0 80 Lane Group Flow (vph) 166 1524 33 11 1259 73 0 31 1 0 98 8 Heavy Vehicles (%)1% 3% 0% 10% 7% 10% 0% 0% 0% 0% 0% 0% Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Split NA Perm Split NA Perm Protected Phases 1 6 7 5 2 8 7 7 8 8 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 84.7 84.7 90.9 70.0 70.0 82.8 6.2 6.2 12.8 12.8 Effective Green, g (s) 84.7 84.7 90.9 70.0 70.0 82.8 6.2 6.2 12.8 12.8 Actuated g/C Ratio 0.61 0.61 0.65 0.50 0.50 0.59 0.04 0.04 0.09 0.09 Clearance Time (s)8.5 8.5 9.2 8.5 8.5 7.3 9.2 9.2 7.3 7.3 Vehicle Extension (s) 3.5 3.5 4.0 3.5 3.5 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 360 2120 1048 82 1687 944 80 71 165 147 v/s Ratio Prot 0.06 c0.43 0.00 0.00 c0.37 0.01 c0.02 c0.05 v/s Ratio Perm 0.22 0.02 0.06 0.04 0.00 0.00 v/c Ratio 0.46 0.72 0.03 0.13 0.75 0.08 0.39 0.02 0.59 0.05 Uniform Delay, d1 33.6 19.3 8.8 24.9 27.9 12.2 65.1 64.0 61.1 58.1 Progression Factor 0.44 0.38 1.00 0.48 0.43 0.07 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 1.4 0.0 0.8 2.8 0.0 4.2 0.2 6.6 0.2 Delay (s)15.4 8.7 8.8 12.9 14.8 0.9 69.3 64.2 67.7 58.3 Level of Service B A A B B A E E E E Approach Delay (s)9.3 13.5 66.6 63.2 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 15.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 140.0 Sum of lost time (s)33.5 Intersection Capacity Utilization 79.4% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2019 Existing PM 20: Valley Gateway Blvd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - with updated volumes Synchro 10 Report vtwh Page 4 Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)1 1373 256 144 1245 149 42 Future Volume (vph)1 1373 256 144 1245 149 42 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)7.4 5.6 7.9 7.4 5.6 7.9 7.4 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot)1805 3505 1583 3400 3343 3467 1538 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm)1805 3505 1583 3400 3343 3467 1538 Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 1 1387 259 145 1258 151 42 RTOR Reduction (vph) 0 0 41 0 0 0 35 Lane Group Flow (vph) 1 1387 218 145 1258 151 7 Heavy Vehicles (%)0% 3% 2% 3% 8% 1% 5% Turn Type Prot NA pm+ov Prot NA Prot pm+ov Protected Phases 1 6 7 5 2 7 5 Permitted Phases 6 7 Actuated Green, G (s) 2.2 95.4 107.3 11.8 105.0 11.9 23.7 Effective Green, g (s) 2.2 95.4 107.3 11.8 105.0 11.9 23.7 Actuated g/C Ratio 0.02 0.68 0.77 0.08 0.75 0.09 0.17 Clearance Time (s) 7.4 5.6 7.9 7.4 5.6 7.9 7.4 Vehicle Extension (s) 3.5 4.0 3.5 3.5 4.0 3.5 3.5 Lane Grp Cap (vph)28 2388 1213 286 2507 294 260 v/s Ratio Prot 0.00 c0.40 0.02 0.04 c0.38 c0.04 0.00 v/s Ratio Perm 0.12 0.00 v/c Ratio 0.04 0.58 0.18 0.51 0.50 0.51 0.03 Uniform Delay, d1 67.9 11.8 4.4 61.3 7.0 61.3 48.5 Progression Factor 0.83 0.30 0.27 1.40 0.23 1.00 1.00 Incremental Delay, d2 0.5 0.8 0.1 1.6 0.7 1.8 0.1 Delay (s)57.0 4.3 1.3 87.6 2.3 63.0 48.6 Level of Service E A A F A E D Approach Delay (s)3.9 11.1 59.9 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 140.0 Sum of lost time (s)20.9 Intersection Capacity Utilization 67.0% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM 2000 Unsignalized Intersection Capacity Analysis 2019 Existing PM 29: Chick-fil-A & W Ruritan Rd 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - with updated volumes Synchro 10 Report vtwh Page 4 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Volume (veh/h) 96 1 109 147 0 88 Future Volume (Veh/h) 96 1 109 147 0 88 Sign Control Free Free Stop Grade 0%0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 104 1 118 160 0 96 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 278 pX, platoon unblocked 0.97 vC, conflicting volume 105 500 104 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 105 465 104 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %92 100 90 cM capacity (veh/h)1486 494 950 Direction, Lane #SE 1 NW 1 NE 1 Volume Total 105 278 96 Volume Left 0 118 0 Volume Right 1 0 96 cSH 1700 1486 950 Volume to Capacity 0.06 0.08 0.10 Queue Length 95th (ft) 0 6 8 Control Delay (s) 0.0 3.6 9.2 Lane LOS A A Approach Delay (s)0.0 3.6 9.2 Approach LOS A Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 23.8% ICU Level of Service A Analysis Period (min)15 Description: Chick-fil-A HCM 2000 Signalized Intersection Capacity Analysis 2020 Background PM 55: Mexico Way NE/Blue Hills Dr NE & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)95 1566 23 40 1309 18 44 4 56 89 10 267 Future Volume (vph)95 1566 23 40 1309 18 44 4 56 89 10 267 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 0.91 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.87 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot)1467 3505 1615 1805 3406 1077 1816 1615 1681 1460 1490 Flt Permitted 0.10 1.00 1.00 0.06 1.00 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm)153 3505 1615 111 3406 1077 1816 1615 1681 1460 1490 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 101 1666 24 43 1393 19 47 4 60 95 11 284 RTOR Reduction (vph)0 0 9 0 0 9 0 0 57 0 0 0 Lane Group Flow (vph) 101 1666 15 43 1393 10 0 51 3 85 154 151 Heavy Vehicles (%) 23% 3% 0% 0% 6% 50% 0% 0% 0% 2% 0% 3% Turn Type pm+pt NA pm+ov pm+pt NA Perm Split NA Perm Split NA pm+ov Protected Phases 1 6 7 5 2 7 7 8 8 1 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 90.1 80.5 86.9 83.7 77.3 77.3 6.4 6.4 19.1 19.1 28.7 Effective Green, g (s) 90.1 80.5 86.9 83.7 77.3 77.3 6.4 6.4 19.1 19.1 28.7 Actuated g/C Ratio 0.64 0.58 0.62 0.60 0.55 0.55 0.05 0.05 0.14 0.14 0.20 Clearance Time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Vehicle Extension (s) 3.5 8.0 4.0 3.5 8.0 8.0 4.0 4.0 4.0 4.0 3.5 Lane Grp Cap (vph) 188 2015 1002 143 1880 594 83 73 229 199 305 v/s Ratio Prot c0.04 c0.48 0.00 0.01 0.41 c0.03 0.05 c0.11 0.03 v/s Ratio Perm 0.31 0.01 0.16 0.01 0.00 0.07 v/c Ratio 0.54 0.83 0.01 0.30 0.74 0.02 0.61 0.04 0.37 0.77 0.50 Uniform Delay, d1 17.9 24.1 10.2 20.7 23.8 14.2 65.6 63.9 55.0 58.4 49.2 Progression Factor 1.92 0.32 1.00 1.98 0.74 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.1 2.6 0.0 1.1 2.1 0.0 14.5 0.3 1.4 17.9 1.5 Delay (s)36.4 10.2 10.2 41.9 19.7 14.2 80.1 64.1 56.4 76.2 50.7 Level of Service D B B D B B F E E E D Approach Delay (s)11.7 20.3 71.5 62.0 Approach LOS B C E E Intersection Summary HCM 2000 Control Delay 22.0 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 140.0 Sum of lost time (s)27.6 Intersection Capacity Utilization 80.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Background PM 1: CVS Entrance/W Ruritan Rd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 164 1501 50 11 1240 122 27 3 32 95 1 86 Future Volume (vph) 164 1501 50 11 1240 122 27 3 32 95 1 86 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)8.5 8.5 9.2 8.5 8.5 7.3 9.2 9.2 7.3 7.3 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.96 1.00 0.95 1.00 Satd. Flow (prot)1787 3505 1615 1641 3374 1468 1818 1615 1810 1615 Flt Permitted 0.15 1.00 1.00 0.06 1.00 1.00 0.96 1.00 0.95 1.00 Satd. Flow (perm)283 3505 1615 103 3374 1468 1818 1615 1810 1615 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 167 1532 51 11 1265 124 28 3 33 97 1 88 RTOR Reduction (vph) 0 0 18 0 0 51 0 0 32 0 0 80 Lane Group Flow (vph) 167 1532 33 11 1265 73 0 31 1 0 98 8 Heavy Vehicles (%)1% 3% 0% 10% 7% 10% 0% 0% 0% 0% 0% 0% Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Split NA Perm Split NA Perm Protected Phases 1 6 7 5 2 8 7 7 8 8 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 84.8 84.8 90.9 70.1 70.1 82.9 6.1 6.1 12.8 12.8 Effective Green, g (s) 84.8 84.8 90.9 70.1 70.1 82.9 6.1 6.1 12.8 12.8 Actuated g/C Ratio 0.61 0.61 0.65 0.50 0.50 0.59 0.04 0.04 0.09 0.09 Clearance Time (s)8.5 8.5 9.2 8.5 8.5 7.3 9.2 9.2 7.3 7.3 Vehicle Extension (s) 3.5 3.5 4.0 3.5 3.5 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 359 2123 1048 82 1689 945 79 70 165 147 v/s Ratio Prot 0.06 c0.44 0.00 0.00 c0.37 0.01 c0.02 c0.05 v/s Ratio Perm 0.22 0.02 0.06 0.04 0.00 0.00 v/c Ratio 0.47 0.72 0.03 0.13 0.75 0.08 0.39 0.02 0.59 0.05 Uniform Delay, d1 33.6 19.3 8.8 25.0 27.9 12.2 65.1 64.1 61.1 58.1 Progression Factor 0.44 0.37 1.00 0.48 0.43 0.07 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.7 1.4 0.0 0.8 2.8 0.0 4.3 0.2 6.6 0.2 Delay (s)15.4 8.6 8.8 12.9 14.9 0.9 69.5 64.3 67.7 58.3 Level of Service B A A B B A E E E E Approach Delay (s)9.2 13.6 66.8 63.2 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 15.1 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 140.0 Sum of lost time (s)33.5 Intersection Capacity Utilization 79.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Background PM 20: Valley Gateway Blvd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 4 Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)1 1380 257 145 1251 150 42 Future Volume (vph)1 1380 257 145 1251 150 42 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)7.4 5.6 7.9 7.4 5.6 7.9 7.4 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot)1805 3505 1583 3400 3343 3467 1538 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm)1805 3505 1583 3400 3343 3467 1538 Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 1 1394 260 146 1264 152 42 RTOR Reduction (vph) 0 0 40 0 0 0 35 Lane Group Flow (vph) 1 1394 220 146 1264 152 7 Heavy Vehicles (%)0% 3% 2% 3% 8% 1% 5% Turn Type Prot NA pm+ov Prot NA Prot pm+ov Protected Phases 1 6 7 5 2 7 5 Permitted Phases 6 7 Actuated Green, G (s) 2.2 95.4 107.3 11.8 105.0 11.9 23.7 Effective Green, g (s) 2.2 95.4 107.3 11.8 105.0 11.9 23.7 Actuated g/C Ratio 0.02 0.68 0.77 0.08 0.75 0.09 0.17 Clearance Time (s) 7.4 5.6 7.9 7.4 5.6 7.9 7.4 Vehicle Extension (s) 3.5 4.0 3.5 3.5 4.0 3.5 3.5 Lane Grp Cap (vph)28 2388 1213 286 2507 294 260 v/s Ratio Prot 0.00 c0.40 0.02 0.04 c0.38 c0.04 0.00 v/s Ratio Perm 0.12 0.00 v/c Ratio 0.04 0.58 0.18 0.51 0.50 0.52 0.03 Uniform Delay, d1 67.9 11.8 4.4 61.3 7.0 61.3 48.5 Progression Factor 0.82 0.29 0.27 1.39 0.23 1.00 1.00 Incremental Delay, d2 0.5 0.8 0.1 1.7 0.7 1.8 0.1 Delay (s)55.8 4.2 1.2 87.1 2.3 63.1 48.6 Level of Service E A A F A E D Approach Delay (s)3.8 11.1 59.9 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 10.3 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 140.0 Sum of lost time (s)20.9 Intersection Capacity Utilization 67.2% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM 2000 Unsignalized Intersection Capacity Analysis 2020 Background PM 29: Chick-fil-A & W Ruritan Rd 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 4 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Volume (veh/h) 96 1 110 148 0 88 Future Volume (Veh/h) 96 1 110 148 0 88 Sign Control Free Free Stop Grade 0%0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 104 1 120 161 0 96 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 278 pX, platoon unblocked 0.97 vC, conflicting volume 105 506 104 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 105 470 104 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %92 100 90 cM capacity (veh/h)1486 490 950 Direction, Lane #SE 1 NW 1 NE 1 Volume Total 105 281 96 Volume Left 0 120 0 Volume Right 1 0 96 cSH 1700 1486 950 Volume to Capacity 0.06 0.08 0.10 Queue Length 95th (ft) 0 7 8 Control Delay (s) 0.0 3.7 9.2 Lane LOS A A Approach Delay (s)0.0 3.7 9.2 Approach LOS A Intersection Summary Average Delay 4.0 Intersection Capacity Utilization 23.9% ICU Level of Service A Analysis Period (min)15 Description: Chick-fil-A HCM 2000 Signalized Intersection Capacity Analysis 2020 Buildout PM 55: Mexico Way NE/Blue Hills Dr NE & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph)95 1570 23 40 1319 18 44 4 56 89 10 267 Future Volume (vph)95 1570 23 40 1319 18 44 4 56 89 10 267 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 0.91 0.95 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.87 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (prot)1467 3505 1615 1805 3406 1077 1816 1615 1681 1460 1490 Flt Permitted 0.10 1.00 1.00 0.06 1.00 1.00 0.96 1.00 0.95 1.00 1.00 Satd. Flow (perm)149 3505 1615 110 3406 1077 1816 1615 1681 1460 1490 Peak-hour factor, PHF 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Adj. Flow (vph) 101 1670 24 43 1403 19 47 4 60 95 11 284 RTOR Reduction (vph)0 0 9 0 0 9 0 0 57 0 0 0 Lane Group Flow (vph) 101 1670 15 43 1403 10 0 51 3 85 154 151 Heavy Vehicles (%) 23% 3% 0% 0% 6% 50% 0% 0% 0% 2% 0% 3% Turn Type pm+pt NA pm+ov pm+pt NA Perm Split NA Perm Split NA pm+ov Protected Phases 1 6 7 5 2 7 7 8 8 1 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 90.1 80.5 86.9 83.7 77.3 77.3 6.4 6.4 19.1 19.1 28.7 Effective Green, g (s) 90.1 80.5 86.9 83.7 77.3 77.3 6.4 6.4 19.1 19.1 28.7 Actuated g/C Ratio 0.64 0.58 0.62 0.60 0.55 0.55 0.05 0.05 0.14 0.14 0.20 Clearance Time (s)6.0 7.0 6.4 6.0 7.0 7.0 6.4 6.4 8.2 8.2 6.0 Vehicle Extension (s) 3.5 8.0 4.0 3.5 8.0 8.0 4.0 4.0 4.0 4.0 3.5 Lane Grp Cap (vph) 186 2015 1002 143 1880 594 83 73 229 199 305 v/s Ratio Prot c0.04 c0.48 0.00 0.01 0.41 c0.03 0.05 c0.11 0.03 v/s Ratio Perm 0.31 0.01 0.17 0.01 0.00 0.07 v/c Ratio 0.54 0.83 0.01 0.30 0.75 0.02 0.61 0.04 0.37 0.77 0.50 Uniform Delay, d1 18.2 24.2 10.2 20.8 23.9 14.2 65.6 63.9 55.0 58.4 49.2 Progression Factor 1.91 0.32 1.00 2.01 0.74 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.3 2.7 0.0 1.1 2.2 0.0 14.5 0.3 1.4 17.9 1.5 Delay (s)37.0 10.3 10.2 42.8 19.8 14.2 80.1 64.1 56.4 76.2 50.7 Level of Service D B B D B B F E E E D Approach Delay (s)11.8 20.4 71.5 62.0 Approach LOS B C E E Intersection Summary HCM 2000 Control Delay 22.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 140.0 Sum of lost time (s)27.6 Intersection Capacity Utilization 80.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Buildout PM 1: CVS Entrance/W Ruritan Rd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 168 1501 50 11 1240 128 27 3 32 109 1 96 Future Volume (vph) 168 1501 50 11 1240 128 27 3 32 109 1 96 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)8.5 8.5 9.2 8.5 8.5 7.3 9.2 9.2 7.3 7.3 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.85 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.96 1.00 0.95 1.00 Satd. Flow (prot)1787 3505 1615 1641 3374 1468 1818 1615 1810 1615 Flt Permitted 0.15 1.00 1.00 0.06 1.00 1.00 0.96 1.00 0.95 1.00 Satd. Flow (perm)280 3505 1615 104 3374 1468 1818 1615 1810 1615 Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 Adj. Flow (vph) 171 1532 51 11 1265 131 28 3 33 111 1 98 RTOR Reduction (vph) 0 0 18 0 0 53 0 0 32 0 0 89 Lane Group Flow (vph) 171 1532 33 11 1265 78 0 31 1 0 112 9 Heavy Vehicles (%)1% 3% 0% 10% 7% 10% 0% 0% 0% 0% 0% 0% Turn Type pm+pt NA pm+ov pm+pt NA pm+ov Split NA Perm Split NA Perm Protected Phases 1 6 7 5 2 8 7 7 8 8 Permitted Phases 6 6 2 2 7 8 Actuated Green, G (s) 84.2 84.2 90.3 69.5 69.5 82.9 6.1 6.1 13.4 13.4 Effective Green, g (s) 84.2 84.2 90.3 69.5 69.5 82.9 6.1 6.1 13.4 13.4 Actuated g/C Ratio 0.60 0.60 0.64 0.50 0.50 0.59 0.04 0.04 0.10 0.10 Clearance Time (s)8.5 8.5 9.2 8.5 8.5 7.3 9.2 9.2 7.3 7.3 Vehicle Extension (s) 3.5 3.5 4.0 3.5 3.5 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 356 2108 1041 82 1674 945 79 70 173 154 v/s Ratio Prot 0.06 c0.44 0.00 0.00 c0.37 0.01 c0.02 c0.06 v/s Ratio Perm 0.23 0.02 0.06 0.04 0.00 0.01 v/c Ratio 0.48 0.73 0.03 0.13 0.76 0.08 0.39 0.02 0.65 0.06 Uniform Delay, d1 34.1 19.8 9.0 25.5 28.4 12.2 65.1 64.1 61.0 57.6 Progression Factor 0.44 0.37 1.00 0.48 0.43 0.06 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.8 1.4 0.0 0.8 2.9 0.0 4.3 0.2 9.0 0.2 Delay (s)15.8 8.7 9.0 13.1 15.2 0.7 69.5 64.3 70.0 57.8 Level of Service B A A B B A E E E E Approach Delay (s)9.4 13.8 66.8 64.3 Approach LOS A B E E Intersection Summary HCM 2000 Control Delay 15.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 140.0 Sum of lost time (s)33.5 Intersection Capacity Utilization 80.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group HCM 2000 Signalized Intersection Capacity Analysis 2020 Buildout PM 20: Valley Gateway Blvd & Route 460 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 5 Movement EBU EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Volume (vph)1 1394 257 145 1257 150 42 Future Volume (vph)1 1394 257 145 1257 150 42 Ideal Flow (vphpl)1900 1900 1900 1900 1900 1900 1900 Total Lost time (s)7.4 5.6 7.9 7.4 5.6 7.9 7.4 Lane Util. Factor 1.00 0.95 1.00 0.97 0.95 0.97 1.00 Frt 1.00 1.00 0.85 1.00 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot)1805 3505 1583 3400 3343 3467 1538 Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (perm)1805 3505 1583 3400 3343 3467 1538 Peak-hour factor, PHF 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Adj. Flow (vph) 1 1408 260 146 1270 152 42 RTOR Reduction (vph) 0 0 40 0 0 0 35 Lane Group Flow (vph) 1 1408 220 146 1270 152 7 Heavy Vehicles (%)0% 3% 2% 3% 8% 1% 5% Turn Type Prot NA pm+ov Prot NA Prot pm+ov Protected Phases 1 6 7 5 2 7 5 Permitted Phases 6 7 Actuated Green, G (s) 2.2 95.4 107.3 11.8 105.0 11.9 23.7 Effective Green, g (s) 2.2 95.4 107.3 11.8 105.0 11.9 23.7 Actuated g/C Ratio 0.02 0.68 0.77 0.08 0.75 0.09 0.17 Clearance Time (s) 7.4 5.6 7.9 7.4 5.6 7.9 7.4 Vehicle Extension (s) 3.5 4.0 3.5 3.5 4.0 3.5 3.5 Lane Grp Cap (vph)28 2388 1213 286 2507 294 260 v/s Ratio Prot 0.00 c0.40 0.02 0.04 c0.38 c0.04 0.00 v/s Ratio Perm 0.12 0.00 v/c Ratio 0.04 0.59 0.18 0.51 0.51 0.52 0.03 Uniform Delay, d1 67.9 11.9 4.4 61.3 7.1 61.3 48.5 Progression Factor 0.85 0.28 0.29 1.37 0.24 1.00 1.00 Incremental Delay, d2 0.5 0.8 0.1 1.7 0.7 1.8 0.1 Delay (s)58.3 4.2 1.3 85.8 2.4 63.1 48.6 Level of Service E A A F A E D Approach Delay (s)3.8 11.0 59.9 Approach LOS A B E Intersection Summary HCM 2000 Control Delay 10.2 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.59 Actuated Cycle Length (s) 140.0 Sum of lost time (s)20.9 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group HCM 2000 Unsignalized Intersection Capacity Analysis 2020 Buildout PM 29: Chick-fil-A & W Ruritan Rd 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 5 Movement SET SER NWL NWT NEL NER Lane Configurations Traffic Volume (veh/h) 96 1 110 158 0 88 Future Volume (Veh/h) 96 1 110 158 0 88 Sign Control Free Free Stop Grade 0%0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 104 1 120 172 0 96 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 278 pX, platoon unblocked 0.96 vC, conflicting volume 105 516 104 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 105 479 104 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %92 100 90 cM capacity (veh/h)1486 483 950 Direction, Lane #SE 1 NW 1 NE 1 Volume Total 105 292 96 Volume Left 0 120 0 Volume Right 1 0 96 cSH 1700 1486 950 Volume to Capacity 0.06 0.08 0.10 Queue Length 95th (ft) 0 7 8 Control Delay (s) 0.0 3.5 9.2 Lane LOS A A Approach Delay (s)0.0 3.5 9.2 Approach LOS A Intersection Summary Average Delay 3.9 Intersection Capacity Utilization 24.4% ICU Level of Service A Analysis Period (min)15 Description: Chick-fil-A HCM 2000 Unsignalized Intersection Capacity Analysis 2020 Buildout PM 16: W Ruritan Rd & Site 07/29/2019 Route 460 - Roanoke County 05/09/2019 Alt 4 PM - updated volumes Synchro 10 Report vtwh Page 5 Movement SEL SET NWT NWR SWL SWR Lane Configurations Traffic Volume (veh/h) 0 97 148 10 24 0 Future Volume (Veh/h) 0 97 148 10 24 0 Sign Control Free Free Stop Grade 0% 0%0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph)0 105 161 11 26 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 337 pX, platoon unblocked vC, conflicting volume 172 272 166 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 172 272 166 tC, single (s)4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free %100 96 100 cM capacity (veh/h) 1405 718 878 Direction, Lane #SE 1 NW 1 SW 1 Volume Total 105 172 26 Volume Left 0 0 26 Volume Right 0 11 0 cSH 1405 1700 718 Volume to Capacity 0.00 0.10 0.04 Queue Length 95th (ft) 0 0 3 Control Delay (s) 0.0 0.0 10.2 Lane LOS B Approach Delay (s) 0.0 0.0 10.2 Approach LOS B Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 18.4% ICU Level of Service A Analysis Period (min)15 APPENDIX E SimTraffic Simulation Summary 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:00 7:00 7:00 7:00 7:00 7:00 7:00 End Time 8:15 8:15 8:15 8:15 8:15 8:15 8:15 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 9780 9882 9871 9826 9703 9793 9859 Vehs Exited 9756 9934 9880 9799 9681 9755 9862 Starting Vehs 859 946 905 879 886 858 894 Ending Vehs 883 894 896 906 908 896 891 Travel Distance (mi)21674 22111 22100 21652 21316 21657 21658 Travel Time (hr)910.4 940.4 946.8 923.8 892.6 923.0 923.1 Total Delay (hr)296.1 313.8 320.2 308.7 285.2 308.6 308.2 Total Stops 17223 17913 17803 17770 16712 17716 17576 Fuel Used (gal)736.1 755.1 754.2 736.4 719.4 737.8 739.4 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:00 7:00 7:00 7:00 End Time 8:15 8:15 8:15 8:15 Total Time (min)75 75 75 75 Time Recorded (min)60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 9861 9718 9856 9813 Vehs Exited 9863 9774 9841 9817 Starting Vehs 881 928 941 894 Ending Vehs 879 872 956 888 Travel Distance (mi)21786 21698 21665 21732 Travel Time (hr)930.9 916.0 942.0 924.9 Total Delay (hr)311.8 302.2 326.0 308.1 Total Stops 17901 17482 18419 17650 Fuel Used (gal)743.0 737.3 743.3 740.2 Interval #0 Information Seeding Start Time 7:00 End Time 7:15 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 2 Interval #1 Information Recording Start Time 7:15 End Time 7:30 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 2618 2654 2629 2569 2546 2582 2666 Vehs Exited 2508 2610 2542 2500 2527 2460 2588 Starting Vehs 859 946 905 879 886 858 894 Ending Vehs 969 990 992 948 905 980 972 Travel Distance (mi)5638 5873 5845 5586 5523 5556 5552 Travel Time (hr)239.0 250.2 248.1 242.6 231.1 237.9 240.3 Total Delay (hr)79.4 84.1 82.8 84.0 74.3 80.3 82.0 Total Stops 4564 4664 4602 4637 4299 4716 4734 Fuel Used (gal) 192.3 201.7 199.4 192.3 186.2 189.8 190.0 Interval #1 Information Recording Start Time 7:15 End Time 7:30 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 2645 2619 2633 2613 Vehs Exited 2524 2573 2561 2538 Starting Vehs 881 928 941 894 Ending Vehs 1002 974 1013 970 Travel Distance (mi) 5543 5667 5578 5636 Travel Time (hr)238.3 242.4 240.2 241.0 Total Delay (hr)80.7 81.9 82.0 81.2 Total Stops 4640 4692 4800 4638 Fuel Used (gal) 189.5 194.1 191.2 192.6 SimTraffic Simulation Summary 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 3 Interval #2 Information Recording Start Time 7:30 End Time 7:45 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2421 2350 2369 2317 2369 2466 2357 Vehs Exited 2507 2438 2487 2422 2425 2536 2427 Starting Vehs 969 990 992 948 905 980 972 Ending Vehs 883 902 874 843 849 910 902 Travel Distance (mi)5605 5404 5377 5325 5347 5533 5458 Travel Time (hr)237.9 229.8 231.9 227.3 221.3 241.3 232.9 Total Delay (hr)78.7 76.8 78.8 75.7 68.8 84.1 78.5 Total Stops 4464 4372 4360 4406 4029 4615 4316 Fuel Used (gal) 190.8 184.3 183.9 179.7 179.1 191.0 186.4 Interval #2 Information Recording Start Time 7:30 End Time 7:45 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2434 2328 2482 0 Vehs Exited 2521 2426 2538 0 Starting Vehs 1002 974 1013 0 Ending Vehs 915 876 957 0 Travel Distance (mi)5573 5365 5637 0 Travel Time (hr)237.6 225.7 246.4 0.0 Total Delay (hr)79.2 73.7 86.6 0.0 Total Stops 4450 4106 4729 0 Fuel Used (gal) 190.1 182.9 195.3 0.0 SimTraffic Simulation Summary 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 4 Interval #3 Information Recording Start Time 7:45 End Time 8:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2368 2456 2484 2490 2404 2371 2405 Vehs Exited 2366 2427 2389 2437 2376 2416 2426 Starting Vehs 883 902 874 843 849 910 902 Ending Vehs 885 931 969 896 877 865 881 Travel Distance (mi)5133 5427 5431 5365 5110 5384 5294 Travel Time (hr)210.7 230.3 230.8 226.9 216.6 224.4 221.5 Total Delay (hr)65.1 76.2 77.0 74.2 70.6 72.1 71.1 Total Stops 3971 4446 4409 4299 4230 4164 4125 Fuel Used (gal) 172.5 185.1 184.1 181.4 173.0 181.3 179.6 Interval #3 Information Recording Start Time 7:45 End Time 8:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2370 2423 2323 0 Vehs Exited 2415 2364 2403 0 Starting Vehs 915 876 957 0 Ending Vehs 870 935 877 0 Travel Distance (mi)5415 5413 5290 0 Travel Time (hr)233.1 225.7 229.8 0.0 Total Delay (hr)79.4 73.5 79.3 0.0 Total Stops 4546 4339 4533 0 Fuel Used (gal) 184.2 182.6 181.3 0.0 SimTraffic Simulation Summary 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 5 Interval #4 Information Recording Start Time 8:00 End Time 8:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2373 2422 2389 2450 2384 2374 2431 Vehs Exited 2375 2459 2462 2440 2353 2343 2421 Starting Vehs 885 931 969 896 877 865 881 Ending Vehs 883 894 896 906 908 896 891 Travel Distance (mi)5298 5406 5447 5375 5336 5185 5354 Travel Time (hr)222.9 230.1 236.0 227.0 223.6 219.4 228.4 Total Delay (hr)72.9 76.8 81.7 74.9 71.4 72.0 76.5 Total Stops 4224 4431 4432 4428 4154 4221 4401 Fuel Used (gal) 180.4 183.9 186.9 183.0 181.1 175.7 183.4 Interval #4 Information Recording Start Time 8:00 End Time 8:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2412 2348 2418 0 Vehs Exited 2403 2411 2339 0 Starting Vehs 870 935 877 0 Ending Vehs 879 872 956 0 Travel Distance (mi)5255 5253 5160 0 Travel Time (hr)221.9 222.2 225.6 0.0 Total Delay (hr)72.6 73.1 78.0 0.0 Total Stops 4265 4345 4357 0 Fuel Used (gal) 179.3 177.7 175.6 0.0 Queuing and Blocking Report 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement EB EB EB EB WB WB WB WB B25 B25 NB NB Directions Served L T T R L T T R T T LT R Maximum Queue (ft) 291 325 348 22 166 499 520 390 21 37 58 63 Average Queue (ft) 142 101 119 3 15 277 290 24 2 3 15 15 95th Queue (ft)252 247 272 15 78 493 502 178 27 38 44 46 Link Distance (ft)2253 2253 507 507 1298 1298 740 740 Upstream Blk Time (%)1 1 Queuing Penalty (veh)7 9 Storage Bay Dist (ft) 405 612 172 392 Storage Blk Time (%)0 0 0 23 5 0 Queuing Penalty (veh) 0 0 0 3 2 0 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement SB SB SB Directions Served L LTR R Maximum Queue (ft) 116 180 148 Average Queue (ft) 24 86 41 95th Queue (ft)74 158 111 Link Distance (ft)1155 1155 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)410 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 1: CVS Entrance/W Ruritan Rd & Route 460 Movement EB EB EB EB WB WB WB WB NB SB SB Directions Served L T T R L T T R LT LT R Maximum Queue (ft) 134 198 209 9 55 372 372 176 22 180 163 Average Queue (ft) 48 54 64 0 2 122 121 17 3 85 85 95th Queue (ft)101 139 152 5 35 267 267 91 16 160 152 Link Distance (ft)1298 1298 754 754 832 173 Upstream Blk Time (%)2 0 Queuing Penalty (veh)5 0 Storage Bay Dist (ft) 415 248 310 232 165 Storage Blk Time (%)0 1 2 0 2 0 Queuing Penalty (veh)0 0 2 0 3 0 Queuing and Blocking Report 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 19: Valley Gateway Blvd & Route 460 Movement EB EB EB WB WB WB WB NB NB NB Directions Served T T R L L T T L L R Maximum Queue (ft) 227 246 75 57 80 202 198 61 113 41 Average Queue (ft) 68 66 11 16 39 65 63 12 38 6 95th Queue (ft)162 164 51 44 72 156 154 40 89 25 Link Distance (ft)754 754 5103 5103 996 996 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)330 525 525 250 Storage Blk Time (%)1 0 0 Queuing Penalty (veh) 0 0 0 Queuing and Blocking Report 2019 AM Exist Alt 4 AM - updated BACKGROUND 08/02/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 28: Chick-fil-A & W Ruritan Rd Movement SE NW NE Directions Served TR LT R Maximum Queue (ft)52 75 64 Average Queue (ft)4 19 33 95th Queue (ft)32 56 54 Link Distance (ft)1462 173 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Simulation Summary 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:00 7:00 7:00 7:00 7:00 7:00 7:00 End Time 8:15 8:15 8:15 8:15 8:15 8:15 8:15 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 9901 9934 9976 9807 9966 9764 9759 Vehs Exited 9908 9993 9931 9843 9891 9795 9827 Starting Vehs 840 982 927 904 886 927 941 Ending Vehs 833 923 972 868 961 896 873 Travel Distance (mi)21621 21953 22010 21503 22063 21723 21720 Travel Time (hr)919.6 970.1 942.9 925.5 946.1 922.8 935.6 Total Delay (hr)307.3 345.9 320.3 316.5 320.0 307.4 319.9 Total Stops 17621 18341 18282 17763 18096 17726 18014 Fuel Used (gal)737.9 753.7 751.4 735.8 751.5 740.8 744.5 Summary of All Intervals Run Number 7 8 9Gale FSED Facility)\SYNCHRO\3982_AM_2020_Background Avg Start Time 7:00 7:00 7:00 7:00 7:00 End Time 8:15 8:15 8:15 8:15 8:15 Total Time (min)75 75 75 75 75 Time Recorded (min)60 60 60 60 60 # of Intervals 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 Vehs Entered 9823 9791 9690 9883 9840 Vehs Exited 9840 9869 9683 9890 9857 Starting Vehs 895 977 896 951 914 Ending Vehs 878 899 903 944 895 Travel Distance (mi)21834 21719 21563 22010 21793 Travel Time (hr)917.5 935.8 902.1 944.2 932.9 Total Delay (hr)300.4 318.0 291.2 321.3 315.3 Total Stops 17038 17759 16669 18222 17774 Fuel Used (gal)742.5 739.4 731.0 753.8 743.8 Interval #0 Information Seeding Start Time 7:00 End Time 7:15 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 2 Interval #1 Information Recording Start Time 7:15 End Time 7:30 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 2684 2733 2646 2649 2621 2610 2648 Vehs Exited 2533 2694 2608 2578 2556 2564 2567 Starting Vehs 840 982 927 904 886 927 941 Ending Vehs 991 1021 965 975 951 973 1022 Travel Distance (mi)5585 5779 5749 5612 5614 5698 5703 Travel Time (hr)238.7 257.0 241.9 245.4 240.6 246.0 243.0 Total Delay (hr)80.5 92.4 79.3 86.8 81.1 84.5 82.0 Total Stops 4674 5018 4485 4822 4588 4883 4590 Fuel Used (gal) 190.5 198.5 195.8 193.0 191.0 195.7 196.6 Interval #1 Information Recording Start Time 7:15 End Time 7:30 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9Gale FSED Facility)\SYNCHRO\3982_AM_2020_Background Avg Vehs Entered 2675 2624 2571 2647 2644 Vehs Exited 2552 2619 2517 2578 2576 Starting Vehs 895 977 896 951 914 Ending Vehs 1018 982 950 1020 986 Travel Distance (mi) 5715 5617 5545 5741 5669 Travel Time (hr)247.2 245.3 233.1 251.9 244.6 Total Delay (hr)85.6 85.6 76.0 88.8 83.9 Total Stops 4759 4699 4497 4856 4710 Fuel Used (gal) 197.1 192.4 188.8 197.4 194.3 SimTraffic Simulation Summary 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 3 Interval #2 Information Recording Start Time 7:30 End Time 7:45 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2480 2382 2369 2411 2440 2445 2418 Vehs Exited 2522 2471 2466 2497 2469 2541 2524 Starting Vehs 991 1021 965 975 951 973 1022 Ending Vehs 949 932 868 889 922 877 916 Travel Distance (mi)5562 5479 5357 5393 5495 5527 5393 Travel Time (hr)243.4 242.9 229.6 235.6 234.1 232.2 242.6 Total Delay (hr)85.8 87.5 78.3 82.5 77.7 75.6 89.5 Total Stops 4681 4400 4339 4433 4392 4294 4833 Fuel Used (gal) 191.4 189.0 182.7 185.5 186.2 188.4 187.0 Interval #2 Information Recording Start Time 7:30 End Time 7:45 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9Gale FSED Facility)\SYNCHRO\3982_AM_2020_Background Avg Vehs Entered 2362 2360 2405 2418 2403 Vehs Exited 2544 2477 2474 2545 2503 Starting Vehs 1018 982 950 1020 986 Ending Vehs 836 865 881 893 890 Travel Distance (mi)5560 5437 5475 5653 5485 Travel Time (hr)239.0 228.3 231.3 237.8 236.1 Total Delay (hr)81.8 74.2 76.3 78.4 80.7 Total Stops 4507 4201 4253 4459 4433 Fuel Used (gal) 190.9 184.0 186.2 193.4 187.7 SimTraffic Simulation Summary 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 4 Interval #3 Information Recording Start Time 7:45 End Time 8:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2366 2423 2469 2347 2447 2347 2348 Vehs Exited 2473 2445 2387 2356 2431 2325 2403 Starting Vehs 949 932 868 889 922 877 916 Ending Vehs 842 910 950 880 938 899 861 Travel Distance (mi)5281 5310 5400 5155 5360 5285 5333 Travel Time (hr)222.6 233.5 234.2 220.7 232.9 220.5 226.9 Total Delay (hr)73.0 82.2 81.1 74.6 80.6 71.5 75.5 Total Stops 4285 4450 4770 4359 4554 4153 4198 Fuel Used (gal) 180.2 181.4 184.7 176.6 183.4 180.0 181.5 Interval #3 Information Recording Start Time 7:45 End Time 8:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9Gale FSED Facility)\SYNCHRO\3982_AM_2020_Background Avg Vehs Entered 2404 2391 2306 2384 2386 Vehs Exited 2385 2347 2365 2406 2392 Starting Vehs 836 865 881 893 890 Ending Vehs 855 909 822 871 885 Travel Distance (mi)5300 5347 5248 5286 5300 Travel Time (hr)215.2 230.1 217.0 219.3 224.8 Total Delay (hr)65.6 77.7 68.1 70.1 74.5 Total Stops 3857 4349 3896 3983 4257 Fuel Used (gal) 178.6 181.3 175.9 178.4 180.2 SimTraffic Simulation Summary 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 5 Interval #4 Information Recording Start Time 8:00 End Time 8:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2371 2396 2492 2400 2458 2362 2345 Vehs Exited 2380 2383 2470 2412 2435 2365 2333 Starting Vehs 842 910 950 880 938 899 861 Ending Vehs 833 923 972 868 961 896 873 Travel Distance (mi)5193 5385 5505 5343 5594 5212 5290 Travel Time (hr)214.8 236.7 237.2 223.8 238.4 224.1 223.0 Total Delay (hr)68.1 83.9 81.6 72.6 80.6 75.8 73.0 Total Stops 3981 4473 4688 4149 4562 4396 4393 Fuel Used (gal) 175.7 184.7 188.2 180.8 190.8 176.7 179.4 Interval #4 Information Recording Start Time 8:00 End Time 8:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9Gale FSED Facility)\SYNCHRO\3982_AM_2020_Background Avg Vehs Entered 2382 2416 2408 2434 2406 Vehs Exited 2359 2426 2327 2361 2387 Starting Vehs 855 909 822 871 885 Ending Vehs 878 899 903 944 895 Travel Distance (mi)5259 5318 5295 5330 5339 Travel Time (hr)216.1 232.1 220.8 235.2 227.5 Total Delay (hr)67.4 80.5 70.8 84.1 76.2 Total Stops 3915 4510 4023 4924 4365 Fuel Used (gal) 175.9 181.6 180.1 184.6 181.7 Queuing and Blocking Report 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement EB EB EB EB WB WB WB WB B25 B25 NB NB Directions Served L T T R L T T R T T LT R Maximum Queue (ft) 322 301 319 23 164 551 556 249 130 132 58 56 Average Queue (ft) 154 102 121 2 17 296 306 20 10 12 14 16 95th Queue (ft)273 242 267 15 79 525 532 163 90 96 44 46 Link Distance (ft)2253 2253 507 507 1298 1298 740 740 Upstream Blk Time (%)3 3 Queuing Penalty (veh)23 28 Storage Bay Dist (ft) 405 612 172 392 Storage Blk Time (%)0 0 25 7 0 Queuing Penalty (veh) 0 0 3 3 0 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement SB SB SB Directions Served L LTR R Maximum Queue (ft)84 186 160 Average Queue (ft)24 84 41 95th Queue (ft)66 155 115 Link Distance (ft)1155 1155 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)410 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 1: CVS Entrance/W Ruritan Rd & Route 460 Movement EB EB EB EB WB WB WB NB SB SB Directions Served L T T R T T R LT LT R Maximum Queue (ft) 133 259 282 6 440 444 195 34 185 164 Average Queue (ft) 51 57 68 0 133 133 19 3 85 86 95th Queue (ft)109 158 173 3 313 319 105 17 162 153 Link Distance (ft)1298 1298 754 754 832 173 Upstream Blk Time (%)1 0 Queuing Penalty (veh)4 0 Storage Bay Dist (ft) 415 248 232 165 Storage Blk Time (%)0 1 3 0 2 0 Queuing Penalty (veh)0 0 2 0 3 0 Queuing and Blocking Report 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 19: Valley Gateway Blvd & Route 460 Movement EB EB EB WB WB WB WB NB NB NB Directions Served T T R L L T T L L R Maximum Queue (ft) 249 257 129 66 86 216 217 53 102 32 Average Queue (ft) 74 72 12 15 40 69 65 10 39 5 95th Queue (ft)178 182 70 47 77 166 164 36 81 19 Link Distance (ft)754 754 5103 5103 996 996 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)330 525 525 250 Storage Blk Time (%)1 0 0 Queuing Penalty (veh) 0 0 0 Queuing and Blocking Report 2020 AM Background Alt 4 AM - updated BACKGROUND 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 28: Chick-fil-A & W Ruritan Rd Movement SE NW NE Directions Served TR LT R Maximum Queue (ft)45 90 66 Average Queue (ft)3 20 32 95th Queue (ft)23 61 54 Link Distance (ft)1462 173 182 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Simulation Summary 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 7:00 7:00 7:00 7:00 7:00 7:00 7:00 End Time 8:15 8:15 8:15 8:15 8:15 8:15 8:15 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 9975 9926 9851 9949 9719 10013 9776 Vehs Exited 9882 9899 9904 9887 9748 10098 9815 Starting Vehs 864 928 930 898 909 974 926 Ending Vehs 957 955 877 960 880 889 887 Travel Distance (mi)21646 21902 21810 21944 21445 22379 21706 Travel Time (hr)938.4 940.5 932.4 944.4 917.5 991.9 930.7 Total Delay (hr)322.4 318.6 313.8 321.6 309.3 356.7 315.8 Total Stops 18485 18084 18112 18436 17769 19691 17940 Fuel Used (gal)740.0 747.9 743.4 749.8 731.8 775.4 741.0 Summary of All Intervals Run Number 7 8 9 Avg Start Time 7:00 7:00 7:00 7:00 End Time 8:15 8:15 8:15 8:15 Total Time (min)75 75 75 75 Time Recorded (min)60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 9706 9729 9733 9836 Vehs Exited 9721 9759 9692 9840 Starting Vehs 880 903 894 902 Ending Vehs 865 873 935 905 Travel Distance (mi)21657 21427 21205 21712 Travel Time (hr)914.9 908.6 895.6 931.5 Total Delay (hr)300.4 299.9 294.9 315.3 Total Stops 17282 17436 17317 18059 Fuel Used (gal)736.6 726.3 723.4 741.6 Interval #0 Information Seeding Start Time 7:00 End Time 7:15 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 2 Interval #1 Information Recording1 Start Time 7:15 End Time 7:30 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 2718 2672 2670 2619 2573 2622 2640 Vehs Exited 2558 2574 2613 2500 2547 2545 2554 Starting Vehs 864 928 930 898 909 974 926 Ending Vehs 1024 1026 987 1017 935 1051 1012 Travel Distance (mi) 5735 5668 5745 5651 5650 5685 5460 Travel Time (hr)249.4 244.9 249.4 245.3 244.5 252.6 240.6 Total Delay (hr)86.6 83.8 86.9 85.2 84.6 91.3 85.1 Total Stops 4909 4666 4792 4872 4733 5194 4843 Fuel Used (gal) 196.4 193.3 197.5 193.4 193.6 197.7 188.5 Interval #1 Information Recording1 Start Time 7:15 End Time 7:30 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 2580 2635 2529 2624 Vehs Exited 2502 2540 2507 2540 Starting Vehs 880 903 894 902 Ending Vehs 958 998 916 985 Travel Distance (mi)5679 5664 5390 5633 Travel Time (hr)242.3 243.4 226.9 243.9 Total Delay (hr)81.4 83.2 74.2 84.2 Total Stops 4478 4676 4375 4755 Fuel Used (gal) 194.4 194.2 183.9 193.3 SimTraffic Simulation Summary 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 3 Interval #2 Information Recording2 Start Time 7:30 End Time 7:45 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2375 2315 2347 2422 2364 2524 2390 Vehs Exited 2553 2455 2435 2518 2386 2568 2507 Starting Vehs 1024 1026 987 1017 935 1051 1012 Ending Vehs 846 886 899 921 913 1007 895 Travel Distance (mi)5440 5382 5241 5454 5253 5688 5569 Travel Time (hr)235.2 233.0 223.1 233.7 230.8 256.6 242.6 Total Delay (hr)80.7 80.8 74.4 78.2 82.2 95.3 85.5 Total Stops 4375 4542 4393 4541 4587 5193 4711 Fuel Used (gal) 185.2 184.9 180.1 185.6 181.1 198.7 191.4 Interval #2 Information Recording2 Start Time 7:30 End Time 7:45 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2325 2354 2429 0 Vehs Exited 2412 2479 2500 0 Starting Vehs 958 998 916 0 Ending Vehs 871 873 845 0 Travel Distance (mi)5291 5471 5340 0 Travel Time (hr)222.7 234.9 230.5 0.0 Total Delay (hr)72.6 79.9 78.5 0.0 Total Stops 4344 4454 4455 0 Fuel Used (gal) 178.8 187.2 183.1 0.0 SimTraffic Simulation Summary 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 4 Interval #3 Information Recording3 Start Time 7:45 End Time 8:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2443 2427 2424 2450 2364 2492 2334 Vehs Exited 2395 2452 2451 2416 2393 2574 2369 Starting Vehs 846 886 899 921 913 1007 895 Ending Vehs 894 861 872 955 884 925 860 Travel Distance (mi)5218 5327 5456 5274 5307 5691 5309 Travel Time (hr)219.8 223.6 227.4 226.9 225.7 246.5 222.5 Total Delay (hr)70.7 72.2 72.6 76.8 75.1 85.3 72.6 Total Stops 4194 4212 4191 4535 4407 4737 4152 Fuel Used (gal) 176.8 180.9 183.0 179.1 181.4 195.7 179.7 Interval #3 Information Recording3 Start Time 7:45 End Time 8:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2393 2330 2307 0 Vehs Exited 2404 2392 2284 0 Starting Vehs 871 873 845 0 Ending Vehs 860 811 868 0 Travel Distance (mi)5422 5131 5142 0 Travel Time (hr)229.0 212.0 212.0 0.0 Total Delay (hr)74.7 65.8 66.5 0.0 Total Stops 4259 4038 3972 0 Fuel Used (gal) 184.9 170.9 173.7 0.0 SimTraffic Simulation Summary 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 5 Interval #4 Information Recording4 Start Time 8:00 End Time 8:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2439 2512 2410 2458 2418 2375 2412 Vehs Exited 2376 2418 2405 2453 2422 2411 2385 Starting Vehs 894 861 872 955 884 925 860 Ending Vehs 957 955 877 960 880 889 887 Travel Distance (mi)5253 5525 5369 5566 5236 5315 5368 Travel Time (hr)234.0 239.0 232.4 238.5 216.5 236.3 225.1 Total Delay (hr)84.4 81.8 80.0 81.4 67.4 84.8 72.5 Total Stops 5007 4664 4736 4488 4042 4567 4234 Fuel Used (gal) 181.5 188.8 182.9 191.7 175.7 183.2 181.4 Interval #4 Information Recording4 Start Time 8:00 End Time 8:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2408 2410 2468 0 Vehs Exited 2403 2348 2401 0 Starting Vehs 860 811 868 0 Ending Vehs 865 873 935 0 Travel Distance (mi)5265 5161 5334 0 Travel Time (hr)220.8 218.3 226.2 0.0 Total Delay (hr)71.7 71.0 75.7 0.0 Total Stops 4201 4268 4515 0 Fuel Used (gal) 178.5 174.0 182.7 0.0 Queuing and Blocking Report 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 6 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement EB EB EB EB WB WB WB WB B25 B25 NB NB Directions Served L T T R L T T R T T LT R Maximum Queue (ft) 340 328 343 19 170 549 551 314 78 101 58 63 Average Queue (ft) 153 96 114 1 23 316 325 31 9 10 15 14 95th Queue (ft)283 238 250 10 100 566 574 204 63 75 45 43 Link Distance (ft)2253 2253 507 507 1298 1298 740 740 Upstream Blk Time (%)4 4 Queuing Penalty (veh)34 35 Storage Bay Dist (ft) 405 612 172 392 Storage Blk Time (%)0 0 0 25 9 0 Queuing Penalty (veh) 0 0 0 3 4 1 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement SB SB SB Directions Served L LTR R Maximum Queue (ft)89 185 153 Average Queue (ft)21 88 41 95th Queue (ft)63 157 115 Link Distance (ft)1155 1155 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)410 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 6 Intersection: 1: CVS Entrance/W Ruritan Rd & Route 460 Movement EB EB EB EB B25 WB WB WB WB NB SB SB Directions Served L T T R T L T T R LT LT R Maximum Queue (ft) 148 245 240 4 2 33 459 477 176 25 184 163 Average Queue (ft) 61 63 69 0 0 1 157 155 28 2 84 86 95th Queue (ft)125 166 165 3 2 26 357 366 130 14 158 153 Link Distance (ft)1298 1298 507 754 754 832 173 Upstream Blk Time (%)0 1 0 Queuing Penalty (veh)0 3 0 Storage Bay Dist (ft) 415 248 310 232 165 Storage Blk Time (%)0 0 2 4 0 1 0 Queuing Penalty (veh)0 0 0 4 1 2 0 Queuing and Blocking Report 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 6 Intersection: 19: Valley Gateway Blvd & Route 460 Movement EB EB EB WB WB WB WB NB NB NB Directions Served T T R L L T T L L R Maximum Queue (ft) 282 269 108 55 80 197 206 64 96 37 Average Queue (ft) 74 73 14 16 40 68 68 12 42 6 95th Queue (ft)187 183 74 46 75 158 165 40 85 23 Link Distance (ft)754 754 5103 5103 996 996 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)330 525 525 250 Storage Blk Time (%)1 0 0 Queuing Penalty (veh) 0 0 0 Queuing and Blocking Report 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 6 Intersection: 28: Chick-fil-A & W Ruritan Rd Movement SE NW NE Directions Served TR LT R Maximum Queue (ft)36 102 69 Average Queue (ft)2 23 33 95th Queue (ft)16 69 57 Link Distance (ft)7 173 182 Upstream Blk Time (%) 1 0 Queuing Penalty (veh) 1 0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2020 AM Buildout Alt 4 AM - updated volumes 07/29/2019 Route 460 - Roanoke City & County SimTraffic Report vtwh Page 6 Intersection: 29: W Ruritan Rd & Site Movement SE SW Directions Served LT LR Maximum Queue (ft)45 30 Average Queue (ft)2 6 95th Queue (ft)29 25 Link Distance (ft)1405 84 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Simulation Summary 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:15 4:15 4:15 4:15 4:15 4:15 4:15 End Time 5:30 5:30 5:30 5:30 5:30 5:30 5:30 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 11285 11392 11444 11241 11198 11338 11450 Vehs Exited 11235 11295 11420 11217 11164 11427 11454 Starting Vehs 1086 1037 1129 1086 1034 1096 1078 Ending Vehs 1136 1134 1153 1110 1068 1007 1074 Travel Distance (mi) 23800 24056 24276 23823 23279 23886 24011 Travel Time (hr)1108.9 1137.7 1193.2 1117.2 1054.9 1123.2 1113.4 Total Delay (hr)424.4 446.4 495.9 432.4 385.1 436.1 423.8 Total Stops 22223 23279 25195 22500 20794 22657 22049 Fuel Used (gal)837.8 852.0 870.5 845.8 812.3 844.0 843.2 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:15 4:15 4:15 4:15 End Time 5:30 5:30 5:30 5:30 Total Time (min)75 75 75 75 Time Recorded (min)60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 11374 11275 11258 11319 Vehs Exited 11455 11159 11275 11309 Starting Vehs 1107 995 1079 1071 Ending Vehs 1026 1111 1062 1080 Travel Distance (mi) 24050 23662 23814 23866 Travel Time (hr)1123.3 1122.1 1143.4 1123.7 Total Delay (hr)431.4 441.5 458.5 437.6 Total Stops 22844 22664 23569 22772 Fuel Used (gal)847.9 839.0 850.1 844.3 Interval #0 Information Seeding Start Time 4:15 End Time 4:30 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 2 Interval #1 Information Recording1 Start Time 4:30 End Time 4:45 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 2919 3030 3064 3014 2924 3107 3073 Vehs Exited 2834 2891 2944 2910 2872 2933 2927 Starting Vehs 1086 1037 1129 1086 1034 1096 1078 Ending Vehs 1171 1176 1249 1190 1086 1270 1224 Travel Distance (mi) 5945 6135 6309 6188 5956 6224 6238 Travel Time (hr)280.2 280.0 304.9 294.4 270.6 294.6 283.2 Total Delay (hr)108.2 103.0 124.0 116.3 98.6 116.0 104.7 Total Stops 5854 5476 6310 6119 5261 5967 5581 Fuel Used (gal) 208.6 214.9 227.1 219.3 208.7 219.4 216.2 Interval #1 Information Recording1 Start Time 4:30 End Time 4:45 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 3056 3047 3036 3018 Vehs Exited 2917 2808 2942 2896 Starting Vehs 1107 995 1079 1071 Ending Vehs 1246 1234 1173 1196 Travel Distance (mi) 6270 6056 6110 6143 Travel Time (hr)300.5 282.9 290.1 288.1 Total Delay (hr)120.5 108.5 114.3 111.4 Total Stops 6241 5726 5991 5850 Fuel Used (gal) 221.9 213.3 217.5 216.7 SimTraffic Simulation Summary 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 3 Interval #2 Information Recording2 Start Time 4:45 End Time 5:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2856 2852 2708 2752 2691 2807 2838 Vehs Exited 2908 2827 2847 2868 2795 2980 2891 Starting Vehs 1171 1176 1249 1190 1086 1270 1224 Ending Vehs 1119 1201 1110 1074 982 1097 1171 Travel Distance (mi) 6084 6005 5932 5831 5754 6125 6055 Travel Time (hr)280.2 292.0 289.3 279.2 257.2 296.6 288.4 Total Delay (hr)105.7 119.5 118.6 110.9 92.2 120.7 114.5 Total Stops 5557 6211 5901 5576 4928 6111 5770 Fuel Used (gal) 213.1 214.1 211.9 208.1 200.2 220.7 215.6 Interval #2 Information Recording2 Start Time 4:45 End Time 5:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2826 2690 2714 2770 Vehs Exited 2959 2837 2775 2869 Starting Vehs 1246 1234 1173 1196 Ending Vehs 1113 1087 1112 1099 Travel Distance (mi) 5988 5804 5895 5947 Travel Time (hr)285.3 274.1 287.6 283.0 Total Delay (hr)112.6 106.8 117.7 111.9 Total Stops 5964 5515 5967 5751 Fuel Used (gal) 213.4 205.6 210.6 211.3 SimTraffic Simulation Summary 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 4 Interval #3 Information Recording3 Start Time 5:00 End Time 5:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2732 2712 2840 2669 2732 2746 2753 Vehs Exited 2730 2785 2793 2716 2649 2756 2873 Starting Vehs 1119 1201 1110 1074 982 1097 1171 Ending Vehs 1121 1128 1157 1027 1065 1087 1051 Travel Distance (mi) 5869 5927 5992 5928 5533 5867 5815 Travel Time (hr)265.6 280.9 298.4 271.3 247.3 266.3 267.9 Total Delay (hr)96.8 110.6 126.2 101.9 87.7 97.7 100.1 Total Stops 5098 5806 6539 5324 4882 5169 5314 Fuel Used (gal) 205.6 210.3 214.7 210.1 191.2 205.5 203.7 Interval #3 Information Recording3 Start Time 5:00 End Time 5:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2760 2785 2734 2741 Vehs Exited 2797 2705 2720 2751 Starting Vehs 1113 1087 1112 1099 Ending Vehs 1076 1167 1126 1091 Travel Distance (mi) 5996 5902 5882 5871 Travel Time (hr)274.9 281.5 288.9 274.3 Total Delay (hr)101.9 111.9 119.4 105.4 Total Stops 5488 5702 6084 5542 Fuel Used (gal) 210.3 209.9 211.7 207.3 SimTraffic Simulation Summary 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 5 Interval #4 Information Recording4 Start Time 5:15 End Time 5:30 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2778 2798 2832 2806 2851 2678 2786 Vehs Exited 2763 2792 2836 2723 2848 2758 2763 Starting Vehs 1121 1128 1157 1027 1065 1087 1051 Ending Vehs 1136 1134 1153 1110 1068 1007 1074 Travel Distance (mi) 5902 5988 6043 5876 6036 5670 5904 Travel Time (hr)282.9 284.8 300.5 272.3 279.7 265.7 273.9 Total Delay (hr)113.7 113.2 127.1 103.3 106.6 101.7 104.5 Total Stops 5714 5786 6445 5481 5723 5410 5384 Fuel Used (gal) 210.6 212.7 216.9 208.3 212.3 198.4 207.7 Interval #4 Information Recording4 Start Time 5:15 End Time 5:30 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2732 2753 2774 2776 Vehs Exited 2782 2809 2838 2795 Starting Vehs 1076 1167 1126 1091 Ending Vehs 1026 1111 1062 1080 Travel Distance (mi) 5797 5900 5928 5904 Travel Time (hr)262.6 283.7 276.8 278.3 Total Delay (hr)96.3 114.3 107.0 108.8 Total Stops 5151 5721 5527 5633 Fuel Used (gal) 202.3 210.3 210.3 209.0 Queuing and Blocking Report 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement EB EB EB EB WB WB WB WB B26 B26 NB NB Directions Served L T T R L T T R T T LT R Maximum Queue (ft) 251 466 467 20 170 568 583 274 25 33 111 89 Average Queue (ft) 75 187 204 2 45 302 309 13 1 1 42 32 95th Queue (ft)165 362 376 12 124 566 574 126 16 20 89 67 Link Distance (ft)2282 2282 551 551 1278 1278 496 496 Upstream Blk Time (%)1 1 Queuing Penalty (veh)5 6 Storage Bay Dist (ft) 405 612 172 392 Storage Blk Time (%)0 1 0 22 8 0 Queuing Penalty (veh) 0 1 0 9 2 0 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement SB SB SB Directions Served L LTR R Maximum Queue (ft) 173 249 227 Average Queue (ft) 64 164 126 95th Queue (ft)132 235 219 Link Distance (ft)1078 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)410 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 1: CVS Entrance/W Ruritan Rd & Route 460 Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served L T T R L T T R LT R LT R Maximum Queue (ft) 251 323 341 184 161 678 688 232 76 61 172 162 Average Queue (ft) 105 118 138 14 17 294 306 78 23 15 78 42 95th Queue (ft)201 248 269 86 88 596 618 231 59 41 142 101 Link Distance (ft)1278 1278 749 749 624 174 Upstream Blk Time (%)0 0 1 0 Queuing Penalty (veh)1 2 1 0 Storage Bay Dist (ft) 415 248 310 232 106 165 Storage Blk Time (%)0 1 0 0 13 18 0 0 0 1 0 Queuing Penalty (veh)0 1 0 0 1 22 2 0 0 1 0 Queuing and Blocking Report 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 20: Valley Gateway Blvd & Route 460 Movement EB EB EB EB WB WB WB WB NB NB NB Directions Served U T T R L L T T L L R Maximum Queue (ft)30 310 320 139 120 137 215 235 118 143 69 Average Queue (ft)2 99 99 26 57 73 60 58 42 75 17 95th Queue (ft)20 227 230 78 105 119 153 159 98 131 46 Link Distance (ft)749 749 5095 5095 1123 1123 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 172 330 525 525 250 Storage Blk Time (%)0 2 0 0 Queuing Penalty (veh)0 0 0 0 Queuing and Blocking Report 2019 PM Exist Alt 4 PM - with updated volumes 08/01/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 29: Chick-fil-A & W Ruritan Rd Movement SE NW NE Directions Served TR LT R Maximum Queue (ft)17 108 70 Average Queue (ft)1 19 34 95th Queue (ft)8 67 57 Link Distance (ft) 1462 174 181 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Simulation Summary 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:15 4:15 4:15 4:15 4:15 4:15 4:15 End Time 5:30 5:30 5:30 5:30 5:30 5:30 5:30 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 11312 11424 11349 11427 11324 11376 11462 Vehs Exited 11259 11385 11364 11485 11254 11379 11442 Starting Vehs 1014 1061 1076 1113 1038 1114 1114 Ending Vehs 1067 1100 1061 1055 1108 1111 1134 Travel Distance (mi) 24158 24115 23981 24153 23694 24238 24269 Travel Time (hr)1162.0 1128.3 1115.5 1146.1 1105.9 1139.9 1161.6 Total Delay (hr)468.8 435.7 426.5 452.7 424.1 445.5 464.0 Total Stops 24430 22869 22586 23617 22437 23219 24154 Fuel Used (gal)858.8 854.3 843.8 860.2 837.5 860.6 863.4 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:15 4:15 4:15 4:15 End Time 5:30 5:30 5:30 5:30 Total Time (min)75 75 75 75 Time Recorded (min)60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 11431 11311 11366 11373 Vehs Exited 11414 11371 11367 11372 Starting Vehs 1076 1086 1078 1079 Ending Vehs 1093 1026 1077 1081 Travel Distance (mi) 23649 24094 24004 24035 Travel Time (hr)1122.9 1120.6 1148.1 1135.1 Total Delay (hr)440.9 427.9 457.5 444.4 Total Stops 22887 22815 23882 23285 Fuel Used (gal)837.2 846.7 853.1 851.6 Interval #0 Information Seeding Start Time 4:15 End Time 4:30 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 2 Interval #1 Information RecordinRecording1 Start Time 4:30 End Time 4:45 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 3003 3121 3042 3126 3047 2982 2998 Vehs Exited 2843 2882 2912 2910 2933 2872 2916 Starting Vehs 1014 1061 1076 1113 1038 1114 1114 Ending Vehs 1174 1300 1206 1329 1152 1224 1196 Travel Distance (mi) 6092 6191 6144 6310 6133 6142 6169 Travel Time (hr)290.8 292.9 290.2 305.8 281.3 300.1 285.6 Total Delay (hr)116.3 114.6 113.4 124.7 104.8 123.8 108.5 Total Stops 5962 6134 5984 6486 5724 6369 5674 Fuel Used (gal) 217.0 221.4 218.1 226.2 215.5 220.6 218.4 Interval #1 Information RecordinRecording1 Start Time 4:30 End Time 4:45 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 3078 3075 3018 3045 Vehs Exited 2933 2943 2852 2901 Starting Vehs 1076 1086 1078 1079 Ending Vehs 1221 1218 1244 1220 Travel Distance (mi) 6112 6321 6064 6168 Travel Time (hr)286.5 299.5 296.7 292.9 Total Delay (hr)110.6 118.2 122.6 115.7 Total Stops 5854 6257 6561 6102 Fuel Used (gal) 215.9 224.8 216.3 219.4 SimTraffic Simulation Summary 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 3 Interval #2 Information Recording2 Start Time 4:45 End Time 5:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2848 2779 2725 2778 2742 2796 2827 Vehs Exited 2875 2951 2850 2978 2841 2928 2847 Starting Vehs 1174 1300 1206 1329 1152 1224 1196 Ending Vehs 1147 1128 1081 1129 1053 1092 1176 Travel Distance (mi) 6100 6119 5953 6165 5885 6183 6053 Travel Time (hr)293.9 293.5 276.0 298.2 274.4 290.7 290.0 Total Delay (hr)119.0 117.7 105.1 120.8 105.0 113.9 116.3 Total Stops 6256 5938 5565 6095 5596 5989 6075 Fuel Used (gal) 214.3 219.9 209.1 220.2 208.4 220.0 214.2 Interval #2 Information Recording2 Start Time 4:45 End Time 5:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2761 2785 2765 2780 Vehs Exited 2879 2913 2914 2899 Starting Vehs 1221 1218 1244 1220 Ending Vehs 1103 1090 1095 1101 Travel Distance (mi) 5859 6020 6114 6045 Travel Time (hr)286.0 283.9 296.2 288.3 Total Delay (hr)116.8 110.8 120.4 114.6 Total Stops 6039 5804 6242 5959 Fuel Used (gal) 210.9 212.0 218.7 214.8 SimTraffic Simulation Summary 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 4 Interval #3 Information Recording3 Start Time 5:00 End Time 5:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2770 2733 2795 2706 2771 2764 2801 Vehs Exited 2744 2756 2707 2799 2729 2796 2838 Starting Vehs 1147 1128 1081 1129 1053 1092 1176 Ending Vehs 1173 1105 1169 1036 1095 1060 1139 Travel Distance (mi) 6041 5984 5895 5864 5735 5995 6048 Travel Time (hr)295.8 275.8 270.7 273.3 268.9 275.1 296.4 Total Delay (hr)122.3 104.3 101.4 105.2 103.5 103.7 122.4 Total Stops 6401 5536 5393 5631 5383 5405 6243 Fuel Used (gal) 216.7 210.2 206.7 208.4 202.7 210.4 218.0 Interval #3 Information Recording3 Start Time 5:00 End Time 5:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2782 2767 2789 2769 Vehs Exited 2812 2731 2816 2773 Starting Vehs 1103 1090 1095 1101 Ending Vehs 1073 1126 1068 1098 Travel Distance (mi) 5841 5898 5977 5928 Travel Time (hr)282.2 270.5 278.0 278.7 Total Delay (hr)113.5 100.8 106.1 108.3 Total Stops 5670 5521 5491 5667 Fuel Used (gal) 206.2 205.3 210.1 209.5 SimTraffic Simulation Summary 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 5 Interval #4 Information Recording4 Start Time 5:15 End Time 5:30 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2691 2791 2787 2817 2764 2834 2836 Vehs Exited 2797 2796 2895 2798 2751 2783 2841 Starting Vehs 1173 1105 1169 1036 1095 1060 1139 Ending Vehs 1067 1100 1061 1055 1108 1111 1134 Travel Distance (mi) 5926 5821 5988 5814 5941 5918 6000 Travel Time (hr)281.4 266.1 278.6 268.9 281.3 274.1 289.7 Total Delay (hr)111.3 99.1 106.6 102.0 110.8 104.1 116.8 Total Stops 5811 5261 5644 5405 5734 5456 6162 Fuel Used (gal) 210.8 202.8 210.0 205.5 210.8 209.6 212.7 Interval #4 Information Recording4 Start Time 5:15 End Time 5:30 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2810 2684 2794 2780 Vehs Exited 2790 2784 2785 2800 Starting Vehs 1073 1126 1068 1098 Ending Vehs 1093 1026 1077 1081 Travel Distance (mi) 5838 5855 5849 5895 Travel Time (hr)268.2 266.7 277.2 275.2 Total Delay (hr)100.0 98.1 108.4 105.7 Total Stops 5324 5233 5588 5568 Fuel Used (gal) 204.3 204.5 207.9 207.9 Queuing and Blocking Report 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement EB EB EB EB WB WB WB WB B26 B26 NB NB Directions Served L T T R L T T R T T LT R Maximum Queue (ft) 219 536 525 18 171 572 580 274 30 32 105 102 Average Queue (ft) 74 200 216 2 47 313 320 8 1 1 43 32 95th Queue (ft)157 374 380 11 125 589 598 102 19 20 89 73 Link Distance (ft)2282 2282 551 551 1278 1278 496 496 Upstream Blk Time (%)1 1 Queuing Penalty (veh)7 8 Storage Bay Dist (ft) 405 612 172 392 Storage Blk Time (%)1 0 0 22 10 0 Queuing Penalty (veh)1 0 0 9 2 0 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement SB SB SB Directions Served L LTR R Maximum Queue (ft) 175 274 235 Average Queue (ft) 68 170 127 95th Queue (ft)137 243 224 Link Distance (ft)1078 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)410 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 1: CVS Entrance/W Ruritan Rd & Route 460 Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served L T T R L T T R LT R LT R Maximum Queue (ft) 241 324 334 182 207 717 723 232 90 68 163 133 Average Queue (ft) 101 120 137 14 17 320 327 78 25 16 79 44 95th Queue (ft)190 249 271 83 88 624 639 224 65 43 142 99 Link Distance (ft)1278 1278 749 749 624 174 Upstream Blk Time (%)0 0 0 0 Queuing Penalty (veh)1 1 1 0 Storage Bay Dist (ft) 415 248 310 232 106 165 Storage Blk Time (%)0 0 2 0 0 15 21 0 0 0 1 0 Queuing Penalty (veh)0 0 1 0 0 2 25 2 0 0 0 0 Queuing and Blocking Report 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 20: Valley Gateway Blvd & Route 460 Movement EB EB EB EB WB WB WB WB NB NB NB Directions Served U T T R L L T T L L R Maximum Queue (ft)14 322 321 157 124 136 221 226 134 158 66 Average Queue (ft)1 100 102 29 62 79 74 65 47 79 17 95th Queue (ft)9 232 234 106 112 126 177 174 105 135 45 Link Distance (ft) 749 749 5095 5095 1123 1123 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 172 330 525 525 250 Storage Blk Time (%)2 0 0 Queuing Penalty (veh)0 0 0 Queuing and Blocking Report 2020 PM Background Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 29: Chick-fil-A & W Ruritan Rd Movement SE NW NE Directions Served TR LT R Maximum Queue (ft)7 104 71 Average Queue (ft) 0 16 35 95th Queue (ft)8 61 59 Link Distance (ft) 1462 174 181 Upstream Blk Time (%)0 Queuing Penalty (veh)0 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) SimTraffic Simulation Summary 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 1 Summary of All Intervals Run Number 1 10 2 3 4 5 6 Start Time 4:15 4:15 4:15 4:15 4:15 4:15 4:15 End Time 5:30 5:30 5:30 5:30 5:30 5:30 5:30 Total Time (min)75 75 75 75 75 75 75 Time Recorded (min)60 60 60 60 60 60 60 # of Intervals 5 5 5 5 5 5 5 # of Recorded Intervals 4 4 4 4 4 4 4 Vehs Entered 11397 11493 11240 11325 11582 11416 11488 Vehs Exited 11452 11330 11161 11370 11448 11496 11476 Starting Vehs 1056 1059 1025 1097 976 1099 1094 Ending Vehs 1001 1222 1104 1052 1110 1019 1106 Travel Distance (mi) 24360 24135 23408 23635 23862 24026 24190 Travel Time (hr)1148.6 1147.3 1080.3 1096.7 1134.0 1122.5 1127.4 Total Delay (hr)448.5 453.3 406.9 416.5 448.0 431.3 433.3 Total Stops 23340 23501 21357 22025 23557 22589 23061 Fuel Used (gal)865.9 855.4 822.4 831.3 845.6 848.3 856.1 Summary of All Intervals Run Number 7 8 9 Avg Start Time 4:15 4:15 4:15 4:15 End Time 5:30 5:30 5:30 5:30 Total Time (min)75 75 75 75 Time Recorded (min)60 60 60 60 # of Intervals 5 5 5 5 # of Recorded Intervals 4 4 4 4 Vehs Entered 11295 11278 11461 11398 Vehs Exited 11281 11243 11425 11367 Starting Vehs 1097 1082 1015 1057 Ending Vehs 1111 1117 1051 1085 Travel Distance (mi) 23936 23879 24095 23953 Travel Time (hr)1116.2 1147.7 1132.8 1125.4 Total Delay (hr)430.1 461.4 441.3 437.0 Total Stops 22625 24025 23266 22936 Fuel Used (gal)843.6 849.2 852.5 847.0 Interval #0 Information Seeding Start Time 4:15 End Time 4:30 Total Time (min)15 Volumes adjusted by Growth Factors. No data recorded this interval. SimTraffic Simulation Summary 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 2 Interval #1 Information Recording1 Start Time 4:30 End Time 4:45 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 1 10 2 3 4 5 6 Vehs Entered 3072 3030 2991 3102 3139 3026 3091 Vehs Exited 2913 2859 2904 2970 2901 2931 2957 Starting Vehs 1056 1059 1025 1097 976 1099 1094 Ending Vehs 1215 1230 1112 1229 1214 1194 1228 Travel Distance (mi) 6280 6089 6060 6165 6201 6262 6226 Travel Time (hr)301.5 292.0 277.6 298.5 293.8 288.3 294.1 Total Delay (hr)120.9 116.7 103.6 120.7 115.7 108.8 115.2 Total Stops 6311 6111 5475 6238 6086 5669 6094 Fuel Used (gal) 224.3 217.2 212.8 219.6 220.3 220.2 221.4 Interval #1 Information Recording1 Start Time 4:30 End Time 4:45 Total Time (min)15 Volumes adjusted by PHF, Growth Factors. Run Number 7 8 9 Avg Vehs Entered 2990 3116 3076 0 Vehs Exited 2935 2952 2921 0 Starting Vehs 1097 1082 1015 0 Ending Vehs 1152 1246 1170 0 Travel Distance (mi) 6181 6257 6145 0 Travel Time (hr)294.2 301.1 287.9 0.0 Total Delay (hr)116.9 120.8 111.2 0.0 Total Stops 6089 6393 5901 0 Fuel Used (gal) 220.6 222.6 217.7 0.0 SimTraffic Simulation Summary 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 3 Interval #2 Information Recording2 Start Time 4:45 End Time 5:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2855 2775 2721 2708 2812 2841 2819 Vehs Exited 2918 2920 2744 2901 2899 2903 2934 Starting Vehs 1215 1230 1112 1229 1214 1194 1228 Ending Vehs 1152 1085 1089 1036 1127 1132 1113 Travel Distance (mi) 6153 5996 5808 5916 5982 6104 6034 Travel Time (hr)292.8 282.8 268.2 278.1 285.1 289.1 285.3 Total Delay (hr)116.3 110.5 101.5 107.7 113.2 113.9 112.0 Total Stops 5967 5604 5296 5595 5871 5903 5826 Fuel Used (gal) 219.4 212.9 204.5 208.2 212.4 217.4 215.1 Interval #2 Information Recording2 Start Time 4:45 End Time 5:00 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2710 2757 2807 0 Vehs Exited 2847 2860 2912 0 Starting Vehs 1152 1246 1170 0 Ending Vehs 1015 1143 1065 0 Travel Distance (mi) 5908 5951 6031 0 Travel Time (hr)268.6 291.7 284.1 0.0 Total Delay (hr)99.9 120.9 110.3 0.0 Total Stops 5232 6355 5854 0 Fuel Used (gal) 206.4 213.4 213.8 0.0 SimTraffic Simulation Summary 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 4 Interval #3 Information Recording3 Start Time 5:00 End Time 5:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2699 2858 2739 2729 2827 2840 2786 Vehs Exited 2749 2764 2740 2732 2803 2879 2797 Starting Vehs 1152 1085 1089 1036 1127 1132 1113 Ending Vehs 1102 1179 1088 1033 1151 1093 1102 Travel Distance (mi) 6054 5953 5833 5760 5798 5928 6022 Travel Time (hr)284.7 278.1 270.2 259.0 272.7 277.3 276.0 Total Delay (hr)111.2 106.6 102.0 93.4 105.9 106.6 104.0 Total Stops 5746 5659 5458 5087 5663 5617 5609 Fuel Used (gal) 215.5 209.2 204.9 201.2 203.7 209.6 211.5 Interval #3 Information Recording3 Start Time 5:00 End Time 5:15 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2763 2639 2796 0 Vehs Exited 2667 2642 2755 0 Starting Vehs 1015 1143 1065 0 Ending Vehs 1111 1140 1106 0 Travel Distance (mi) 5827 5750 5950 0 Travel Time (hr)265.5 275.8 277.2 0.0 Total Delay (hr)98.2 110.8 107.1 0.0 Total Stops 5292 5666 5649 0 Fuel Used (gal) 203.1 204.9 209.0 0.0 SimTraffic Simulation Summary 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 5 Interval #4 Information Recording4 Start Time 5:15 End Time 5:30 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 1 10 2 3 4 5 6 Vehs Entered 2771 2830 2789 2786 2804 2709 2792 Vehs Exited 2872 2787 2773 2767 2845 2783 2788 Starting Vehs 1102 1179 1088 1033 1151 1093 1102 Ending Vehs 1001 1222 1104 1052 1110 1019 1106 Travel Distance (mi) 5873 6096 5707 5794 5881 5731 5909 Travel Time (hr)269.5 294.5 264.3 261.0 282.4 267.8 271.9 Total Delay (hr)100.1 119.5 99.7 94.7 113.2 101.9 102.1 Total Stops 5316 6127 5128 5105 5937 5400 5532 Fuel Used (gal) 206.6 216.2 200.2 202.3 209.2 201.1 208.1 Interval #4 Information Recording4 Start Time 5:15 End Time 5:30 Total Time (min)15 Volumes adjusted by Growth Factors, Anti PHF. Run Number 7 8 9 Avg Vehs Entered 2832 2766 2782 0 Vehs Exited 2832 2789 2837 0 Starting Vehs 1111 1140 1106 0 Ending Vehs 1111 1117 1051 0 Travel Distance (mi) 6020 5921 5969 0 Travel Time (hr)287.9 279.1 283.6 0.0 Total Delay (hr)115.0 108.8 112.6 0.0 Total Stops 6012 5611 5862 0 Fuel Used (gal) 213.5 208.3 212.0 0.0 Queuing and Blocking Report 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement EB EB EB EB WB WB WB WB B26 B26 NB NB Directions Served L T T R L T T R T T LT R Maximum Queue (ft) 285 497 508 16 170 570 574 195 47 51 109 80 Average Queue (ft) 74 192 207 3 44 296 302 8 3 3 46 30 95th Queue (ft)181 372 380 12 120 561 562 101 38 46 95 66 Link Distance (ft)2282 2282 551 551 1278 1278 496 496 Upstream Blk Time (%)1 1 Queuing Penalty (veh)4 4 Storage Bay Dist (ft) 405 612 172 392 Storage Blk Time (%)0 1 0 0 21 8 0 Queuing Penalty (veh) 0 1 0 0 8 2 0 Intersection: 55: Mexico Way NE/Blue Hills Dr NE & Route 460 Movement SB SB SB Directions Served L LTR R Maximum Queue (ft) 164 252 219 Average Queue (ft) 66 163 122 95th Queue (ft)132 228 211 Link Distance (ft)1078 1078 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft)410 Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 1: CVS Entrance/W Ruritan Rd & Route 460 Movement EB EB EB EB WB WB WB WB NB NB SB SB Directions Served L T T R L T T R LT R LT R Maximum Queue (ft) 238 399 408 182 148 650 677 232 91 68 174 158 Average Queue (ft) 105 128 147 18 14 295 308 82 26 15 88 48 95th Queue (ft)196 296 317 104 77 580 603 234 69 44 155 107 Link Distance (ft)1278 1278 749 749 624 174 Upstream Blk Time (%)0 0 2 0 Queuing Penalty (veh)1 0 3 0 Storage Bay Dist (ft) 415 248 310 232 106 165 Storage Blk Time (%)0 2 0 0 12 17 0 0 0 2 0 Queuing Penalty (veh)0 1 0 0 1 22 2 0 0 2 0 Queuing and Blocking Report 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 20: Valley Gateway Blvd & Route 460 Movement EB EB EB EB WB WB WB WB NB NB NB Directions Served U T T R L L T T L L R Maximum Queue (ft)14 338 330 176 138 151 221 231 129 146 74 Average Queue (ft)1 107 104 29 63 79 64 62 44 72 16 95th Queue (ft)8 249 246 110 115 129 163 164 99 129 47 Link Distance (ft) 749 749 5095 5095 1123 1123 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) 172 330 525 525 250 Storage Blk Time (%)3 0 0 Queuing Penalty (veh)0 0 0 Queuing and Blocking Report 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 29: Chick-fil-A & W Ruritan Rd Movement SE NW NE Directions Served TR LT R Maximum Queue (ft)31 83 77 Average Queue (ft)2 11 33 95th Queue (ft)16 46 60 Link Distance (ft)7 174 181 Upstream Blk Time (%) 1 Queuing Penalty (veh) 1 Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) Queuing and Blocking Report 2020 PM Buildout Alt 4 PM - updated volumes 07/29/2019 Route 460 - Roanoke County SimTraffic Report vtwh Page 6 Intersection: 16: W Ruritan Rd & Site Movement SE SW Directions Served LT LR Maximum Queue (ft)22 37 Average Queue (ft)1 17 95th Queue (ft)16 42 Link Distance (ft)1405 84 Upstream Blk Time (%) Queuing Penalty (veh) Storage Bay Dist (ft) Storage Blk Time (%) Queuing Penalty (veh) APPENDIX F 202, 150 97, 268 NB 2020 Buildout AM Peak Hour NB 2020 Buildout PM Peak Hour 268, 10 150, 21 NB 2020 Buildout AM Peak Hour NB 2020 Buildout PM Peak Hour F-100 It is important to note that the Table 2-2 entrance and intersection spacing standards are measured from the centerlines of the intersection and the entrance rather than edge of pavement. As a result, the Table 2-2 spacing measurement may result in a distance that is less than the corner clearance. The corner clearance distance will apply where it is greater than the Table 2-2 spacing standard to protect intersection operation. Similar to the placement of an entrance on the main roadway, conflicts for the existing vehicles for the side street entrance must be considered. Figure 4-5 illustrates the concept of corner clearance. For the right turn out of the side street entrance (flow A), the vehicle approaching from the left (flow C) must be considered. The greater the radius (R) for right turning vehicles from the main roadway, the faster they will be approaching the side street entrance. For the driver exiting the side street entrance to go left (flow B) or right (Flow F) or to enter the opposite entrance (Flow E), the length of the queue at the main intersection must be considered to assure there is enough room that the entrance will not be blocked by queue D. The downstream corner clearance is 225’ minimum*, which equals the intersection sight distance for 20 mph (see Table 2-5). Additional length will be required as directed by the Engineer at the Residency or District. The minimum upstream corner clearance is the greater of 225’ + W or the queue D. FIGURE 4-5 CORNER CLEARANCE * Rev. 7/17 R-1 District Regulations 1 SEC. 30-41. R-1 LOW DENSITY RESIDENTIAL DISTRICT. Sec. 30-41-1. Purpose. (A) The R-1, low density residential district is established for areas of the county within the urban service area with existing low-middle density residential development, with an average density of from one (1) to three (3) units per acre, and land which appears appropriate for such development. These areas are generally consistent with the neighborhood conservation land use category as recommended in the comprehensive plan. In addition, where surrounding development and the level of public services warrant, these areas coincide with the development category recommended in the plan. This district is intended to provide the highest degree of protection from potentially incompatible uses and residential development of a significantly different density, size, or scale, in order to maintain the health, safety, appearance and overall quality of life of existing and future neighborhoods. In addition to single-family residences, only uses of a community nature which are generally deemed compatible are permitted in this district. This would include parks and playgrounds, schools and other similar neighborhood activities. (Ord. No. 042799-11, § 1f., 4-27-99; Ord. No. 042208-16, § 1, 4-22-08) Sec. 30-41-2. Permitted uses. (A) The following uses are permitted by right subject to all other applicable requirements contained in this ordinance. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Agricultural and Forestry Uses Stable, Private * 2. Residential Uses Accessory Apartment * Home Beauty/Barber Salon * Home Occupation, Type I * Manufactured Home * Manufactured Home, Emergency * Multiple Dog Permit * R-1 District Regulations 2 Residential Human Care Facility Single Family Dwelling, Attached * Single Family Dwelling, Attached (Cluster Subdivision Option) * Single Family Dwelling, Detached Single Family Dwelling, Detached (Cluster Subdivision Option) * Single Family Dwelling, Detached (Zero Lot Line Option) * 3. Civic Uses Community Recreation * Family Day Care Home * Park and Ride Facility * Public Parks and Recreational Areas * Utility Services, Minor 4. Commercial Uses Bed and Breakfast * 5. Miscellaneous Uses Amateur Radio Tower * Wind Energy System, Small * (B) The following uses are allowed only by special use permit pursuant to section 30-19. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Residential Uses Alternative Discharging Sewage System * 2. Civic Uses Cemetery * R-1 District Regulations 3 Crisis Center Day Care Center * Educational Facilities, Primary/Secondary * Religious Assembly * Utility Services, Major * 3. Commercial Uses Golf Course * 4. Miscellaneous Uses Outdoor Gatherings * (Ord. No. 42793-20, § II, 4-27-93; Ord. No. 62293-12, §§ 3, 8, 6-22-93; Ord. No. 82493-8, § 2, 8-24-93; Ord. No. 62795-10, 6-27-95; Ord. No. 042799-11, § 2, 4-27-99; Ord. No. 042500-9, § II, 4-25-00; Ord. No. 072605-7, § 1, 7-26-05; Ord. No. 042208-16, § 1, 4-22-08; Ord. No. 052609-22, § 1, 5-26-09; Ord. No. 030811-1, § 1, 3-8-11; Ord. No. 052411-9, § 1, 5-24-11, Ord. No. 111213-15, § 1, 11-12-13) Sec. 30-41-3. Site Development Regulations. General Standards. For additional, modified, or more stringent standards for specific uses, see Article IV, Use and Design Standards. (A) Minimum lot requirements. 1. All lots served by private well and sewage disposal systems: a. Area: 0.75 acre (32,670 square feet). b. Frontage: 90 feet on a publicly owned and maintained street. 2. Lots served by either public sewer or water: a. Area: 20,000 square feet. b. Frontage: 75 feet on a publicly owned and maintained street. 3. All lots served by both public sewer and water: a. Area: 7,200 square feet. R-1 District Regulations 4 b. Frontage: 60 feet on a publicly owned and maintained street. (B) Minimum setback requirements. 1. Front yard: a. Principal structures: 30 feet. b. Accessory structures: Behind the front building line. 2. Side yard: a. Principal structures: 10 feet. b. Accessory structures: 10 feet behind front building line or 3 feet behind rear building line. 3. Rear yard: a. Principal structures: 25 feet. b. Accessory structures: 3 feet. 4. Where a lot fronts on more than one street, front yard setbacks shall apply to all streets. (C) Maximum height of structures. 1. Height limitations: a. Principal structures: 45 feet. b. Accessory structures: 15 feet, or 25 feet provided they comply with the setback requirements for principal structures. (D) Maximum coverage. 1. Building coverage: 35 percent of the total lot area for all buildings and 7 percent for accessory buildings. 2. Lot coverage: 50 percent of the total lot area. (Ord. No. 62293-12, § 10, 6-22-93; Ord. No. 42694-12, § 8, 4-26-94; Ord. No. 042208-16, § 1, 4-22-08, Ord. No. 111213-15, § 1, 11-12-13) C-1 District Regulations 1 SEC. 30-53. C-1 LOW INTENSITY COMMERCIAL DISTRICT. Sec. 30-53-1. Purpose. (A) The purpose of the C-1 low intensity commercial district is to provide for the development of attractive and efficient office and commercial uses in the urban service area which serve both community and county-wide needs. The C-1 district allows for varying intensities of office and commercial development as part of either a planned office complex or, to a limited degree, small scale office and commercial uses. The C-1 districts are most appropriately found along or near major arterial streets where existing commercial development has occurred and/or where commercial zoning has been established, or near existing residential development where it would serve as a logical buffer strip between conflicting land use types. Land uses permitted in the C-1 district are generally consistent with the recommendations set forth in the transition and core land use categories of the comprehensive plan. Site development standards are intended to ensure compatibility with adjacent land uses. (Ord. No. 042208-16, § 1, 4-22-08, Ord. No. 111213-15, § 1, 11-12-13) Sec. 30-53-2. Permitted Uses. (A) The following uses are permitted by right subject to all other applicable requirements contained in this ordinance. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Residential Uses Accessory Apartment * Home Beauty/Barber Salon * Home Occupation, Type I * Multi-family Dwelling * Two-family Dwelling * 2. Civic Uses Administrative Services Clubs Cultural Services C-1 District Regulations 2 Day Care Center * Educational Facilities, College/University Educational Facilities, Primary/Secondary * Guidance Services Park and Ride Facility * Post Office Public Parks and Recreational Areas * Safety Services * Utility Services, Minor 3. Office Uses Financial Institutions * General Office Medical Office 4. Commercial Uses Agricultural Services * Antique Shops Bed and Breakfast * Business Support Services Business or Trade Schools * Communications Services Consumer Repair Services Personal Improvement Services Personal Services C-1 District Regulations 3 Studio, Fine Arts Veterinary Hospital/Clinic 5. Miscellaneous Uses Amateur Radio Tower * Parking Facility * (B) The following uses are allowed only by special use permit pursuant to section 30-19. An asterisk (*) indicates additional, modified or more stringent standards as listed in article IV, use and design standards, for those specific uses. 1. Civic Uses Religious Assembly * Utility Services, Major * 2. Office Uses Laboratories 3. Commercial Uses Automobile Rental/Leasing Commercial Indoor Sports and Recreation Restaurant, Drive-in or Fast Food * Restaurant, General Retail Sales 4. Industrial Uses Landfill, Rubble * Recycling Centers and Stations * 5. Miscellaneous Uses Broadcasting Tower * C-1 District Regulations 4 Outdoor Gatherings * (Ord. No. 82493-8, § 2, 8-24-93; Ord. No. 042799-11, § 2, 4-27-99; Ord. No. 042203-13, § 1, 4- 22-03; Ord. No. 042208-16, § 1, 4-22-08, Ord. No. 111213-15, § 1, 11-12-13, Ord. No. 062816- 4, § 1, 6-28-16) Sec. 30-53-3. Site Development Regulations. General Standards. For additional, modified, or more stringent standards for specific uses, see Article IV, Use and Design Standards. (A) Minimum lot requirements. 1. Lots served by private well and sewage disposal system; a. Area: 1 acre (43,560 square feet). b. Frontage: 100 feet on a publicly owned and maintained street. 2. Lots served by either public sewer or water, or both: a. Area: 15,000 square feet. b. Frontage: 75 feet on a publicly owned and maintained street. (B) Minimum setback requirements. 1. Front yard: a. Principal structures: 30 feet, or 20 feet when all parking is located behind the front building line. b. Accessory structures: Behind front building line. 2. Side yard: None. 3. Rear yard: a. Principal structures: 15 feet. b. Accessory structures: 3 feet. 4. Where a lot fronts on more than one (1) street, front yard setbacks shall apply to all streets. (C) Maximum height of structures. C-1 District Regulations 5 1. Height limitations: a. Principal structures: When adjoining property zoned R-1 or R-2, forty-five (45) feet, including rooftop mechanical equipment. The maximum height may be increased, provided each required side and rear yard adjoining the R-1 or R-2 district is increased two (2) feet for each foot in height over forty-five (45) feet. In all other locations the height is unlimited unless otherwise restricted by this ordinance. b. Accessory structures: 15 feet. (D) Maximum coverage. 1. Building coverage: 50 percent of the total lot area. 2. Lot coverage: 80 percent of the total lot area. (Ord. No. 62293-12, § 10, 6-22-93; Ord. No. 052411-9, § 1, 5-24-11) NORTH W Ruritan Rd Challenger Ave NE Challenger Ave NE 2014 - (141695210) (O) 2015 - (150505154) (C) 2014 - (141895113) (O) 2014 - (142035148) (O) 2014 - (142195204) (O) 2014 - (142605089) (C) 2014 - (142965237) (C) 2014 - (143225107) (O) 2014 - (143495406) (O) 2015 - (150645075) (O) 2015 - (150645109) (O) 2015 - (151275224) (O) 2015 - (152025125) (O) 2015 - (152305134) (O) 2015 - (152225116) (O) 2015 - (152645311) (O) 2015 - (152455180) (O) 2015 - (153355375) (O) 2015 - (160065179) (O) 2016 - (160195249) (O) 2014 - (143645195) (O) 2016 - (160305058) (B) 2016 - (160545362) (O) 2016 - (161035058) (O) 2016 - (161445298) (B) 2016 - (161665132) (O) 2016 - (161795282) (C) 2016 - (162045221) (C) 2016 - (162255086) (O) 2016 - (162155136) (C) 2016 - (162245217) (O) 2016 - (162385133) (C) 2016 - (162435142) (O) 2016 - (162575206) (O) 2016 - (162925459) (O) 2016 - (163285079) (C) 2016 - (163005351) (O) 2016 - (163165153) (B) 2016 - (163205269) (O) 2016 - (163335277) (O) 2016 - (163555278) (O) 2016 - (163565323) (O) 2016 - (163645164) (O) 2017 - (170095197) (O) 2017 - (170095198) (O) 2017 - (170255129) (C) 2016 - (162785187) (O) 2017 - (170655136) (O) 2017 - (170585105) (O) 2017 - (170875195) (O) 2017 - (170945169) (B) 2017 - (171235193) (O) 2017 - (171515235) (O) 2017 - (171325126) (B) 2017 - (172275149) (O) 2017 - (172025227) (O) 2017 - (172895342) (O) 2017 - (172865330) (C) 2017 - (173035389) (A) 2017 - (173105343) (C) 2017 - (180185427) (O) 2018 - (180195253) (O) 2018 - (180195143) (O) 2018 - (180305137) (C) 2018 - (180755140) (O) 2018 - (181575145) (O) 2018 - (180805270) (C) 2018 - (180735193) (C) 2018 - (180735192) (C) 2018 - (180795172) (C) 2018 - (181135238) (O) 2018 - (181135271) (A) 2018 - (181095225) (C) 2018 - (181365146) (O) 2018 - (182065134) (C) 2018 - (182325334) (O) 2018 - (182505187) (O) 2018 - (182485171) (O) 2018 - (182995277) (O) 2018 - (183615154) (O) 2018 - (183625116) (C) 2018 - (190315211) (O) 2019 - (190165197) (O) 2019 - (190225358) (O) 2019 - (190565213) (B) 2019 - (190675141) (O) 2019 - (190795148) (A) 2019 - (190935097) (A) 2019 - (190925211) (C) 2019 - (191565138) (C) 2017 - (170185221) (O) 460 460 610 # # # # # # # Left Turn Crash Right Turn Crash Left Side Swipe Crash Right Side Swipe Crash Rear End Crash Angle Crash LEGEND # Head On Crash Backed Into Crash Collision With Parked Car Collision With Pedestrian Collision With Bicycle Fixed Object # # # # # Run Off The Road Crash Other Indication of Fault Indication of Non Fault Animal Crash #Number of Crashes #Fatality Crash # # YEAR - (FR-300) (KABCO) NCD = No Crash Diagram 22 19 5 1 3 1 14 1 4 5 8 2 2 1 1 1 1 Description Date Period Figure 09-17-2019 06-01-14 to 05-31-19 Collision Diagram Operation Center(SWRO) South Western Regional Salem, VA 24153 1596 Deborah Lane ROANOKE COUNTY Routes 460 (Challenger Avenue NE) and 610 (W Ruritan Road) Ron W. Roop 1431 West Ruritan Rd. Roanoke, VA 24012 July 1, 2019 Certificate of Mailing Brian Simmons, Roanoke County Fire Marshal 5925 Cove Road Roanoke, VA 24019 Subject: Blasting near the vicinity of my property Dear Fire Marshal Simmons, As you are aware there is a formation of shale that runs from the east of Valley Gateway Plaza (i.e. Kroger off of Challenger Ave.) to my home at 1431 West Ruritan Rd. When West Ruritan Rd. was lowered considerably in the 1980’s, it effectively created a ground level terminal-end for the shale formation at the southwest corner of my house. Not good considering the following: Back in 2008 when the contractor was b lasting during the Plaza excavation, the blasts shook my house and caused cracks in the garage ceiling and several pieces of stucco to become dislodged from the house foundation above the basement stairwell door. I called Virginia Blasting and they wouldn’t repair the damage unless I permitt ed them to subsequently install a seismic recorder for what they said were “legal purposes” since they alleged “the 12/20 blast was well under the reg’s.” Since this would be subsequent to the blast that caused the damage, I cited the following example : Take a 2 x 4 x 18” long and lay it on the ground. Put a n 8 oz. cup of water on one end of the board and strike the other end hard with a hammer. Right much of an effect don’t you think? Now set the 8 oz. cup holding the same amount of water on the board and strike the other end with a feather duster – virtually no effect. The point is, you can make the seismic reading anything you want by: the amount of charge you put in the hole; by drilling the hole through the bed rock into mud or a softer layer; drilling and blasting in another location; or any number of ways to “cheat the test”. Since a test subsequent to the one causing the damage could be manipulated to provide whatever results they desired, I wouldn’t agree to any result they came up with, and they didn’t repair the damage. Essentially the same scenario occurred in 2017 when Lidl Grocery was developing an adjacent property, except closer to my home. This produced ceiling cracks in the den ceil ing, in a bedroom ceiling, stucco dislodgment from the front porch, cracks in the concrete deck of the swimming pool and pieces of concrete falling from the edges of the pool deck . After several calls to the blasting company by me that were unreturned, Deputy Tim Webster had the blasting company call me to make an appointment to meet me, but they never called back to set a firm date - - frustrating. It’s our understanding a commercial enterprise is planning on developing the property (next to me) on the corner of Challenger Ave. and West Ruritan Rd. (across West Ruritan from Chick –fil-A). We respectfully request you to deny any permit involving any degree of blasting for that project and any plans they have for excavation equipment of such size and configuration that would cause any ground vibrations to be transmitted to our property. Sincerely, Ron W. Roop Ron W. Roop 1431 West Ruritan Rd. Roanoke, VA 24012 September 09, 2019 Hand Delivered Brian Simmons, Roanoke County Fire Marshal 5925 Cove Road Roanoke, VA 24019 Subject: Update - Blasting adjacent to our home References: 1) Land use application & rezoning petition filed by Lewis Gale Medical Center (copy attached) 2) My July 1, 2019 letter to you (copy attached) Dear Fire Marshal Simmons, On September 7th we received a notice of a community meeting scheduled for September 16th concerning a rezoning petition and land use application as referenced above. The notice also states the petition is scheduled for a public hearing before the Planning Commission on Tuesday, October 1, 2019, then a public hearing before the Board of Supervisors on Tuesday October 22, 2019. For years, the County proffered that there would be a “buffer zone” between commercial development and existing residential along the corridor. It’s apparent they laid that aside when they approved the Chick-fil-A development on the corner of West Ruritan Rd. and Challenger Ave. While we don’t have a problem with the proposed Lewis Gale entity in and of itself, our main concern (as stated in our July 1st letter to you) is damage to our property during the excavation phase of the development. An additional concern which your office may or may not have jurisdiction over is the amount of airborne dust and dirt created during the excavation. For example, neither the excavation contractor on the Chick-fil-A development or Lidl Grocery development made or used any provision to control airborne dust, and we were covered with it which created additional vehicle and property maintenance expense on our part. We would appreciate your office notifying the Planning Commission in advance of their hearing that blasting will not be permitted and a firm plan must be implemented by all development contractors to control airborne dust (air pollution). This would allow the Planning Commission to insist on a proffer by the petitioner that blasting shall not occur under any circumstances, no excavation equipment of such size and configuration shall be used that would cause any ground vibrations to be transmitted to our property, and methods shall be employed to control airborne dust. As you can see from our July 1st letter, the mere fact that the blasting/excavation contractor(s) may have liability insurance is of little consequence when they want to “cheat the system” (after property damage has been done) to “prove” they were within the “guidelines”. You and/or your staff are welcome to visit our property and review the shale formation terminal end as mentioned in our July 1st letter. Sincerely, Ron W. Roop Enclosures: Community Meeting Notice My letter dated July 1, 2019 Page 1 of 3 AT A REGULAR MEETING OF THE BOARD OF SUPERVISORS OF ROANOKE COUNTY, VIRGINIA, HELD AT THE ROANOKE COUNTY ADMINISTRATION CENTER ON TUESDAY, OCTOBER 22, 2019 ORDINANCE REZONING APPROXIMATELY 1.44 ACRES FROM R-1, LOW DENSITY RESIDENTIAL, TO C-1, LOW INTENSITY COMMERCIAL DISTRICT, FOR A MEDICAL OFFICE, FREE-STANDING EMERGENCY ROOM, LOCATED AT 1423 WEST RURITAN ROAD (TAX MAP NO. 050.05-01-06.00-0000), IN THE HOLLINS MAGISTERIAL DISTRICT WHEREAS, upon the petition of Lewis Gale Medical Center, as contract purchaser of the property at issue, to rezone approximately 1.44 acres from R -1 (Low Density Residential) to C-1 (Low Intensity Commercial) with proffered conditions, located at 1423 West Ruritan Road to develop a medical office, free-standing emergency room, for medical use; and WHEREAS, the Roanoke County Planning Commission held a public hearing on this matter on October 1, 2019; and WHEREAS, the Planning Commission recommended approval of the petition; and WHEREAS, the first reading of this ordinance was held on September 24, 2019, and the second reading and public hearing were held on October 22, 2019; and WHEREAS, legal notice and advertisement has been provided as required by law. BE IT ORDAINED by the Board of Supervisors of Roanoke County, Virginia, as follows: 1. The Board approves the rezoning requested by petition of Lewis Gale Medical Center to rezone the parcel located at 1423 West Ruritan Road, Tax Map No. 050.05-01-06.00-0000), IN THE HOLLINS MAGISTERIAL DISTRICT from R-1 to C-1 for construction of a 9,410 square foot office building for medical use. Page 2 of 3 2. The Board accepts the voluntary proffered conditions offered by the petitioner as: a. The site shall be developed in substantial conformance with the Lewis-Gale FSED Rezoning Concept Plan prepared by Crunk Engineering, LLC and dated August 9, 2019, subject to any changes required by the County of Roanoke during the site plan review process. b. The building shall be developed in substantial conformance with the architectural rendering for the Lewis-Gale Freestanding Emergency Room filed with the application subject to any changes required by the County of Roanoke during the building plan review process. c. The applicant shall have an agreement with a private ambulance company to provide transportation for patients of the facility who require transfer to a hospital when the free-standing emergency facility is open to the public and operating. d. No blasting will be conducted on the property during the excavation, grading and preparation of the site and the construction of the building and other improvements. 3. The Board further finds that the proffered conditions: a. Have a reasonable relation to the rezoning; b. Are in conformity with the comprehensive plan; c. Are clearly understood and enforceable; and d. Do not require or allow a design or standards that are less restrictive than are now covered under the County’s current development regulations. Page 3 of 3 4. The Board finds that the proposed rezoning is consistent with the purpose and intent of the County’s Comprehensive Plan and good zoning practice, and will not be a substantial detriment to the community. 5. This ordinance shall be in full force and effect thirty (30) days after its final passage. The Zoning Administrator is directed to amend the zoning district map to reflect the change in zoning classification authorized by this ordinance.