STATE ROUTE 316 IMPLEMENTATION PLAN Prepared for Georgia Department of Transportation Prepared by HNTB Corporation FINAL REPORT April 2009 SR 316 Implementation Plan Table of Contents TABLE OF CONTENTS Final Report April 2009 SECTION I EXECUTIVE SUMMARY ......................................................................I-1 BACKGROUND ..........................................................................................................I-1 PURPOSE OF THE STUDY........................................................................................I-1 STAKEHOLDER IDENTIFICATION ........................................................................I-1 PROGRAMMED AND FUTURE PROJECTS ...........................................................I-1 TRAFFIC FORECASTS ..............................................................................................I-2 CORSIM MODELING AND TRAFFIC ANALYSIS .................................................I-2 STUDY RECOMMENDATIONS................................................................................I-4 SECTION II PROJECT DESCRIPTION................................................................. II-1 INTRODUCTION ...................................................................................................... II-1 BACKGROUND ........................................................................................................ II-1 State Route 316 Corridor Analysis ......................................................................... II-1 HOV Strategic Implementation Plan for the Atlanta Region ................................. II-2 I-85/SR 316 Interchange Reconstruction................................................................ II-3 SR 316 Grade Separation Projects .......................................................................... II-3 PURPOSE OF THE STUDY...................................................................................... II-3 STAKEHOLDER IDENTIFICATION ...................................................................... II-4 SECTION III DATA COLLECTION ...................................................................... III-1 CONSTRUCTION PLANS AND REPORTS........................................................... III-1 SR 316 TRAVEL DEMAND MODELS ................................................................... III-1 TRAFFIC DATA COLLECTION ............................................................................. III-1 SECTION IV PROGRAMMED AND FUTURE PROJECTS ................................IV-1 Access Termination Along SR 316............................................................................IV-7 SECTION V TRAFFIC FORECASTS .................................................................... V-1 CORRIDOR TRAVEL DEMAND MODEL ............................................................. V-1 MODEL VALIDATION AND CALIBRATION....................................................... V-3 Trip Generation ....................................................................................................... V-3 Trip Distribution ..................................................................................................... V-4 Trip Assignment...................................................................................................... V-4 2015 AND 2032 MODELS ........................................................................................ V-8 TRAFFIC FORECASTING METHODOLOGY ....................................................... V-8 SECTION VI CORSIM MODELING AND TRAFFIC ANALYSIS ......................VI-1 TRAFFIC ANALYSIS AND SIMULATION METHODOLOGY...........................VI-1 LEVEL OF SERVICE ...............................................................................................VI-5 SECTION VII STUDY RECOMMENDATIONS................................................... VII-1 PROGRAMMED HIGHWAY IMPROVEMENTS................................................ VII-1 SUPPLEMENTAL HIGHWAY IMPROVEMENTS ............................................. VII-1 SR 316/SR 10 LOOP INTERCHANGE.................................................................. VII-3 IMPLEMENTATION PLAN .................................................................................. VII-3 APPENDIX A FUTURE TRAFFIC VOLUMES....................................................... A-1 APPENDIX B CORSIM MODEL CALIBRATION ................................................. B-1 APPENDIX C CORSIM LEVEL OF SERVICE SUMMARY.................................. C-1 Georgia ii Department of Transportation HNTB Corporation SR 316 Implementation Plan Table of Contents LIST OF TABLES Final Report April 2009 Table I-1 Supplemental 2015 E+C Highway Improvements along SR 316....................I-3 Table I-2 Supplemental 2032 E+C Highway Improvements along SR 316....................I-3 Table I-3 Supplemental 2032 Build Highway Improvements along SR 316 ..................I-4 Table I-4 Recommendations for 2032 SR 316 GP Interchanges.....................................I-6 Table I-5 Recommendations for 2032 SR 316 HOV Interchanges .................................I-6 Table I-6 Tier I Highway Improvements along SR 316 ...................................................I-7 Table I-7 Tier II Highway Improvements along SR 316.................................................I-8 Table I-8 Tier III Highway Improvements along SR 316................................................I-9 Table I-9 Summary of Implementation Plan ................................................................I-10 Table IV-1 2015 Programmed Highway Improvements along SR 316.........................IV-2 Table IV-2 2032 Programmed GP Highway Improvements along SR 316..................IV-2 Table IV-3 2032 HOV Highway Improvements along SR 316....................................IV-4 Table V-1 Facility Type Conversion ............................................................................. V-2 Table V-2 Socioeconomic Data Conversion.................................................................. V-2 Table V-3 Trip Generation Validation........................................................................... V-3 Table V-4 Trip Distribution Validation ......................................................................... V-4 Table V-5 SR 316 Model VMT ..................................................................................... V-7 Table V-6 Screenline Analysis ...................................................................................... V-7 Table VI-1 Supplemental 2015 E+C Highway Improvements along SR 316 ..............VI-4 Table VI-2 Supplemental 2032 E+C Highway Improvements along SR 316 ..............VI-4 Table VI-3 Supplemental 2032 Build Highway Improvements along SR 316 ............VI-5 Table VI-4 Level of Service for Critical Segments along SR 316 ...............................VI-6 Table VI-5 Level of Service for Critical Intersections along SR 316...........................VI-7 Table VII-1 Recommendations for 2032 SR 316 GP Interchanges............................ VII-2 Table VII-2 Recommendations for 2032 SR 316 HOV Interchanges ........................ VII-2 Table VII-3 Tier I Highway Improvements along SR 316 .......................................... VII-4 Table VII-4 Tier II Highway Improvements along SR 316........................................ VII-5 Table VII-5 Tier III Highway Improvements along SR 316 ...................................... VII-6 Table VII-6 Summary of Implementation Plan ......................................................... VII-6 Georgia iii Department of Transportation HNTB Corporation SR 316 Implementation Plan Table of Contents LIST OF FIGURES Final Report April 2009 Figure I-1 2032 Existing Plus Committed Improvements ..............................................I-11 Figure I-2 2032 Build Improvements .............................................................................I-12 Figure II-1 Study Area Map............................................................................................ II-2 Figure IV-1 Gwinnett County Highway Map................................................................IV-5 Figure IV-2 Barrow County Highway Map...................................................................IV-6 Figure IV-3 Oconee County Highway Map...................................................................IV-7 Figure V-1 Traffic Assignment Percent Deviation ......................................................... V-5 Figure V-2 Scatter Plot of Modeled Volume versus Traffic Counts .............................. V-6 Figure VI-1 Traffic Simulation Modeling Flow Chart ..................................................VI-2 Figure VII-1 2032 Existing Plus Committed Improvements ....................................... VII-8 Figure VII-2 2032 Build Improvements ...................................................................... VII-9 Georgia iv Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 SECTION I EXECUTIVE SUMMARY The SR 316 Implementation Plan is a study conducted by the Georgia Department of Transportation (GDOT) of planned and programmed transportation improvements along the SR 316/University Parkway Corridor in Gwinnett, Barrow and Oconee Counties, Georgia. This corridor has experienced substantial growth in traffic volumes over the last several decades and is in need of significant traffic capacity improvements. BACKGROUND Several studies, design and construction projects have been performed by GDOT that included the SR 316 corridor. Four of these GDOT sponsored projects are as follows: State Route 316 Corridor Analysis HOV Strategic Implementation Plan for the Atlanta Region SR 316/I-85 Interchange Reconstruction SR 316 Grade Separation Projects PURPOSE OF THE STUDY The purpose of this study is to develop tools for GDOT to evaluate the currently planned and other potential highway improvement projects within the SR 316 corridor to determine an implementation plan for these projects. Projects in the construction work program (CWP) and in Long Range (LR) will be evaluated to determine if they will address the needs of the corridor in the most efficient way. STAKEHOLDER IDENTIFICATION The stakeholders coordinated with during this study included the following local governments: Gwinnett County Department of Transportation Barrow County Public Works Department Oconee County Public Works Department PROGRAMMED AND FUTURE PROJECTS For the purposes of this study, programmed and future highway improvement projects used in the implementation analysis fell into the three following categories: 1. Programmed projects scheduled to be completed before 2015 2. Programmed General Purpose (GP) projects scheduled to be completed between 2015 and 2032 3. Eastern expansion of SR 316 HOV system to SR 10 (Athens Loop) Georgia I-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 TRAFFIC FORECASTS Traffic forecasts for this study were estimated using a combination of current traffic counts and traffic projections taken from a corridor travel demand model that was prepared specifically for this study. The following models served as a base for the SR 316 Corridor Model: ARC's 20-County Model MACORTS Model The entire portion of Gwinnett and Barrow County were extracted from the ARC model and a portion of Oconee and Clarke County were extracted from the MACORTS model. The extracted portions of these two models were then merged to form a single corridorbased model. In addition to the existing (2007) model, models were developed for the analysis years of 2015 and 2032. The 2015 and 2032 model networks were modified to include the committed projects. These networks serve as the 2015 Existing and Committed (E+C), and 2032 E+C models. The 2015 E+C model included all GP and HOV projects that were currently programmed to be completed before 2015. The 2032 E+C model included the improvements from the 2015 E+C model plus any other GP improvements that were currently programmed to be completed before 2032. CORSIM MODELING AND TRAFFIC ANALYSIS Traffic conditions within the SR 316 corridor were analyzed for the future years of 2015 and 2032 under various conditions. The traffic operations analyses followed the procedures defined by the 2000 Highway Capacity Manual and were performed using Synchro, a traffic signal timing optimization computer software. The capacity analyses were supplemented by operational analyses using the CORSIM traffic micro-simulation computer software. All the traffic bottleneck locations were evaluated to determine if minor transportation improvements could significantly reduce the simulated congestion problem. If these improvements did not reduce congestion at the bottleneck, such that it did not impact adjacent intersections or other roads, then more substantial improvements were implemented. The changes for the 2015 E+C network are listed in Table I-1 (See Figures IV-1 through IV-3 for locations of improvements). The programmed projects were added to the 2032 E+C models, and then based on preliminary CORSIM runs, supplemental improvements were made to these models. The supplemental improvements made to the 2032 E+C models are listed in Table I-2 (See Figures IV-1 through IV-3 for locations of improvements). The proposed future HOV improvements were added to create the 2032 Build CORSIM models. Then supplemental improvements were made to these models, see Table I-3 (See Figures IV-1 through IV-3 for locations of improvements). Georgia I-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 Table I-1 Supplemental 2015 E+C Highway Improvements along SR 316 Loc Project # 4 Lawrenceville-Suwanee/SR 316 HOV Interchange Traffic Signal 9 SR 20/SR 316 Interchange Right Turn Lane 7 Hi Hope Rd Widening County Gwinnett Gwinnett Gwinnett 7 Hurricane Shoals Rd/Hi Hope Gwinnett Rd Traffic Signal & Left Turn Lane 37 Fence Rd/SR 316 Right Turn Gwinnett Lane 16 Kilcrease Rd/SR 316 Right Barrow Turn Lane 16 Kilcrease Rd/Fred Kilcrease Barrow Rd Left Turn Lane 35 Dials Mill Road Traffic Signal Oconee 38 SR 10/Monroe Hwy/SR 316 Oconee Interchange Traffic Signal 30 Jimmy Daniel Rd/SR 316 Left Oconee Turn Lane Description Comment New traffic signal at SR 316 HOV ramp terminal intersection Convert outside SR 20 SB through lane to shared right and through lane Widen Hi Hope Rd to four lanes south of Hurricane Shoals Rd New traffic signal and WB left turn lane at existing intersection New Fence Rd SB right turn lane SR 20 SB dual right turns Hurricane Shoals Rd WB dual left turns New Kilcrease Rd SB right turn lane New Kilcrease Rd SB left turn lane New traffic signal at existing SR 316 intersection New traffic signal at SR 316 WB ramp terminal intersection New Jimmy Daniel Rd SB left turn lane Table I-2 Supplemental 2032 E+C Highway Improvements along SR 316 Loc Project # 5 Lawrenceville-Suwanee/ SR 120 Left Turn Lane County Description Gwinnett New Lawrenceville-Suwanee SB left turn lane 9 SR 120/SR 316 Interchange Right Turn Lane 6 Walther Boulevard/SR 316 HOV Interchange Traffic Signal 32 SR 10/Athens Loop Interchange Gwinnett Gwinnett New SR 316 WB ramp terminal intersection right lane New traffic signal at SR 316 HOV ramp terminal intersection Oconee Widen SR 316 to six lanes through the interchange Comment LawrencevilleSuwanee SB dual left turns Widen bridge to seven lanes Georgia I-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 Table I-3 Supplemental 2032 Build Highway Improvements along SR 316 Loc Project County # 3 Herrington Rd/SR 316 HOV Gwinnett Interchange Traffic Signal 7 Hi Hope Rd/SR 316 HOV Gwinnett Interchange Traffic Signal 14 US 29/SR 8 Interchange Gwinnett Bridge Widening 33 Harbins Rd/SR 316 HOV Gwinnett Interchange Traffic Signal 16 Kilcrease Rd/SR 316 HOV Barrow Interchange Widening 16 Kilcrease Rd/SR 316 HOV Barrow Interchange Traffic Signal 16 Barrow Industrial Barrow Rd/Kilcrease Rd Traffic Signal 17 Kennedy Rd/Patrick Mill Rd Barrow Intersection Traffic Signal and Left Turn Lane 18 Carl Bethlehem Rd/SR 316 Barrow HOV Interchange Traffic Signal 35 Dials Mill Rd/SR 316 HOV Oconee Interchange Traffic Signal 38 Mars Hill Rd/SR 10/Monroe Oconee Hwy Widening Description New traffic signal at SR 316 HOV ramp terminal intersection New traffic signal at SR 316 HOV ramp terminal intersection Widen US 29/SR 8 bridge over SR 316 to six lanes New traffic signal at SR 316 HOV ramp terminal intersection Widen Kilcrease Rd to four lanes in the vicinity of SR 316 New traffic signal at SR 316 HOV ramp terminal intersection New traffic signal at existing intersection New traffic signal and Patrick Mill Rd SB left turn lane at existing intersection New traffic signal at SR 316 HOV ramp terminal intersection New traffic signal at SR 316 HOV ramp terminal intersection Widened Mars Hill Rd to four lanes east of SR 10 36 Virgil Langford Rd/SR 316 HOV Interchange Widening 36 Virgil Langford Rd/SR 316 HOV Interchange Traffic Signal 32 SR 10/Athens Loop Interchange Widening 32 SR 10/Athens Loop Interchange Left Turn Lane Oconee Oconee Oconee Oconee Widen Virgil Langford Rd to four lanes in the vicinity of SR 316 New traffic signal at SR 316 HOV ramp terminal intersection Add one SR 10 WB through lane east of interchange New SR 10 NB ramp terminal intersection left turn lane Comment Mars Hill Rd WB dual left turns SR 10 Loop NB ramp triple left turns STUDY RECOMMENDATIONS The evaluation of future traffic demand along the SR 316 corridor clearly justified implementation of all the currently programmed highway improvements. The 2015 E+C model clearly demonstrated the need for the eastern expansion of SR 316 freeway facilities to Drowning Creek Road in Gwinnett County and three grade separations currently under concept design in Barrow County (SR 81, SR 11 and SR 53). These existing at-grade intersections fail by 2015 without any further improvements. Since the projected HOV volumes are much lower than the GP volumes, the proposed HOV improvements will have a lower benefit to cost ratio than the GP projects. Georgia I-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 However, the HOV projects could promote the increase in HOV usage within the study area. Since the modeling strategy employed by this study incorporated all of the programmed and future projects within the SR 316 corridor in the various CORSIM models, interpretations of the results of these simulation model runs are limited to the ability of these improvements to meet future traffic demands and identifying the specific shortfalls associated with these improvements. Many of these shortfalls, but not all, were addressed by the supplemental highway improvements identified above. This study only considered lower costs solutions to this problem (widening the SR 316 bridge and additional turn lanes); however, these proposed improvements would not address the disparity between the future interchange type and the approach facilities. The nature of this intersection will change when SR 316 also becomes a limited access highway, and three out of the four legs of this interchange are limited access, free flow facilities. Consideration should be given to creating free flow connections for all the movements between the limited access approaches. This may require eliminating arterial access to this interchange from the east and converting it to a full system to system trumpet interchange by 2032. Access to the east of the SR 10 Loop could be provided by the new Jennings Mill Parkway. The preliminary recommendations for future GP and HOV interchange configurations are listed in Tables I-4 and I-5, respectively (See Figures IV-1 through IV-3 for locations of improvements). Georgia I-5 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 Table I-4 Recommendations for 2032 SR 316 GP Interchanges Loc Project County # 13 Cedars Road Gwinnett Interchange 14 US 29/SR 8 Gwinnett Interchange 15 Drowning Creek Gwinnett Interchange 27 Bogart Parkway Oconee 30 Jimmy Daniel Oconee Road Interchange 31 Oconee Connector Oconee Interchange 32 SR 10/Athens Oconee Loop Interchange P.I. No. 0004869 0004869 0004869 0007685 0007685 0007685 0007685 Description Single Point or Compressed Diamond Interchange Standard Diamond Interchange Standard Diamond Interchange Standard Diamond Interchange Standard Diamond Interchange Split Diamond Interchange and Collector Distributor Roads to SR 10 Partial Cloverleaf Interchange and CV Roads to Oconee Connector Overpass Bridge Six Lanes Wide Six Lanes Wide Four Lanes Wide Six Lanes Wide Three Lanes Wide Six Lanes Wide Seven Lanes Wide Table I-5 Recommendations for 2032 SR 316 HOV Interchanges Loc Project # 7 Hi Hope Road Interchange 33 Harbins Road Interchange 16 Kilcrease Road Interchange 18 Carl Bethlehem Road Interchange 20 Harry McCarty Road Interchange 22 Harrison Mill Road Interchange 25 Barber Creek Road Interchange 35 Dials Mill Road Interchange 28 Mars Hill Interchange 36 Virgil Langford Road Interchange County Gwinnett Gwinnett Barrow Barrow Barrow Barrow Barrow Oconee Oconee Oconee P.I. No. 0004869 0004869 N/A N/A N/A N/A N/A N/A N/A N/A Description Full Drop HOV Interchange Partial Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Full Drop HOV Interchange Overpass Bridge Six Lanes Wide Four Lanes Wide Six Lanes Wide Six Lanes Wide Four Lanes Wide Four Lanes Wide Four Lanes Wide Four Lanes Wide Four Lanes Wide Six Lanes Wide The proposed Implementation Plan prioritizes projects into three groups, Tiers I, II and III. Tier I projects address immediate, significant deficiencies and should be implemented as part of the current 6-year Transportation Improvement Program (TIP) or as soon as the Plan Development Process steps have been completed, right-of-way has been acquired and funding for all phases has been allocated to the project. Tier II projects address anticipated, significant deficiencies and should be implemented shortly after the current 6-year TIP time frame. Tier III projects address anticipated operational issues and should be implemented within the next twenty (20) years. The preliminary Georgia I-6 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 classification of projects into Tiers I, II and III are listed in Tables I-6 through I-8, respectively. Table I-6 Tier I Highway Improvements along SR 316 Loc Project County # 2 SR 316 HOV Gwinnett Lanes 3 Herrington Road Gwinnett HOV Interchange 4 Lawrenceville- Gwinnett Suwanee Road HOV Interchange 5 SR 120 Inter- Gwinnett change Bridge 6 Walther Boulevard Gwinnett HOV Interchange 7 Hi Hope Road Gwinnett HOV Interchange 7 Hi Hope Rd Gwinnett Widening P.I. No. 0003168 0003168 0003168 0003168 0003168 0003168 N/A 7 Hurricane Shoals Gwinnett N/A Rd/Hi Hope Rd Traffic Signal & Left Turn Lane 8 Collins Hill Road Gwinnett 0004086 Interchange 9 SR 20 Interchange Gwinnett 0004086 9 SR 20 Interchange Gwinnett N/A Right Turn Lane 10 Sugarloaf Parkway Gwinnett GW- Extension 308A3 37 Fence Rd Right Gwinnett N/A Turn Lane 16 Kilcrease Rd Barrow N/A Right Turn Lane 16 Kilcrease Rd/Fred Barrow N/A Kilcrease Rd Left Turn Lane 35 Dials Mill Road Oconee N/A Traffic Signal 38 SR 10/Monroe Oconee N/A Hwy Interchange Traffic Signal 30 Jimmy Daniel Oconee N/A Rd/SR 316 Left Turn Lane 12 Jennings Mill Oconee 0001098 Parkway Description Comment Extension of HOV Lanes to West Progress Center Avenue Full Drop HOV Only Interchange at existing overpass Partial Drop HOV Only Interchange at existing overpass (west side) Construction to Begin in 2012 Construction to Begin in 2012 Construction to Begin in 2012 New bridge over SR 316 Full Drop HOV Only Interchange at existing intersection Partial Drop HOV Only Interchange at existing overpass (west side) Widen Hi Hope Rd/Hurricane Shoals Rd to four lanes from Airport Rd to Hi Hope Rd/Hurricane Shoals Rd split Construct intersection improvements Construction to Begin in 2012 Construction to Begin in 2012 Construction to Begin in 2012 Addition to PI # 0003168 Addition to PI # 0003168 Split Diamond Interchange (Western half) with CD Roads Split Diamond Interchange (Eastern half) with CD Roads Construct second SR 20 SB right lane New alignment with half cloverleaf interchange at SR 316 Construct Fence Rd SB right turn lane Construct Kilcrease Rd SB right turn lane Construct Kilcrease Rd SB left turn lane Under Design Under Design Addition to PI # 0004086 Under Design by Gwinnett County Addition to PI # 0004869 Addition to PI # 122870 Addition to PI # 122870 Construct traffic signal at existing SR 316 intersection Construct traffic signal at SR 316 WB ramp terminal intersection Addition to PI # 122870 Construct Jimmy Daniel Rd SB left turn lane New multi-lane highway connecting Under Design with SR 316 at Oconee Connector Georgia I-7 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 Table I-7 Tier II Highway Improvements along SR 316 Loc # Project 12A SR 316 GP Lane Widening Projects N/A SR 316 GP Lane Widening Project N/A HOV Lane Extension County Gwinnett Gwinnett Gwinnett P.I. No. 122750, 122710, 122760, and 122770 N/A 0004869 Description Widening existing GP lanes from four through lanes to six through lanes plus auxiliary lanes Auxiliary Lanes from Boggs Road to Riverside Parkway Eastern extension of HOV Lanes to west of Drowning Creek Road 7 Hi Hope Road Interchange 33 Harbins Road Interchange 13 Cedars Road Interchange 14 US 29/SR 8 Interchange 10 Sugarloaf Parkway Extension 15 Drowning Creek Interchange N/A HOV Lane Extension 16 Kilcrease Road Interchange 17 Patrick Mill Road Interchange 18 Carl Bethlehem Road Interchange 19 SR 81 Interchange Gwinnett Gwinnett Gwinnett Gwinnett Gwinnett 0004869 0004869 0004869 0004869 0006924 Gwinnett 0004869 Gwinnett/ N/A Barrow Barrow N/A Barrow 0006327 Barrow N/A Barrow 0008429 New Full Drop HOV Interchange New Partial Drop HOV New GP Interchange (Single Point Diamond) New GP Diamond Interchange New alignment north of SR 316 with northern half of Cloverleaf Interchange New GP Diamond Interchange Eastern extension of HOV Lanes from Drowning Creek Road to Carl Bethlehem Road New Full Drop HOV Interchange New GP Diamond Interchange for West Winder Bypass New Full Drop HOV Interchange New GP Interchange 20 Harry McCarty Road Barrow Grade Separation 21 SR 11 Interchange Barrow 22 Harrison Mill Road Barrow Grade Separation 23 SR 53 Interchange Barrow 122870 0008430 122870 0008431 New grade separation New GP Interchange with widening of SR 11 south of SR 316 New grade separation New GP Interchange 24 SR 211 Interchange Barrow 25 Barber Creek Road Barrow Grade Separation 26 Dial Rd/Craft Rd Barrow Grade Separation 28 Mars Hill Grade Oconee Separation 122870 122870 122870 0007685 New GP Interchange New grade separation New grade separation New grade separation Comment Long Range Not Currently Programmed Final Programmed HOV Extension Part of HOV Extension Part of HOV Extension Part of HOV Extension Part of HOV Extension Future Design by Gwinnett County Part of HOV Extension Not Programmed Not Programmed Concept Approved Not Programmed Under Concept Design Long Range Under Concept Design Long Range Under Concept Design Long Range Long Range Long Range Long Range Georgia I-8 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Final Report April 2009 Table I-7 Tier II Highway Improvements along SR 316 (continued) 29 Julian Drive Grade Oconee 0007685 New grade separation Separation 30 Jimmy Daniel Road Oconee 0007685 New GP Interchange Interchange 31 Oconee Connector Oconee 0007685 New GP Interchange and CD Roads Interchange to SR 10 32 SR 10/Athens Loop Oconee 0007685 Modification of existing Interchange Interchange and CD Roads to Oconee Connector Long Range Long Range Long Range Long Range Table I-8 Tier III Highway Improvements along SR 316 Loc Project County # N/A HOV Lane Extension Barrow/ Oconee 20 Harry McCarty Road Barrow Interchange 22 Harrison Mill Road Barrow Interchange 34 Wall Road Grade Barrow Separation 25 Barber Creek Road Barrow Interchange 27 Bogart Parkway Oconee Interchange 35 Dials Mill Road Interchange 28 Mars Hill Interchange 36 Virgil Langford Road Interchange Oconee Oconee Oconee P.I. No. N/A N/A N/A N/A N/A N/A (Oconee County project) N/A N/A N/A Description Eastern extension of HOV Lanes to west of SR 10, Athens Loop New Full Drop HOV Interchange New Full Drop HOV Interchange New grade separation New Full Drop HOV Interchange New GP Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange Comment Not Programmed Not Programmed Not Programmed Not Programmed Not Programmed Long Range Not Programmed Not Programmed Not Programmed The above Implementation Plan is summarized in Table I-9 which categorizes the improvements between the 2015 E+C, 2032 E+C and 2032 Build networks that were used in the CORSIM simulation analysis. The 2032 E+C and 2032 Build improvements are illustrated in Figures I-1 and I-2, respectively. Georgia I-9 Department of Transportation HNTB Corporation SR 316 Implementation Plan Study Recommendations Table I-9 Summary of Implementation Plan Current Intersection name I-85 and Boggs Road Herrington Road Sugarloaf Parkway Riverside Parkway Current Programming Under construction (HOV interchange included) HOV Interchange (PI 0003168) PI 122750 (widening) project begins County Gwinnett Gwinnett Gwinnett Gwinnett 2015 E+C Network As constructed HOV interchange as concepted As existing As existing 2032 E+C Network Same as 2015 E+C Same as 2015 E+C As existing Add one GP lane each direction to east of Walther Blvd 2032 Build Network Same as 2015 E+C Same as 2015 E+C As existing Same as 2032 E+C Lawrenceville-Suwanee Rd SR 120 Walther Blvd/ Hurricane Shoals Collins Hill Rd SR 20 Hi Hope Road HOV Interchange (PI 0003168) (half diamond - west side only); Within bounds of PI 122750 (widening) Gwinnett New bridge (PI 0003168); Within bounds of PI 122750 (widening) Gwinnett HOV Interchange (PI 0003168); PI 122750 (widening) project ends east of Walther Blvd; PI 122710 (widening + CDs) begins east of Walther Blvd Gwinnett Interchange (PI 0004086) - Part of PI 0003168 (includes CD Road to SR 20); Within bounds of PI 122710 (widening+CDs) Gwinnett Interchange (PI 0004086) - Part of PI 0003168 (includes CD Road to Collins Hill Rd); PI 122710 (widening+CDs) project ends east of SR 20; PI 122760 (widening) project begins east of SR 20 Gwinnett HOV Interchange (PI 0003168) (half diamond - west side only); Within boundaries of PI 122760 (widening) Gwinnett Partial HOV interchange (westbound) as concepted New bridge as concepted Full HOV interchange as concepted Split diamond to SR 20 (PI 0004086) Split diamond from Collins Hill (PI 0004086) as concepted except for additional SB right turn lane Half drop HOV interchange (westbound) as concepted (PI 0003168) (6-lane bridge); Widen Hi Hope Rd/Hurricane Shoals Rd to 4 lanes (Airport Rd to split) Add SB left turn lane at Lawrenceville-Suwanee/SR 120 Intersection Add WB right turn lane at WB ramp terminal intersection Add traffic signal at ramp terminal intersection and add one GP lane each direction to east of SR 20 Same as 2015 E+C Add one GP lane each direction to west of Progress Center Avenue Same as 2015 E+C Same as 2032 E+C Same as 2032 E+C Same as 2032 E+C Same as 2015 E+C Same as 2032 E+C Full HOV interchange (PI 0004869) (6-lane bridge) CR 183/ West Progress Center Ave HOV Interchange (PI 0003168) project ends; HOV project (PI 0004869) project begins; PI 122760 (widening) project (north) & Airport Rd (south) ends west of Progress Center; PI 122770 (widening) project begins west of Progress Center Gwinnett Cedars Road Within bounds of PI 0004869 (HOV lanes); PI 122770 (widening) project ends east of Cedars Rd; PI 0006937 (widening) project begins Gwinnett Hurricane Trail Fence Road Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening) Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening) - design includes direct truck access for Publix (inbound/outbound in both east and west directions) Gwinnett Gwinnett Winder Hwy & US 29 / SR 8 (north) Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening) Sugarloaf Parkway Extension Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening); PI 0006923, 0006924 (new construction "Sugarloaf Parkway Extension") begin/end at SR 316 Gwinnett Gwinnett Harbins Road Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening); Gwinnett Drowning Creek Road Kilcrease Road / CR 74 Patrick Mill Road / CR 93 Carl Bethlehem Road SR 81 / Charles Floyd Rd Harry McCarty Rd / CR 110 SR 11 Harrison Mill Rd / CR 144 Smith Cemetary Rd (north) / Ode Pepers Rd (south) Jackson Trail Road / CR 139 Hog Mountain Rd / SR 53 Wall Road / CR 159 Within bounds of PI 0004869 (HOV lanes) - PI 0006937 (widening) project ends; Grade Separation (122870); Patrick Mill Road / W. Winder Bypass interchange (PI 0006327) Grade Separation (122870) Interchange - PI 0008429 - task order (Split out of PI 122870); Grade Separation (122870); Interchange - PI 0008430 - task order (Split out of PI 122870); PI 0007832 (widening of SR 11 south of SR 316) project begins at SR 316 Grade Separation (122870) Gwinnett Barrow Barrow Barrow Barrow Barrow Barrow Barrow Interchange or Termination (PI 122870) Termination (PI 122870) Interchange - PI 0008431 - task order (Split out of PI 122870) Termination (122870) Barrow Barrow Barrow Barrow Bethlehem St & SR 211 (north) Barber Creek Road / CR 329 Dial Road / Craft Road / CR 214 Dials Mill Ext / CR 58 Dials Mill Rd / CR 60 Pete Dickens Rd / CR 52 Bogart Parkway McNutt Creek Road Mars Hill / CR 273 US 78 / SR 10 Julian Dr / CR 20 Interchange (122870) Grade Separation (122870) Grade separation or termination (0007685) Termination (0007685) Grade Separation (0007685) Grade Separation (0007685) Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Grade Separation (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Barrow Barrow Barrow Oconee Oconee Oconee Oconee Oconee Oconee Oconee Oconee Jimmy Daniel Road / CR 55 Interchange w/ or W/out CD (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Oconee termination (0003168) as concepted; HOV entrance & exit merge (PI 0003168) As existing As existing Add SB right turn lane As existing Interchange & Sugarloaf Pkwy Ext. (southern connection - TIP# GW-308A3) Clover leaf concepted for this project without northern connection As existing As existing Add SB right turn lane at SR 316 and SB left turn lane at Fred Kilcrease Rd As existing As existing Frontage Rd (81 to Harry McCarty) under CST As existing As existing As existing As existing As existing As existing As existing As existing As existing As existing Add traffic signal As existing No intersection As existing As existing As existing Add traffic signal at WB ramp terminal intersection As existing Add SB left turn lane Add one GP lane each direction to east of Cedars Road SOV Interchange - (not programmed individually, but as part of HOV project - PI 0004869) tight urban diamond or SPUI (6-lane bridge) Remove direct merge access Same as 2032 E+C Termination (not programmed individually, but as part of HOV project - Direct Merge access to HOV / Termination of intersection (PI PI 0004869) 0004869) Termination (not programmed individually, but as part of HOV project - PI 0004869) Same as 2032 E+C SOV Interchange (not programmed individually, but as part of HOV project - PI 0004869) (6-lane bridge) Same as 2032 E+C Clover leaf Interchange & Sugarloaf Pkwy Ext.(northern connection - PI 0006924) Same as 2032 E+C Termination (not programmed individually, but as part of HOV project - Partial HOV Interchange (Westbound) - PI 0004869 (4-lane PI 0004869) bridge) SOV Interchange (not programmed individually, but as part of HOV project - PI 0004869) (4-lane bridge) grade seperation (PI 122870) Direct HOV merge access west of intersection Full HOV interchange (not programmed) (6-lane bridge) W. Winder Bypass & SOV interchange (PI 0006327) as concepted grade seperation (PI 122870) SOV Interchange (PI 0004869) grade seperation (PI 122870) Same as 2032 E+C Full HOV interchange (not programmed) (6-lane bridge) Same as 2032 E+C Full HOV interchange (not programmed) (4-lane bridge) SOV interchange (0008430); SR 11 widening, south of 316 (0007832) Same as 2032 E+C grade seperation (PI 122870) Full HOV interchange (not programmed) (4-lane bridge) Termination (122870) Termination (122870) SOV interchange (0008431) termination (122870) SOV interchange (122870) (3-lane bridge) grade seperation (PI 122870) grade seperation (122870) termination (0007685) Termination (0007685) No intersection SOV interchange (0007685) (6-lane bridge) termination (0007685) grade seperation (0007685) As existing grade seperation (0007685) SOV interchange (0007685) (3-lane bridge) and add auxiliary lane in each direction to Oconee Connector Same as 2032 E+C Same as 2032 E+C Same as 2032 E+C grade seperation (not programmed) Same as 2032 E+C except for direct merge access to HOV (not programmed) Full HOV interchange (not programmed) (4-lane bridge) Same as 2032 E+C Same as 2032 E+C Full HOV interchange (not programmed) (4-lane bridge) No intersection Same as 2032 E+C Same as 2032 E+C Full HOV interchange (not programmed) (4-lane bridge) As existing Same as 2032 E+C Same as 2032 E+C Virgil Langford Rd / CR 37 Oconee Connector Epps Bridge Road / CR 261 SR 10 Loop / Athens Bypass Termination (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Interchange w/ or W/out CD "Epps Bridge Road Extension" (0007685); PI 0001098 (Jennings Mill Parkway extension) ends north of SR 316 & Oconee Connector interchange; PI 142060 (widening of SR 53 & Mars Hill Rd) intersects SR 316; Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Modify existing interchange w/ CD (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Oconee Oconee Oconee Oconee As existing Jennings Mill (0001098) As existing As existing Termination (0007685) Full HOV interchange (not programmed) (6-lane bridge) SOV interchange (0007685); CD road to SR 10 Loop; SR 53 & Mars Hill widening (142060) (6-lane bridge) Same as 2032 E+C CD Road to SR 10 Loop Same as 2032 E+C Interchange Modification (0007685) (6-lane bridge) Add one westbound SR 316 lane and widen bridge to 7 lanes Georgia I-10 Department of Transportation Final Report April 2009 HNTB Corporation SR 316 Implementation Plan Executive Summary Figure I-1 2032 Existing Plus Committed Improvements Final Report April 2009 Georgia I-11 Department of Transportation HNTB Corporation SR 316 Implementation Plan Executive Summary Figure I-2 2032 Build Improvements Final Report April 2009 Georgia I-12 Department of Transportation HNTB Corporation SR 316 Implementation Plan Project Description Final Report April 2009 SECTION II PROJECT DESCRIPTION INTRODUCTION The SR 316 Implementation Plan is a study conducted by the Georgia Department of Transportation (GDOT) of planned and programmed transportation improvements along the SR 316/University Parkway Corridor in Gwinnett, Barrow and Oconee Counties, Georgia. The roughly 40-mile corridor begins in Athens, Georgia at the beginning of the state route at the SR 10, Athens Loop and ends at the termination of the state route at Interstate 85 in Gwinnett County, Georgia (see Figure II-1). It serves as a major transportation conduit between the University of Georgia, the city of Athens and the Atlanta Metropolitan area. This corridor has experienced substantial growth in traffic volumes over the last several decades and is in need of significant traffic capacity improvements. BACKGROUND Several studies, design and construction projects have been performed by GDOT that included the SR 316 corridor. Four of these GDOT sponsored projects are as follows: State Route 316 Corridor Analysis HOV Strategic Implementation Plan for the Atlanta Region SR 316/I-85 Interchange Reconstruction SR 316 Grade Separation Projects State Route 316 Corridor Analysis The "State Route 316 Corridor Analysis" study, completed in February, 2002, evaluated safety, congestion, economic development and interconnectivity issues within the corridor. This 2001 study encompassed the same study limits as this SR 316 Implementation Plan. This study concluded that traffic, population and employment in the study area were expected to double by the year 2025. The report included the following list of recommended improvements: Extend the existing four-lane SR 316 freeway from SR 120 to SR 10, Athens Loop Construct one auxiliary freeway lane in each direction between SR 120 and Boggs Road interchanges in Gwinnett County Construct a barrier separated high occupancy vehicle facility in the median of SR 316 from I-85 to SR 10 (one HOV lane in each direction with HOV-only interchanges) Construct new collector-distributor roads in each direction between SR 120 and Winder Highway./SR 8 in Gwinnett County Georgia II-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Project Description Figure II-1 Study Area Map Final Report April 2009 Study Area Limits HOV Strategic Implementation Plan for the Atlanta Region The "HOV Strategic Implementation Plan for the Atlanta Region" evaluated the construction of HOV facilities throughout the Atlanta metropolitan region. SR 316 in Gwinnett and Barrow Counties was one of the corridors included in this study. This study prioritized the potentially feasible HOV projects into seven levels called tiers. The study prioritized the construction of HOV facilities along SR 316 between I-85 and US 78 into multiple tiers. The final prioritization recommendations for SR 316 HOV facilities were as follows: Georgia II-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan Project Description Final Report April 2009 From I-85 to SR 20 (Gwinnett County) Tier 1 From SR 20 to Drowning Creek Road (Gwinnett County) Tier 6 From Drowning Creek Road to SR 11 (Gwinnett County) Tier 7 From SR 11 to US 78 (Gwinnett and Barrow Counties) Tier 7 At the request of the GDOT Office of Urban Design, an implementation plan is needed to provide project recommendations that bridge the results of these two planning studies. I-85/SR 316 Interchange Reconstruction In 2006, GDOT began reconstruction of the I-85/SR 316 Interchange (PI No. 110530). These improvements included new HOV lanes along SR 316 and collector-distributor roads along I-85. Crews will construct 13 bridges including a new flyover bridge from SR 316 west to Pleasant Hill Road (eliminating the need to enter I-85) and a flyover bridge from SR 316 to I-85 southbound. The current SR 316 westbound entrance ramp to I-85 southbound will become an HOV only ramp. Approximately 17 miles of HOV lanes will be added along I-85 north and southbound and on SR 316 east and westbound. Approximately 11 miles of new collector-distributor lanes (similar to access roads that run parallel to I-85) will be built. SR 316 Grade Separation Projects GDOT is currently in the concept phase for three grade separation projects on SR 316 in Barrow County. These projects will grade separate the following SR 316 intersections prior to the construction of the full freeway system: SR 81/Loganville Highway PI No. 008429 SR 11/Winder-Monroe Highway PI No. 008430 SR 53/Hog Mountain Road PI No. 008431 At all three locations, GDOT is evaluating the feasibility of standard diamond and partial cloverleaf interchange configurations. GDOT is also considering interim at-grade type improvements at these locations to partially relieve traffic congestion prior to the construction of the final grade separation structures. PURPOSE OF THE STUDY The purpose of this study is to develop tools for GDOT to evaluate the currently planned and other potential highway improvement projects within the SR 316 corridor to determine an implementation plan for these projects. This plan will provide current and future year traffic, corridor level of service (LOS), accident data and a comprehensive review of projects in the SR 316 corridor. Projects in the construction work program Georgia II-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan Project Description Final Report April 2009 (CWP) and in Long Range (LR) will be evaluated to determine if they will address the needs of the corridor in the most efficient way. STAKEHOLDER IDENTIFICATION The stakeholders coordinated with during this study included the following local governments: Gwinnett County Department of Transportation Barrow County Public Works Department Oconee County Public Works Department The planning team met with elected official and/or staff at Barrow and Gwinnett Counties on August 6, 2007 and with Oconee County on August 8, 2007. The county representatives provided input related to the major land development plans and proposed roadway improvements on SR 316 in their respective counties. Georgia II-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Data Collection Final Report April 2009 SECTION III DATA COLLECTION CONSTRUCTION PLANS AND REPORTS The planning team collected plans for all the roadway projects along the SR 316 corridor. These plans ranged between concept plans for the Barrow County SR 316 grade separation projects to construction plans for other SR 316 related projects in Gwinnett and Oconee Counties. SR 316 TRAVEL DEMAND MODELS The planning team collected the Athens-Clarke County Travel Demand Models, the Atlanta Regional Travel Demand Models and the SR 316 travel demand models previously prepared during the "State Route 316 Corridor Analysis" study. These models were used as the basis for developing a more refined travel demand model for this study. TRAFFIC DATA COLLECTION GDOT's traffic data collection contractor performed all the traffic freeway mainline classification counts, ramp counts, arterial counts and intersection turning movement counts throughout the entire corridor in the first half of 2007. GDOT also provided historical accident data in the corridor for the time period from January, 2001 to December, 2005. Georgia Department of Transportation III-1 HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Final Report April 2009 SECTION IV PROGRAMMED AND FUTURE PROJECTS For the purposes of this study, programmed and future highway improvement projects used in the implementation analysis fell into the three following categories: 1. Programmed projects scheduled to be completed before 2015 2. Programmed General Purpose (GP) projects scheduled to be completed between 2015 and 2032 3. Eastern expansion of SR 316 HOV system to SR 10 (Athens Loop) Table IV-1 lists the programmed projects scheduled to be completed before 2015. These projects can be described in general terms by the eastern expansion of SR 316 GP and HOV freeway facilities to east of Hi Hope Road in Gwinnett County. Table IV-2 lists the GP programmed projects scheduled to be completed between 2015 and 2032. These projects can be described in general terms by widening the SR 316 GP lanes from four through lanes to six through lanes from Riverside Parkway to Drowning Creek Road. It does not include adding one auxiliary lane between Boggs Road and Riverside Parkway, which is not currently programmed but is recommended in the 2002 "State Route 316 Corridor Analysis" study. It also includes the eastern expansion of new SR 316 GP interchanges to the SR 10 Athens Loop in Oconee County, which includes a new GP interchange at Bogart Parkway (at the special request of Oconee County even though it is not currently programmed by the Athens MPO). Note that a Bogart Parkway roadway does not currently exist. Therefore, the programming of an interchange at this location is contingent upon the inclusion of a Bogart Parkway road construction project being included in the Athens MPO Transportation Plan. Table IV-3 lists the proposed HOV interchanges associated with the expansion of SR 316 HOV lanes to the SR 10 Athens Loop. All of the tables include location numbers for each specific highway improvement, which can be used to identify the projects on the respective Gwinnett, Barrow, and Oconee County highway maps, see Figures IV-1, IV-2 or IV-3. Georgia IV-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Final Report April 2009 Table IV-1 2015 Programmed Highway Improvements along SR 316 Loc Project County P.I. No. # 1 I-85/SR 316 Gwinnett 110530 Interchange 2 SR 316 HOV Gwinnett 0003168 Lanes 3 Herrington Road Gwinnett 0003168 HOV Interchange 4 Lawrenceville- Gwinnett 0003168 Suwanee Road HOV Interchange 5 SR 120 Inter- Gwinnett 0003168 change Bridge 6 Walther Boulevard Gwinnett 0003168 HOV Interchange 7 Hi Hope Road Gwinnett 0003168 HOV Interchange 8 Collins Hill Road Gwinnett 0004086 Interchange 9 SR 20 Interchange Gwinnett 0004086 10 Sugarloaf Parkway Gwinnett GW- Extension 308A3 11 SR 81 Frontage Barrow N/A Road 12 Jennings Mill Oconee 0001098 Parkway Description Comment Expansion of HOV Lanes on I-85 & SR 316 & Interchange Improvements Extension of HOV Lanes to West Progress Center Avenue Full Drop HOV Only Interchange at existing overpass Partial Drop HOV Only Interchange at existing overpass (west side) Recently Constructed Construction to Begin in 2012 Construction to Begin in 2012 Construction to Begin in 2012 New bridge over SR 316 Full Drop HOV Only Interchange at existing intersection Partial Drop HOV Only Interchange at existing overpass (west side) Split Diamond Interchange (Western half) with CD Roads Split Diamond Interchange (Eastern half) with CD Roads New alignment with half cloverleaf interchange at SR 316 Frontage Road between SR 81 and Harry McCarty Road New multi-lane highway connecting with SR 316 at Oconee Connector Construction to Begin in 2012 Construction to Begin in 2012 Construction to Begin in 2012 Under Design Under Design Under Design by Gwinnett County Recently Constructed Under Design Table IV-2 2032 Programmed GP Highway Improvements along SR 316 Loc Project # 12A SR 316 Widening 12A SR 316 Widening 12A SR 316 Widening 12A SR 316 Widening 12A SR 316 Widening 13 Cedars Road Interchange 14 US 29/SR 8 Interchange County Gwinnett P.I. No. 122750 Gwinnett 122710 Gwinnett 122760 Gwinnett 122770 Gwinnett 0006937 Gwinnett Gwinnett 0004869 0004869 Description New GP Lanes (Widen from 4 to 6 lanes) Riverside Pkwy to east of Walther Blvd New GP Lanes (Widen from 4 to 6 lanes) East of Walther Blvd to east of SR 20 New GP Lanes (Widen from 4 to 6 lanes) East of SR 20 to West of Progress Center Ave New GP Lanes (Widen from 4 to 6 lanes) West of Progress Center Ave to East of Cedars Rd New GP Lanes (Widen from 4 to 6 lanes) East of Cedars Rd to Drowning Creek Rd New GP Interchange (Single Point Diamond) New GP Diamond Interchange Comment Long Range Long Range Long Range Long Range Long Range Part of HOV Extension Part of HOV Extension Georgia IV-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Final Report April 2009 Table IV-2 2032 Programmed GP Highway Improvements along SR 316 (continued) 10 Sugarloaf Parkway Gwinnett 0006924 New alignment north of SR 316 with Extension northern half of Cloverleaf Interchange 15 Drowning Creek Gwinnett 0004869 New GP Diamond Interchange Interchange 16 Kilcrease Road Barrow 122870 New grade separation Grade Separation 17 Patrick Mill Road Barrow 0006327 New GP Diamond Interchange for Interchange West Winder Bypass 18 Carl Bethlehem Barrow 122870 New grade separation Road Grade Separation 19 SR 81 Interchange Barrow 0008429 New GP Interchange 20 Harry McCarty Road Barrow Grade Separation 21 SR 11 Interchange Barrow 22 Harrison Mill Road Grade Separation 23 SR 53 Interchange Barrow Barrow 122870 0008430 122870 0008431 New grade separation New GP Interchange with widening of SR 11 south of SR 316 New grade separation New GP Interchange 24 SR 211 Interchange Barrow 25 Barber Creek Road Barrow Grade Separation 26 Dial Road/Craft Barrow Road Grade Separation 27 Bogart Parkway Oconee 28 Mars Hill Grade Oconee Separation 29 Julian Drive Grade Oconee Separation 30 Jimmy Daniel Road Oconee Interchange 31 Oconee Connector Oconee Interchange 32 SR 10/Athens Loop Oconee Interchange 122870 122870 122870 N/A (Oconee County project) 0007685 0007685 0007685 0007685 0007685 New GP Interchange New grade separation New grade separation New GP Interchange New grade separation New grade separation New GP Interchange New GP Interchange and CV Roads to SR 10 Modification of existing GP Interchange and CD Roads to Oconee Connector Future Design by Gwinnett County Part of HOV Extension Long Range Concept Approved Long Range Under Concept Design Long Range Under Concept Design Long Range Under Concept Design Long Range Long Range Long Range Long Range Long Range Long Range Long Range Long Range Long Range Georgia IV-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Final Report April 2009 Table IV-3 2032 HOV Highway Improvements along SR 316 Loc Project County # N/A HOV Lane Extension Gwinnett P.I. No. 0004869 Description Eastern extension of HOV Lanes to west of Drowning Creek Road N/A HOV Lane Extension Gwinnett/ Barrow/ Oconee 7 Hi Hope Road Gwinnett Interchange 33 Harbins Road Gwinnett Interchange 16 Kilcrease Road Barrow Interchange 18 Carl Bethlehem Road Barrow Interchange 20 Harry McCarty Road Barrow Interchange 22 Harrison Mill Road Barrow Interchange 34 Wall Road Grade Barrow Separation 25 Barber Creek Road Barrow Interchange 35 Dials Mill Road Oconee Interchange 28 Mars Hill Oconee Interchange 36 Virgil Langford Oconee Road Interchange N/A 0004869 0004869 N/A N/A N/A N/A N/A N/A N/A N/A N/A Eastern extension of HOV Lanes to west of SR 10, Athens Loop New Full Drop HOV Interchange New Partial Drop HOV New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange New grade separation New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange Comment Final Programmed HOV Extension Not Programmed Part of HOV Extension Part of HOV Extension Not Programmed Not Programmed Not Programmed Not Programmed Not Programmed Not Programmed Not Programmed Not Programmed Not Programmed Georgia IV-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Figure IV-1 Gwinnett County Highway Map Final Report April 2009 1 3 7 13 37 14 8 9 10 33 15 6 5 2 4 12A LEGEND State Route 316 10 Location # Georgia IV-5 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Figure IV-2 Barrow County Highway Map Final Report April 2009 16 17 18 19 11 22 20 21 34 23 24 25 26 LEGEND State Route 316 10 Location # Georgia IV-6 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Figure IV-3 Oconee County Highway Map Final Report April 2009 35 27 28 38 29 30 36 12 32 31 LEGEND State Route 316 10 Location # Access Termination Along SR 316 Below is a list of roads that currently intersect SR 316 and would lose access with the implementation of the GP and HOV improvements. The locations with comments indentify specific access issues at each location. If no comment is listed, convenient alternate access can be provided by existing or proposed interchanges. Georgia IV-7 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects Final Report April 2009 University Center Lane Driveway across from University Center Lane Commercial drive for a car dealership, which currently has no alternate access. Access could be granted through an extension of Hillcrest Green Drive. Driveway East of Collins Hill Road Commercial drive for a RV dealership with no other access. It is a large property that could possibly connect to Park Access Drive in the front, if the road were extended, or to Buford Drive located along the back of the property, but this would probably require repositioning of the building. Unimproved driveway East of Collins Hill Road across from RV dealership This is a large parcel that could be connected to either Buford Drive or Collins Hill Road by a new access road. Hosea Rd Wimberly Way Progress Center Avenue Driveway East of Cedars Rd Access to Gwinnett County Airport (Briscoe Field) runway approach surface lights. Alternate access could be created from Cedars Road. Hurricane Trail Fence Road Oak Valley Road Connect toWest Drowning Creek Road with new access road. Williams Farm Drive Connect to Drowning Creek Road with new access road. Ode Pepper Road Access would be provided via Smith Mill Road (SR 324). Smith Cemetery Road Access would be provided via Hog Mountain Road (SR 53). Jackson Trail Road (North of SR 316) Same as Smith Cemetery Road. Jackson Trail Road (South of SR 316) Same as Ode Pepper Road. Wall Road/Elder Road Georgia IV-8 Department of Transportation HNTB Corporation SR 316 Implementation Plan Programmed and Future Projects McCarty Road (North of SR 316) Access via Price Street. Final Report April 2009 McCarty Road (South of SR 316) Access via Bethlehem Road (SR 211) with new access road. Crowe Road Dials Mill Road Access via a new frontage road network that Oconee County has planned to construct. Pete Dickens Road Same as Dials Mill Road McNutt Creek Road Same as Dials Mill Road Virgil Langford Road (North of SR 316 ) Access via Oconee Connector. Virgil Langford Road (South of SR 316) Access via Mars Hill Road. Georgia IV-9 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 SECTION V TRAFFIC FORECASTS Traffic forecasts for this study were estimated using a combination of current traffic counts and traffic projections taken from a corridor travel demand model that was prepared specifically for this study. The traffic forecast methodology is summarized in further detail in this section. CORRIDOR TRAVEL DEMAND MODEL SR 316 travels through two MPO's Atlanta Regional Commission (ARC) and Madison Athens-Clarke Oconee Regional Transportation Study (MACORTS). In 2001, a corridor model was developed for SR 316 by another consultant for GDOT. This previous model was not updated for this study for several reasons. At that time, Barrow County was not a part of ARC's travel demand model and special procedures, outside of the TP+/Cube software package, were developed to accommodate the analysis. Another reason for developing a new model is the fact that both ARC and MACORTS have revised their travel demand models since 2001. Finally, the previous model did not follow GDOT's established modeling process; therefore, a new corridor-based travel demand model was developed for the SR 316. The following models served as a base for the SR 316 Corridor Model: ARC's 20-County Model 2005, 2015, and 2030 MACORTS Model 2000, 2030 The entire portion of Gwinnett and Barrow County were extracted from the ARC model and a portion of Oconee and Clarke County were extracted from the MACORTS model. The extracted portions of these two models were then merged to form a single corridorbased model. While the MACORTS model was developed using GDOT's modeling procedures, ARC's model is more detailed due to mode choice options and monitoring air quality needs. Look-up tables were developed to convert ARC's model data into GDOT's format. This was done to convert the facility type classifications and the socioeconomic data. The following table shows how the facility types were changed from ARC's nomenclature to GDOT's. Georgia V-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 Table V-1 Facility Type Conversion Code 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 ARC's Travel Demand Model Description Zone Centroid Connectors Interstate / Freeway Free Flow Parkway HOV Buffer Separated HOV Barrier Separated High Speed Ramp / CD Road Medium Speed Ramp Low Speed Ramp Loop Ramp Off Ramp w/ Intersection On Ramp w/ Intersection Expressway Principal Arterial - Class I Principal Arterial - Class II Minor Arterial - Class I Minor Arterial - Class II HOV - Arterial (all classes) Major Collector Minor Collector Planned Ramps w/ Intersections Planned Directional Ramps GDOT's Travel Demand Model Code Description 32 Centroid Connector 1 Interstate 4 Parkway 2 Freeway 2 Freeway 6 Freeway to Freeway Ramp 6 Freeway to Freeway Ramp 8 Freeway Exit Ramp 6 Freeway to Freeway Ramp 8 Freeway Exit Ramp 7 Freeway Entrance Ramp 3 Expressway 11 Principal Arterial Class I 12 Principal Arterial Class II 13 Minor Arterial Class I 14 Minor Arterial Class II 12 Principal Arterial Class II 21 Major Collector 22 Minor Collector - Not Needed - Not Needed Adjustments to the socioeconomic data were also necessary. The ARC model uses additional socioeconomic fields to classify their data. The table below shows the ARC classifications and how they were adapted to GDOT's classifications. Table V-2 Socioeconomic Data Conversion Zone Construct_EMP Manuf_EMP TCU_EMP Whlsale_EMP Retail_EMP Fire_EMP Serv_EMP Tot Private_EMP Govrnment_EMP TOTAL_EMP Population Households Univ_Enroll Acres ARC N Not Used MANUF SERVICE WHOLE RETAIL SERVICE SERVICE Note Used SERVICE TOTEMP POP HH SCHOOL ACRES GDOT Georgia V-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 The only change necessary with the MACORTS socioeconomic data was to combine the `School' field with the `University' field. MODEL VALIDATION AND CALIBRATION The SR 316 travel demand model was calibrated and validated by comparing model outputs to expected targets in processes of trip generation, trip distribution and trip assignment. The primary sources used as calibration targets for checking the reasonableness of model parameters and results include: National Cooperative Highway Research Program (NCHRP) Report 365 Travel Estimation Techniques for Urban Planning Model Validation and Reasonableness Checking Manual, Travel Model Improvement Program, Federal Highway Administration Calibration and Adjustment of System Planning Models, USDOT, Federal Highway Administration Trip Generation The primary targets GDOT uses for validating the trip generation process and the SR 316 corridor travel demand model trip generation results are compared in Table V-3. Except for Home-Based Work (HBW) trips that have a production/attraction (P/A) ratio slightly higher than GDOT range, all other model results agree with GDOT target ranges or values. This means that before balancing trips, the HBW production trips are 20 percent higher than the HBW attraction trips. Table V-3 Trip Generation Validation Calibration Measure Socio-Economic Data Persons / Household Workers / Household Trip Generation Person Trips Per Household Person Trips Per Person HBW Trips / Employee Shopping Trips / Retail Employment P/A Ratio Before Balancing (HBW) P/A Ratio Before Balancing HomeBased Other (HBO) P/A Ratio Before Balancing HomeBased Shopping (HBS) P/A Ratio Before Balancing NonHome-Based (NHB) Target Range / Value 2 - 4 1 - 3 8.5 - 9.2 3 - 4 < 2 - 0.9 - 1.1 0.9 - 1.1 0.9 - 1.1 0.9 - 1.1 SR 316 Model 2.8 1.2 9.0 3.2 0.4 10.5 1.2 1.1 1.1 0.9 Georgia V-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 Trip Distribution The Census Transportation Planning Package (CTPP) 2000 Journey to Work (JTW) data shows the average motorized non-public-transportation Journey to Work trip length in Gwinnett, Barrow, Clarke and Oconee counties. Since the Internal-External (I-E) trips were grouped into a separate trip purpose in the SR 316 corridor model, which included part of the HBW trips, an adjusted CTPP Journey to Work trip length was estimated to include the internal-internal (I-I) work trips only. The average trip length for other trip purposes such as Home-Based Other, Home-Based Shopping and Non-Home-Based (HBO, HBS and NHB), were estimated for the SR 316 study area based on equations from Calibration and Adjustment of System Planning Models and NCHRP Report 365. In the trip distribution process, the friction factors for different trip purposes (HBW, HBO, HBS, NHB, Truck (TRK), IE and Internal-External Truck (IETRK)) were iteratively calibrated by comparing the modeled average trip length with the adjusted CTPP target values. Table V-4 shows the estimated friction factors, resulting average trip length and calibration target values by different trip purposes. Table V-4 Trip Distribution Validation Estimates for Friction Factor Parameters Trip Purpose HBW HBO HBS Parameter 0.100 0.100 0.100 Mean Trip Length Target 24.0 21.9 21.6 Model 26.4 21.9 21.6 NHB 0.120 17.7 18.0 TRK 0.100 25.0 26.9 IE 0.170 30.0 29.4 IETRK 0.200 35.0 36.7 Trip Assignment In the trip assignment process, calibration efforts were measured by a variety of statistics, including system-wide vehicle miles of travel (VMT), VMT by functional class, systemwide percent deviation of traffic, percent deviation of traffic by functional class, percent deviation of traffic by screenline, and system-wide coefficient of determination. All these statistics were generated by comparing model estimated traffic volumes, average trip lengths, and vehicle miles of travel with observed values. Link Volume Percent Deviation The Percent Deviation method is described in the technical report titled Calibration and Adjustment of System Planning Models, FHWA-ED-90-015. This method is used to calibrate a model for system-wide studies. It is based on the expectation that the travel demand model should accurately predict the number of through-lanes required to provide a specified level of service for a given facility. Traffic assignment deviation should not result in a design deviation of more than one highway travel lane. Therefore, the Georgia V-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 expected accuracy of the model increases as the average annual daily traffic (AADT) on a facility increases. The percent deviation is calculated as follows: Percent Deviation = [(Base Year Assignment Base Year Count)/Base Year Count]*100 Figures V-1 and V-2 show the deviation between the year 2007 volumes assigned by the model and observed traffic counts for the study area. Maximum desired deviation is represented by the red thick sloping curve in Figure V-1. In the SR 316 model, the following equation, provided by GDOT, was used to estimate the Maximum Desirable Deviation for individual links: Maximum Desirable % Deviation links = 38.262 * AADTTwo-Way 10000 -0.4361 Figure V-1 Traffic Assignment Percent Deviation 200% 150% 100% 50% 0% 0 -50% 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,000 180,000 200,000 220,000 240,000 -100% -150% -200% Observed Deviation Maximum Desirable Deviation + Maximum Desirable Deviation - Figure V-1 indicates that most of the link-level model deviation points are concentrated between maximum desirable deviation positive line and maximum desirable deviation negative line. The following conclusions are drawn from the graph: Most of the model highway links were assigned volumes which were in reasonable agreement with traffic counts; Observed traffic counts for most of the highway links were under 100,000 per day; and, Georgia V-5 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 There are a few links where deviation points are located outside of the maximum desirable deviation curves. Most of these occur on facilities with low daily traffic volumes. In addition, noticeable negative deviations are observed on several links with extremely high volumes along I-85. These underestimated traffic volumes were mainly due to the external-external (E-E) trip loss on I-85 caused by the Fratar algorithm. Since the model was calibrated to existing conditions along SR 316, the E-E trip loss is not expected to significantly affect the travel demand estimations on SR 316. R-Square / Scatter Plot The linear correlation coefficient (R2) is another indicator of how closely modeled volumes approach traffic counts. According to the Model Validation and Reasonableness Checking Manual, FHWA, Feb, 1997, systemwide R2 should be greater than 0.88 for a reasonably validated model. The R2 value for the SR 316 model was 0.91. A scatter plot of modeled volumes versus traffic counts helps identify outliers. Figure V-2 presents the scatter plots of modeled volumes versus traffic counts. As indicated in the figure, most modeled volumes are within +/- 5,000 of the corresponding traffic counts. The +/- 5,000 range is a randomly selected range utilized to illustrate and reference data variations. Figure V-2 Scatter Plot of Modeled Volume versus Traffic Counts 140,000 120,000 100,000 R2 = 0.914 80,000 60,000 40,000 20,000 0 0 20,000 40,000 60,000 80,000 100,000 120,000 140,000 Count vs. Volume X=Y -5,000 5,000 Linear (Count vs. Volume) Vehicle-Miles of Travel (VMT) Comparing the assigned VMT to the observed VMT provides another method to check the reasonableness of the assignment. Assigned VMT is simply the product of the link Georgia V-6 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 volume and the link distance, summed over the desired facility type. The observed VMT is a product of a comprehensive traffic count program. Table V-5 shows VMT statistics aggregated by functional classification for both modeled VMT and actual VMT of 2005 for the SR 316 study area. The actual VMT was taken from GDOT's Report 445 listing VMT summarized by Gwinnett, Barrow, Clarke and Oconee Counties. It is noted that the SR 316 study area does not cover the entire Clarke County and Oconee County. Therefore, the model may produce VMT with noticeable deviations from observed values. Table V-5 SR 316 Model VMT Facility Type VMT Observed(1) Model Error Difference Percent Interstates 6,611,518 5,671,014 -940,503 -14.2% Principal Arterial 4,678,575 6,718,353 2,039,778 43.6% Minor Arterial 5,328,250 4,325,255 -1,002,995 -18.8% Collector 2,977,634 4,082,655 1,105,021 37.1% Total VMT 19,595,977 20,797,278 1,201,301 6.1% (1): Observed values were obtained from GDOT report 445-2000. VMT Distribution Observed Model 33.7% 27.3% 23.9% 32.3% 27.2% 20.8% 15.2% 19.6% 100.0% 100.0% Screenline Comparisons Screenline analyses were performed as another indicator to assess model reasonableness. Nine screen lines were established to intercept major traffic flows through the SR 316 study area. Assigned volumes in the base year model were compared with the 2007 traffic counts at each screenline crossing. The maximum desirable deviation for screenlines used for model calibration was from NCHRP Report 255. Table V-6 Screenline Analysis Screenline Screenline 1 - Eastern Barrow County Screenline 2 - South of Athens Screenline 3 - Eastern Gwinnett County Screenline 4 - South of Barrow County Screenline 5 - West to Athens Loop Screenline 6 - West of Athens Screenline 7 - East of Lawrenceville Screenline 8 - West-South of Clark County Screenline 9 - SR 316 Total Traffic Count 17,220 108,330 95,560 27,100 67,440 161,390 40,000 133,010 712,180 3,480,185 Modeled Volume 27,071 115,262 107,400 25,965 68,007 128,240 30,656 113,824 605,224 2,979,368 Deviation% 57.2% 6.4% 12.4% -4.2% 0.8% -20.5% -23.4% -14.4% -15.0% -14.4% Max. Deviation% 48.5% 24.1% 25.2% 40.8% 28.8% 20.7% 35.2% 22.3% 11.7% 6.4% Georgia V-7 Department of Transportation HNTB Corporation SR 316 Implementation Plan Traffic Forecasts Final Report April 2009 2015 AND 2032 MODELS In addition to the existing (2007) model, models were developed for the analysis years of 2015 and 2032. The 2015 and 2032 model networks were modified to include the committed projects as previously detailed in Tables IV-1 through IV-3. These networks serve as the 2015 Existing and Committed (E+C), and 2032 E+C models. The 2015 E+C model included all GP and HOV projects that were currently programmed to be completed before 2015. The 2032 E+C model included the improvements from the 2015 E+C model plus any other GP improvements that were currently programmed to be completed before 2032. The 2032 E+C improvements would convert the entire SR 316 corridor, from I-85 to SR 10 Loop in Athens, to a limited access facility. The 2032 E+C scenario serves as a baseline to the 2032 Build scenario. The 2032 Build scenario included all the 2032 E+C improvements plus HOV improvements to extend the HOV lanes from Hi-Hope Road to SR 10 Loop in Athens. The purpose of this scenario is to measure the benefit of providing HOV lanes and HOV access points along the entire SR 316 corridor. TRAFFIC FORECASTING METHODOLOGY The SR 316 model forecasts daily volumes, therefore, only Average Daily Traffic (ADT) volumes were generated. The future ADT's were calculated by using the increase in ADT predicted by the model from the base year to the future year. Then that increase was added to the existing ADT to calculate the future ADT. In some cases where the increase was very low, a minimum percent increase was assumed. Unless there was a specific network change that would significantly reduce traffic growth, the minimum increase was 10% for the 2015 ADT's and 15% for the 2032 ADT's. The future DHV's were calculated by multiplying the existing, mirrored AM and PM peak hour volumes by the ratio of the existing and future ADT's. AM DHV's are mirrored (reverse of) PM DHV's. The traffic volume diagrams for Existing, 2015 E+C, 2032 E+C and 2032 Build are included in Appendix A. Georgia V-8 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Final Report April 2009 SECTION VI CORSIM MODELING AND TRAFFIC ANALYSIS Traffic conditions within the SR 316 corridor were analyzed for the future years of 2015 and 2032 under various conditions. The traffic operations analyses followed the procedures defined by the 2000 Highway Capacity Manual and were performed using Synchro, a traffic signal timing optimization computer software. The capacity analyses were supplemented by operational analyses using the CORSIM traffic micro-simulation computer software. The traffic analysis methodology and results are summarized in this section. TRAFFIC ANALYSIS AND SIMULATION METHODOLOGY The modeling process flow chart outlining the process used for this study is illustrated in Figure VI-1. This flow chart identifies seven distinct steps that must be followed to develop reasonably accurate simulation models. These steps include: 1. Data Collection 2. Base Model Creation 3. Model Checking 4. Comparison of Field and Model Results 5. Determination of Model Calibration 6. Model Adjustments 7. Alternatives Analysis The initial step, collection of accurate existing data, is critical to the successful calibration of micro-simulation models. If one physical characteristic is misrepresented, it is very difficult to produce a simulation model that replicates existing conditions. For example, to more accurately assess existing travel speeds, in this study these speeds were measured by a test vehicle with a global positioning system (GPS) receiver tethered to a laptop computer. While traffic volumes were measured with electronic counting equipment, intersection congestion and queues were qualitatively documented. For all the existing traffic signals where current timings were available, the actual timings were used to develop the arterial sections of the CORSIM model. Signal timings for future models were developed using Synchro to optimize the future traffic operations. The existing CORSIM roadway network was developed by importing aerial maps into MicroStation and measuring coordinates of the predetermined CORSIM network nodes. For the freeway network, these coordinates were then entered into CORSIM graphically by using the graphical interface software, TRAFED, and for the arterial network, they were entered into Synchro. After existing signal timings were entered into Synchro, the arterial network was translated to CORSIM using Synchro's translation function. After the CORSIM input data was checked for errors, the AM and PM models were run five times each and the results were averaged. Each time the model was run, a new random seed number was used to generate the simulated traffic volumes. The averaged output data from each of the five peak hour models were compared with actual measured conditions. The comparisons of total travel time through the corridor varied between 7 Georgia VI-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Figure VI-1 Traffic Simulation Modeling Flow Chart COLLECT DATA Traffic Counts Travel Time Runs Field Observations Base Mapping DEVELOP BASE MODEL Set Model Structure Input Existing Physical Network Input Balanced Traffic Volumes Input/Develop Signal Timing CHECK MODEL FOR ERRORS Check geometric inputs Check traffic volumes Check signal timing and phasing Observe animation in TRAFVU COMPARE FIELD MOE'S TO MODEL MOE'S Traffic Volumes Travel Speeds Intersection Queues/Congestion Final Report April 2009 FIELD & MODEL MOE'S MATCH WITHIN SET CRITERIA No ADJUST MODEL PARAMETERS Signal timings O-D percentages Link characteristics Global parameters Yes Calibrated Model FUTURE ALTERNATIVE ANALYSIS No-Build and Build Alternatives Summarize MOE's Georgia VI-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Final Report April 2009 and 18 percent, which is less than the 20 percent maximum necessary for calibration. The results of the model calibration are included in Appendix B. The next step was to code the programmed GP and HOV improvements into CORSIM and Synchro for the future highway network for the 2015 E+C models. After the network changes were made, the 2015 AM and PM peak hour traffic volumes were coded into CORSIM for the freeway network and into Synchro for the arterial network. Traffic signal timing was optimized for all the 2015 signalized intersections using Synchro. The arterial network, traffic volumes and signal timing for the AM and PM peak hour periods were then translated from Synchro to CORSIM. The arterial and freeway CORSIM models for each peak hour were then combined to run as single models for each peak hour. After running each model for simulated peak hour, traffic operations throughout the SR 316 were observed using TRAFVU. All the traffic bottleneck locations were evaluated to determine if minor transportation improvements could significantly reduce the simulated congestion problem. Typical types of minor improvements included new traffic signals and intersection turn lanes. If these improvements did not reduce congestion at the bottleneck, such that it did not impact adjacent intersections or other roads, then more substantial improvements were implemented. These more costly improvements were typically adding through lanes to the crossing routes in the vicinity of SR 316. The changes for the 2015 E+C network are listed in Table VI-1 (See Figures IV-1 through IV-3 for locations of improvements). Similar approaches were used for the modeling of the 2032 E+C and 2032 Build CORSIM models. The programmed projects were added to the 2032 E+C models, and then based on preliminary CORSIM runs, supplemental improvements were made to these models. The supplemental improvements made to the 2032 E+C models are listed in Table VI-2 (See Figures IV-1 through IV-3 for locations of improvements). The proposed future HOV improvements were added to create the 2032 Build CORSIM models. Then supplemental improvements were made to these models, see Table VI-3 (See Figures IV-1 through IV-3 for locations of improvements). The CORSIM input and output files for the final versions of the CORSIM models for 2007, 2015 E+C, 2032 E+C and 2032 Build conditions have been copied to a DVD, which is attached at the end of this report. Georgia VI-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Final Report April 2009 Table VI-1 Supplemental 2015 E+C Highway Improvements along SR 316 Loc Project # 4 Lawrenceville-Suwanee/SR 316 HOV Interchange Traffic Signal 9 SR 20/SR 316 Interchange Right Turn Lane 7 Hi Hope Rd Widening County Gwinnett Gwinnett Gwinnett 7 Hurricane Shoals Rd/Hi Hope Gwinnett Rd Traffic Signal & Left Turn Lane 37 Fence Rd/SR 316 Right Turn Gwinnett Lane 16 Kilcrease Rd/SR 316 Right Barrow Turn Lane 16 Kilcrease Rd/Fred Kilcrease Barrow Rd Left Turn Lane 35 Dials Mill Road Traffic Signal Oconee 38 SR 10/Monroe Hwy/SR 316 Oconee Interchange Traffic Signal 30 Jimmy Daniel Rd/SR 316 Left Oconee Turn Lane Description New traffic signal at SR 316 HOV ramp terminal intersection Convert outside SR 20 SB through lane to shared right and through lane Widen Hi Hope Rd to four lanes south of Hurricane Shoals Rd New traffic signal and WB left turn lane at existing intersection New Fence Rd SB right turn lane New Kilcrease Rd SB right turn lane New Kilcrease Rd SB left turn lane New traffic signal at existing SR 316 intersection New traffic signal at SR 316 WB ramp terminal intersection New Jimmy Daniel Rd SB left turn lane Comment SR 20 SB dual right turns Hurricane Shoals Rd WB dual left turns Table VI-2 Supplemental 2032 E+C Highway Improvements along SR 316 Loc Project # 5 Lawrenceville-Suwanee/ SR 120 Left Turn Lane 9 SR 120/SR 316 Interchange Right Turn Lane 6 Walther Boulevard/SR 316 HOV Interchange Traffic Signal 7 Hi Hope Rd Widening 32 SR 10/Athens Loop Interchange County Description Comment Gwinnett New Lawrenceville-Suwanee SB left turn lane Gwinnett Gwinnett New SR 316 WB ramp terminal intersection right lane New traffic signal at SR 316 HOV ramp terminal intersection LawrencevilleSuwanee SB dual left turns Gwinnett Oconee Widen Hi Hope Rd/Hurricane Shoals Rd to four lanes from Airport Rd to Hi Hope Rd/Hurricane Shoals Rd split Widen SR 316 to six lanes through the interchange Addition to PI # 0003168 Widen bridge to seven lanes Georgia VI-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Table VI-3 Supplemental 2032 Build Highway Improvements along SR 316 Loc Project County # 3 Herrington Rd/SR 316 HOV Gwinnett Interchange Traffic Signal 7 Hi Hope Rd/SR 316 HOV Gwinnett Interchange Traffic Signal 14 US 29/SR 8 Interchange Gwinnett Bridge Widening 33 Harbins Rd/SR 316 HOV Gwinnett Interchange Traffic Signal 16 Kilcrease Rd/SR 316 HOV Barrow Interchange Widening 16 Kilcrease Rd/SR 316 HOV Barrow Interchange Traffic Signal 16 Barrow Industrial Barrow Rd/Kilcrease Rd Traffic Signal 17 Kennedy Rd/Patrick Mill Rd Barrow Intersection Traffic Signal and Left Turn Lane 18 Carl Bethlehem Rd/SR 316 Barrow HOV Interchange Traffic Signal 35 Dials Mill Rd/SR 316 HOV Oconee Interchange Traffic Signal 38 Mars Hill Rd/SR 10/Monroe Oconee Hwy Widening Description New traffic signal at SR 316 HOV ramp terminal intersection New traffic signal at SR 316 HOV ramp terminal intersection Widen US 29/SR 8 bridge over SR 316 to six lanes New traffic signal at SR 316 HOV ramp terminal intersection Widen Kilcrease Rd to four lanes in the vicinity of SR 316 New traffic signal at SR 316 HOV ramp terminal intersection New traffic signal at existing intersection New traffic signal and Patrick Mill Rd SB left turn lane at existing intersection New traffic signal at SR 316 HOV ramp terminal intersection New traffic signal at SR 316 HOV ramp terminal intersection Widened Mars Hill Rd to four lanes east of SR 10 36 Virgil Langford Rd/SR 316 HOV Interchange Widening 36 Virgil Langford Rd/SR 316 HOV Interchange Traffic Signal 32 SR 10/Athens Loop Interchange Widening 32 SR 10/Athens Loop Interchange Left Turn Lane Oconee Oconee Oconee Oconee Widen Virgil Langford Rd to four lanes in the vicinity of SR 316 New traffic signal at SR 316 HOV ramp terminal intersection Add one SR 10 WB through lane east of interchange New SR 10 NB ramp terminal intersection left turn lane Final Report April 2009 Comment Mars Hill Rd WB dual left turns SR 10 Loop NB ramp triple left turns LEVEL OF SERVICE Based on the GP and HOV roadway improvements identified in Section IV and the previous tables in Section VI, the level of service (LOS) was calculated for the critical segments of SR 316. For the freeway segments, LOS is based on the cumulative density of vehicles on the roadways (Vehicles/Mile/Lane). The average travel speed was also calculated for these segments. The LOS of critical segments of SR 316 or intersections, which would experience unacceptable levels of service (LOS E or F), are identified in Tables VI-4 and VI-5, respectively. Most of the full access, unsignalized intersections along SR 316 will experience heavy delays for the cross streets in the future planning Georgia VI-5 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Final Report April 2009 years. The results for the freeway segments for the 2015 E+C, 2032 E+C and 2032 Build conditions were summarized in Appendix C. Table VI-4 Level of Service for Critical Segments along SR 316 Facility Location 2015 E+C Level of Service* SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Drowning Creek Rd Off-Ramp Before Drowning Creek Rd On-Ramp After Loganville Hwy SR 81 On-Ramp Before Monroe Hwy SR 10 Off-Ramp Before Oconee Conn CD Rd Off-Ramp After Oconee Conn CD Rd Off-Ramp AM PM E E E F 2032 E+C Level of Service* AM PM E E E E 2032 Build Level of Service* AM PM E E E SR 316 EB Before Sugarloaf Parkway Off-Ramp E E SR 316 EB Before Riverside Dr. Off-Ramp E SR 316 EB After Riverside Dr. Off-Ramp F SR 316 EB Before Riverside Dr. On-Ramp F SR 316 EB After Riverside Dr. On-Ramp F SR 316 EB Before Duluth Hwy Off-Ramp F SR 316 EB After Duluth On-Ramp E SR 316 EB Before Collins Hill / SR 20 CD Rd On-Ramp F SR 316 EB After Collins Hill / SR 20 CD Rd On-Ramp F SR 316 EB Before HOV Direct Merge (West Progress Center) F SR 316 EB After HOV Direct Merge (West Progress Center) F SR 316 EB After Sugarloaf Ext CD Rd On-Ramp E SR 316 EB After Monroe Hwy SR 10 On-Ramp E SR 10 Loop SB Before SR 316 Off-Ramp E F SR 10 Loop NB Before SR 316 Off-Ramp F F F F *Note: Time periods where no level of service is given are LOS D or better. Georgia VI-6 Department of Transportation HNTB Corporation SR 316 Implementation Plan CORSIM Modeling and Traffic Analysis Final Report April 2009 Table VI-5 Level of Service for Critical Intersections along SR 316 Intersection Approach 2015 E+C Level of Service* AM PM SR 316 WB Ramp @ Sugarloaf Parkway Westbound F SR 316 EB Ramp @ Sugarloaf Parkway Northbound SR 316 WB Ramp @ Duluth Highway Westbound SR 316 EB Ramp @ Duluth Highway Northbound E Northbound F SR 316 @ Cedars Road Southbound F Eastbound F Westbound F SR 316 @ Hurricane Trail Southbound E SR 316 @ SR 8 Winder Highway Northbound Southbound F E F Northbound F E SR 316 @ Harbins Road Southbound F Westbound E SR 316 @ Kilcrease Road Southbound E SR 316 @ Carl Bethlehem Road Northbound Southbound F E F Southbound E E SR 316 @ SR 81 Eastbound E F Westbound F F Northbound E SR 316 @ SR 11 Southbound Eastbound E F F Westbound F SR 316 @ Jimmie Daniel Road Southbound E Westbound E Northbound E F SR 316 @ Oconee Connector Southbound E Westbound E SR 10 Loop SB Ramp @ SR 316 Southbound F F SR 10 Loop NB Ramp @ SR 316 Northbound Westbound F E F SR 316 HOV Ramp @ Lawrenceville-Suwannee Northbound E Road Eastbound SR 316 EB Ramp @ Cedars Road Eastbound SR 316 EB Ramp @ Cedars Road (Single Point Urban Interchange) Eastbound Westbound SR 316 WB Ramp @ SR 8 Winder Highway Westbound SR 316 EB Ramp @ SR 8 Winder Highway Eastbound SR 316 @ Virgil Langford Road Southbound F E *Note: Time periods where no level of service is given are LOS D or better. 2032 E+C Level of Service* AM PM F F E F E E E F E 2032 Build Level of Service* AM PM F E E E F E F E Georgia VI-7 Department of Transportation HNTB Corporation SR 316 Implementation Plan Study Recommendations Final Report April 2009 SECTION VII STUDY RECOMMENDATIONS PROGRAMMED HIGHWAY IMPROVEMENTS The evaluation of future traffic demand along the SR 316 corridor clearly justified implementation of all the currently programmed highway improvements except for the widening of GP lanes from Cedars Road to Drowning Creek Road (PI No. 0006937). The 2015 E+C model clearly demonstrated the need for the eastern expansion of SR 316 GP interchanges to Drowning Creek Road in Gwinnett County and three grade separations currently under concept design in Barrow County (SR 81, SR 11 and SR 53). These existing at-grade intersections fail by 2015 without any further improvements. The preliminary recommendations for future GP and HOV interchange configurations are listed in Tables VII-1 and VII-2, respectively (See Figures IV-1 through IV-3 for locations of improvements). Since the projected HOV volumes are much lower than the GP volumes, the proposed HOV improvements will have a lower benefit to cost ratio than the GP projects. However, the HOV projects will promote the increase in HOV usage within the study area. The classification of GP and HOV improvements into three levels of priority is outlined hereinafter in the subsection, Implementation Plan. SUPPLEMENTAL HIGHWAY IMPROVEMENTS Since the modeling strategy employed by this study incorporated all of the programmed and future projects within the SR 316 corridor in the various CORSIM models, interpretations of the results of these simulation model runs are limited to the ability of these improvements to meet future traffic demands and identifying the specific shortfalls associated with these improvements. Many of these shortfalls, but not all, were addressed by the supplemental highway improvements identified in Section VI. With major trip destinations on both ends of the corridor (Metro Atlanta and University of Georgia), the future traffic volumes along the corridor are the highest on each end and drop off slightly in the middle sections of the study area. Therefore, the greatest needs are located at each end. The short-term needs on the west end of the corridor are being addressed by the eastern expansion of freeway type facilities on SR 316. Georgia Department of Transportation VII-1 HNTB Corporation SR 316 Implementation Plan Study Recommendations Final Report April 2009 Table VII-1 Recommendations for 2032 SR 316 GP Interchanges Loc Project # 13 Cedars Road Interchange 14 US 29/SR 8 Interchange 15 Drowning Creek Interchange 27 Bogart Parkway County Gwinnett Gwinnett Gwinnett Oconee 30 Jimmy Daniel Oconee Road Interchange 31 Oconee Connector Oconee Interchange 32 SR 10/Athens Oconee Loop Interchange P.I. No. 0004869 0004869 0004869 N/A (Oconee County project) 0007685 0007685 0007685 Description Single Point or Compressed Diamond Interchange Standard Diamond Interchange Standard Diamond Interchange Standard Diamond Interchange Standard Diamond Interchange Split Diamond Interchange and Collector Distributor Roads to SR 10 Partial Cloverleaf Interchange and CD Roads to Oconee Connector Overpass Bridge Six Lanes Wide Six Lanes Wide Four Lanes Wide Six Lanes Wide Three Lanes Wide Six Lanes Wide Seven Lanes Wide Table VII-2 Recommendations for 2032 SR 316 HOV Interchanges Loc Project # 7 Hi Hope Road Interchange County Gwinnett 33 Harbins Road Interchange Gwinnett 16 Kilcrease Road Interchange Barrow 18 Carl Bethlehem Barrow Road Interchange 20 Harry McCarty Barrow Road Interchange 22 Harrison Mill Barrow Road Interchange 25 Barber Creek Barrow Road Interchange 35 Dials Mill Road Oconee Interchange 28 Mars Hill Interchange Oconee 36 Virgil Langford Oconee Road Interchange P.I. No. 0004869 0004869 N/A N/A N/A N/A N/A N/A N/A N/A Description Full Drop HOV Interchange (from HOV Strategic Implementation Plan for the Atlanta Region-2003) Partial Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Full Drop HOV Interchange (from State Route 316 Corridor Analysis-2002) Overpass Bridge Six Lanes Wide Four Lanes Wide Six Lanes Wide Six Lanes Wide Four Lanes Wide Four Lanes Wide Four Lanes Wide Four Lanes Wide Four Lanes Wide Six Lanes Wide Georgia Department of Transportation VII-2 HNTB Corporation SR 316 Implementation Plan Study Recommendations Final Report April 2009 SR 316/SR 10 LOOP INTERCHANGE The bottleneck point on the east end is the SR 316/SR 10 Loop interchange. The only short term project programmed to relieve this choke point is the construction of Jennings Mill Parkway. Since this alignment connects SR 316 to an interchange further north along the Athens Loop, this project will reduce some of the interchange movements (eastbound to northbound and southbound to westbound), but will have limited benefit for the heaviest movements (eastbound to southbound and northbound to westbound). This study only considered lower costs solutions to this problem (widening the SR 316 bridge and triple left turns for the northbound to westbound movement); however, these proposed improvements would not address the disparity between the future interchange type and the approach facilities. The existing SR 316/SR 10 Loop partial diamond/partial cloverleaf interchange is consistent with the existing intersection of a limited access highway (SR 10 Loop) and an arterial highway (SR 316). The nature of this intersection will change when SR 316 also becomes a limited access highway, and three out of the four legs of this interchange are limited access, free flow facilities. Consideration should be given to creating free flow connections for all the movements between the limited access approaches. This may require eliminating arterial access to this interchange from the east and converting it to a full system to system trumpet interchange by 2032. Access to the east of the SR 10 Loop could be provided by the new Jennings Mill Parkway. IMPLEMENTATION PLAN The proposed Implementation Plan prioritizes projects into three groups, Tiers I, II and III. Tier I projects address immediate, significant deficiencies and should be implemented as part of the current 6-year TIP or as soon as the Plan Development Process steps have been completed, right-of-way has been acquired and funding for all phases has been allocated to the project. The Tier I projects included in Table VII-3 that are not currently programmed were added to address localized congestion and operational problems. Tier II projects address anticipated, significant deficiencies and should be implemented shortly after the current 6-year TIP time frame. Tier III projects address anticipated operational issues and should be implemented within the next twenty (20) years. The Tier III HOV projects included in Table VII-5 that are not currently programmed were added to increase the overall corridor traffic capacity on SR 316. Georgia Department of Transportation VII-3 HNTB Corporation SR 316 Implementation Plan Study Recommendations Final Report April 2009 Table VII-3 Tier I Highway Improvements along SR 316 Loc Project County # 2 SR 316 HOV Gwinnett Lanes 3 Herrington Road Gwinnett HOV Interchange 4 Lawrenceville- Gwinnett Suwanee Road HOV Interchange 5 SR 120 Inter- Gwinnett change Bridge 6 Walther Boulevard Gwinnett HOV Interchange 7 Hi Hope Road Gwinnett HOV Interchange 7 Hi Hope Rd Gwinnett Widening P.I. No. 0003168 0003168 0003168 0003168 0003168 0003168 N/A 7 Hurricane Shoals Gwinnett N/A Rd/Hi Hope Rd Traffic Signal & Left Turn Lane 8 Collins Hill Road Gwinnett 0004086 Interchange 9 SR 20 Interchange Gwinnett 0004086 9 SR 20 Interchange Gwinnett N/A Right Turn Lane 10 Sugarloaf Parkway Gwinnett GW- Extension 308A3 37 Fence Rd Right Gwinnett N/A Turn Lane 16 Kilcrease Rd Barrow N/A Right Turn Lane 16 Kilcrease Rd/Fred Barrow N/A Kilcrease Rd Left Turn Lane 35 Dials Mill Road Oconee N/A Traffic Signal 38 SR 10/Monroe Oconee N/A Hwy Interchange Traffic Signal 30 Jimmy Daniel Oconee N/A Rd/SR 316 Left Turn Lane 12 Jennings Mill Oconee 0001098 Parkway Description Comment Extension of HOV Lanes to West Progress Center Avenue Full Drop HOV Only Interchange at existing overpass Partial Drop HOV Only Interchange at existing overpass (west side) Construction to Begin in 2012 Construction to Begin in 2012 Construction to Begin in 2012 New bridge over SR 316 Full Drop HOV Only Interchange at existing intersection Partial Drop HOV Only Interchange at existing overpass (west side) Widen Hi Hope Rd/Hurricane Shoals Rd to four lanes from Airport Rd to Hi Hope Rd/Hurricane Shoals Rd split Construct intersection improvements Construction to Begin in 2012 Construction to Begin in 2012 Construction to Begin in 2012 Addition to PI # 0003168 Addition to PI # 0003168 Split Diamond Interchange (Western half) with CD Roads Split Diamond Interchange (Eastern half) with CD Roads Construct second SR 20 SB right lane New alignment with half cloverleaf interchange at SR 316 Construct Fence Rd SB right turn lane Construct Kilcrease Rd SB right turn lane Construct Kilcrease Rd SB left turn lane Under Design Under Design Addition to PI # 0004086 Under Design by Gwinnett County Addition to PI # 0004869 Addition to PI # 122870 Addition to PI # 122870 Construct traffic signal at existing SR 316 intersection Construct traffic signal at SR 316 WB ramp terminal intersection Addition to PI # 122870 Construct Jimmy Daniel Rd SB left turn lane New multi-lane highway connecting Under Design with SR 316 at Oconee Connector Georgia Department of Transportation VII-4 HNTB Corporation SR 316 Implementation Plan Study Recommendations Final Report April 2009 Table VII-4 Tier II Highway Improvements along SR 316 Loc # 12A N/A N/A 7 33 13 14 10 15 N/A 16 17 18 19 20 21 22 23 24 25 26 28 29 Project SR 316 GP Lane Widening Projects County Gwinnett SR 316 GP Lane Widening Project HOV Lane Extension Hi Hope Road Interchange Harbins Road Interchange Cedars Road Interchange US 29/SR 8 Interchange Sugarloaf Parkway Extension Gwinnett Gwinnett Gwinnett Gwinnett Gwinnett Gwinnett Gwinnett Drowning Creek Interchange HOV Lane Extension Gwinnett Gwinnett/ Barrow Kilcrease Road Interchange Patrick Mill Road Interchange Carl Bethlehem Road Interchange SR 81 Interchange Barrow Barrow Barrow Barrow Harry McCarty Road Grade Separation SR 11 Interchange Barrow Barrow Harrison Mill Road Barrow Grade Separation SR 53 Interchange Barrow SR 211 Interchange Barber Creek Road Grade Separation Dial Rd/Craft Rd Grade Separation Mars Hill Grade Separation Julian Drive Grade Separation Barrow Barrow Barrow Oconee Oconee P.I. No. 122750, 122710, 122760, and 122770 N/A 0004869 0004869 0004869 0004869 0004869 0006924 0004869 N/A N/A Description Widening existing GP lanes from four through lanes to six through lanes plus auxiliary lanes Auxiliary Lanes from Boggs Road to Riverside Parkway Eastern extension of HOV Lanes to west of Drowning Creek Road New Full Drop HOV Interchange New Partial Drop HOV New GP Interchange (Single Point Diamond) New GP Diamond Interchange New alignment north of SR 316 with north half of Cloverleaf Interchange New GP Diamond Interchange East exten. of HOV LanesDrowning Creek Rd to Carl Bethlehem Rd New Full Drop HOV Interchange Comment Long Range Not Currently Programmed Final Programmed HOV Extension Part of HOV Extension Part of HOV Extension Part of HOV Extension Part of HOV Extension Future Design by Gwinnett County Part of HOV Extension Not Programmed Not Programmed 0006327 N/A New GP Diamond Interchange Concept Approved for West Winder Bypass New Full Drop HOV Interchange Not Programmed 0008429 122870 New GP Interchange New grade separation Under Concept Design Long Range 0008430 122870 0008431 122870 122870 122870 0007685 0007685 New GP Interchange with widening of SR 11 south of SR 316 New grade separation New GP Interchange New GP Interchange New grade separation New grade separation New grade separation New grade separation Under Concept Design Long Range Under Concept Design Long Range Long Range Long Range Long Range Long Range Georgia Department of Transportation VII-5 HNTB Corporation SR 316 Implementation Plan Study Recommendations Final Report April 2009 Table VII 4 Tier II Highway Improvements along SR 316 (continued) 30 Jimmy Daniel Road Oconee 0007685 New GP Interchange Interchange 31 Oconee Connector Oconee 0007685 New GP Interchange and CD Roads Interchange to SR 10 32 SR 10/Athens Loop Oconee 0007685 Modification of existing Interchange Interchange and CD Roads to Oconee Connector 34 Wall Road Grade Barrow N/A New grade separation Separation Long Range Long Range Long Range Not Programmed Table VII-5 Tier III Highway Improvements along SR 316 Loc Project County # N/A HOV Lane Extension Barrow/ Oconee 20 Harry McCarty Road Barrow Interchange 22 Harrison Mill Road Barrow Interchange 25 Barber Creek Road Barrow Interchange 27 Bogart Parkway Oconee Interchange 35 Dials Mill Road Interchange 28 Mars Hill Interchange 36 Virgil Langford Road Interchange Oconee Oconee Oconee P.I. No. N/A N/A N/A N/A N/A (Oconee County project) N/A N/A N/A Description Eastern extension of HOV Lanes to west of SR 10, Athens Loop New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange New GP Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange New Full Drop HOV Interchange Comment Not Programmed Not Programmed Not Programmed Not Programmed Long Range Not Programmed Not Programmed Not Programmed The above Implementation Plan is summarized in Table VII-6 which categorizes the improvements between the 2015 E+C, 2032 E+C and 2032 Build networks that were used in the CORSIM simulation analysis. The 2032 E+C and 2032 Build improvements are illustrated in Figures VII-1 and VII-2, respectively. Georgia Department of Transportation VII-6 HNTB Corporation SR 316 Implementation Plan Study Recommendations Table VII-6 Summary of Implementation Plan Current Intersection name I-85 and Boggs Road Herrington Road Sugarloaf Parkway Riverside Parkway Current Programming Under construction (HOV interchange included) HOV Interchange (PI 0003168) PI 122750 (widening) project begins County Gwinnett Gwinnett Gwinnett Gwinnett 2015 E+C Network As constructed HOV interchange as concepted As existing As existing 2032 E+C Network Same as 2015 E+C Same as 2015 E+C As existing Add one GP lane each direction to east of Walther Blvd 2032 Build Network Same as 2015 E+C Same as 2015 E+C As existing Same as 2032 E+C Lawrenceville-Suwanee Rd SR 120 Walther Blvd/ Hurricane Shoals Collins Hill Rd SR 20 Hi Hope Road HOV Interchange (PI 0003168) (half diamond - west side only); Within bounds of PI 122750 (widening) Gwinnett New bridge (PI 0003168); Within bounds of PI 122750 (widening) Gwinnett HOV Interchange (PI 0003168); PI 122750 (widening) project ends east of Walther Blvd; PI 122710 (widening + CDs) begins east of Walther Blvd Gwinnett Interchange (PI 0004086) - Part of PI 0003168 (includes CD Road to SR 20); Within bounds of PI 122710 (widening+CDs) Gwinnett Interchange (PI 0004086) - Part of PI 0003168 (includes CD Road to Collins Hill Rd); PI 122710 (widening+CDs) project ends east of SR 20; PI 122760 (widening) project begins east of SR 20 Gwinnett HOV Interchange (PI 0003168) (half diamond - west side only); Within boundaries of PI 122760 (widening) Gwinnett Partial HOV interchange (westbound) as concepted New bridge as concepted Full HOV interchange as concepted Split diamond to SR 20 (PI 0004086) Split diamond from Collins Hill (PI 0004086) as concepted except for additional SB right turn lane Half drop HOV interchange (westbound) as concepted (PI 0003168) (6-lane bridge); Widen Hi Hope Rd/Hurricane Shoals Rd to 4 lanes (Airport Rd to split) Add SB left turn lane at Lawrenceville-Suwanee/SR 120 Intersection Add WB right turn lane at WB ramp terminal intersection Add traffic signal at ramp terminal intersection and add one GP lane each direction to east of SR 20 Same as 2015 E+C Add one GP lane each direction to west of Progress Center Avenue Same as 2015 E+C Same as 2032 E+C Same as 2032 E+C Same as 2032 E+C Same as 2015 E+C Same as 2032 E+C Full HOV interchange (PI 0004869) (6-lane bridge) CR 183/ West Progress Center Ave HOV Interchange (PI 0003168) project ends; HOV project (PI 0004869) project begins; PI 122760 (widening) project (north) & Airport Rd (south) ends west of Progress Center; PI 122770 (widening) project begins west of Progress Center Gwinnett Cedars Road Within bounds of PI 0004869 (HOV lanes); PI 122770 (widening) project ends east of Cedars Rd; PI 0006937 (widening) project begins Gwinnett Hurricane Trail Fence Road Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening) Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening) - design includes direct truck access for Publix (inbound/outbound in both east and west directions) Gwinnett Gwinnett Winder Hwy & US 29 / SR 8 (north) Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening) Sugarloaf Parkway Extension Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening); PI 0006923, 0006924 (new construction "Sugarloaf Parkway Extension") begin/end at SR 316 Gwinnett Gwinnett Harbins Road Within bounds of PI 0004869 (HOV lanes) - Within bounds of PI 0006937 (widening); Gwinnett Drowning Creek Road Kilcrease Road / CR 74 Patrick Mill Road / CR 93 Carl Bethlehem Road SR 81 / Charles Floyd Rd Harry McCarty Rd / CR 110 SR 11 Harrison Mill Rd / CR 144 Smith Cemetary Rd (north) / Ode Pepers Rd (south) Jackson Trail Road / CR 139 Hog Mountain Rd / SR 53 Wall Road / CR 159 Within bounds of PI 0004869 (HOV lanes) - PI 0006937 (widening) project ends; Grade Separation (122870); Patrick Mill Road / W. Winder Bypass interchange (PI 0006327) Grade Separation (122870) Interchange - PI 0008429 - task order (Split out of PI 122870); Grade Separation (122870); Interchange - PI 0008430 - task order (Split out of PI 122870); PI 0007832 (widening of SR 11 south of SR 316) project begins at SR 316 Grade Separation (122870) Gwinnett Barrow Barrow Barrow Barrow Barrow Barrow Barrow Interchange or Termination (PI 122870) Termination (PI 122870) Interchange - PI 0008431 - task order (Split out of PI 122870) Termination (122870) Barrow Barrow Barrow Barrow Bethlehem St & SR 211 (north) Barber Creek Road / CR 329 Dial Road / Craft Road / CR 214 Dials Mill Ext / CR 58 Dials Mill Rd / CR 60 Pete Dickens Rd / CR 52 Bogart Parkway McNutt Creek Road Mars Hill / CR 273 US 78 / SR 10 Julian Dr / CR 20 Interchange (122870) Grade Separation (122870) Grade separation or termination (0007685) Termination (0007685) Grade Separation (0007685) Grade Separation (0007685) Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Grade Separation (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Barrow Barrow Barrow Oconee Oconee Oconee Oconee Oconee Oconee Oconee Oconee Jimmy Daniel Road / CR 55 Interchange w/ or W/out CD (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Oconee termination (0003168) as concepted; HOV entrance & exit merge (PI 0003168) As existing As existing Add SB right turn lane As existing Interchange & Sugarloaf Pkwy Ext. (southern connection - TIP# GW-308A3) Clover leaf concepted for this project without northern connection As existing As existing Add SB right turn lane at SR 316 and SB left turn lane at Fred Kilcrease Rd As existing As existing Frontage Rd (81 to Harry McCarty) under CST As existing As existing As existing As existing As existing As existing As existing As existing As existing As existing Add traffic signal As existing No intersection As existing As existing As existing Add traffic signal at WB ramp terminal intersection As existing Add SB left turn lane Add one GP lane each direction to east of Cedars Road SOV Interchange - (not programmed individually, but as part of HOV project - PI 0004869) tight urban diamond or SPUI (6-lane bridge) Remove direct merge access Same as 2032 E+C Termination (not programmed individually, but as part of HOV project - Direct Merge access to HOV / Termination of intersection (PI PI 0004869) 0004869) Termination (not programmed individually, but as part of HOV project - PI 0004869) Same as 2032 E+C SOV Interchange (not programmed individually, but as part of HOV project - PI 0004869) (6-lane bridge) Same as 2032 E+C Clover leaf Interchange & Sugarloaf Pkwy Ext.(northern connection - PI 0006924) Same as 2032 E+C Termination (not programmed individually, but as part of HOV project - Partial HOV Interchange (Westbound) - PI 0004869 (4-lane PI 0004869) bridge) SOV Interchange (not programmed individually, but as part of HOV project - PI 0004869) (4-lane bridge) grade seperation (PI 122870) Direct HOV merge access west of intersection Full HOV interchange (not programmed) (6-lane bridge) W. Winder Bypass & SOV interchange (PI 0006327) as concepted grade seperation (PI 122870) SOV Interchange (PI 0004869) grade seperation (PI 122870) Same as 2032 E+C Full HOV interchange (not programmed) (6-lane bridge) Same as 2032 E+C Full HOV interchange (not programmed) (4-lane bridge) SOV interchange (0008430); SR 11 widening, south of 316 (0007832) Same as 2032 E+C grade seperation (PI 122870) Full HOV interchange (not programmed) (4-lane bridge) Termination (122870) Termination (122870) SOV interchange (0008431) termination (122870) SOV interchange (122870) (3-lane bridge) grade seperation (PI 122870) grade seperation (122870) termination (0007685) Termination (0007685) No intersection SOV interchange (0007685) (6-lane bridge) termination (0007685) grade seperation (0007685) As existing grade seperation (0007685) SOV interchange (0007685) (3-lane bridge) and add auxiliary lane in each direction to Oconee Connector Same as 2032 E+C Same as 2032 E+C Same as 2032 E+C grade seperation (not programmed) Same as 2032 E+C except for direct merge access to HOV (not programmed) Full HOV interchange (not programmed) (4-lane bridge) Same as 2032 E+C Same as 2032 E+C Full HOV interchange (not programmed) (4-lane bridge) No intersection Same as 2032 E+C Same as 2032 E+C Full HOV interchange (not programmed) (4-lane bridge) As existing Same as 2032 E+C Same as 2032 E+C Virgil Langford Rd / CR 37 Oconee Connector Epps Bridge Road / CR 261 SR 10 Loop / Athens Bypass Termination (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Interchange w/ or W/out CD "Epps Bridge Road Extension" (0007685); PI 0001098 (Jennings Mill Parkway extension) ends north of SR 316 & Oconee Connector interchange; PI 142060 (widening of SR 53 & Mars Hill Rd) intersects SR 316; Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Modify existing interchange w/ CD (0007685); Consideration of CD roads north/south from US 78 interchange to SR 10 Loop Oconee Oconee Oconee Oconee As existing Jennings Mill (0001098) As existing As existing Termination (0007685) Full HOV interchange (not programmed) (6-lane bridge) SOV interchange (0007685); CD road to SR 10 Loop; SR 53 & Mars Hill widening (142060) (6-lane bridge) Same as 2032 E+C CD Road to SR 10 Loop Same as 2032 E+C Interchange Modification (0007685) (6-lane bridge) Add one westbound SR 316 lane and widen bridge to 7 lanes Georgia Department of Transportation VII-7 Final Report April 2009 HNTB Corporation SR 316 Implementation Plan Study Recommendations Figure VII-1 2032 Existing Plus Committed Improvements Final Report April 2009 Georgia Department of Transportation VII-8 HNTB Corporation SR 316 Implementation Plan Study Recommendations Figure VII-2 2032 Build Improvements Final Report April 2009 Georgia Department of Transportation VII-9 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 APPENDIX A FUTURE TRAFFIC VOLUMES Georgia A-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-1 2015 E+C Average Daily Traffic 10469 Mainline 48953 48953 18995 2728 right left thru right left 7741 16589 18261 16267 Thru left SR316WB @ SUGARLOAF right thru left thru right 10838 18579 7423 322 7745 38484 47723 47723 36366 Corsim Entry Link Volume 11357 18579 16589 8541 8048 right Thru left 2492 left 232 thru 8633 right SR 316 EB @ SUGARLOAF right thru left left thru right 16087 546 17174 16633 INTERSECTION SR 316 @ SUGARLOAF PKWY. 8826 14495 0 Mainline 46229 46229 14096 8155 right left thru right left 6340 8728 13639 5941 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 11690 18030 1949 2787 4736 31734 3486 0 Mainline 36470 36470 12597 438 right left thru right left 3048 13599 21828 12159 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 14164 17212 7664 1440 9104 32984 Mainline 42088 42088 45192 45192 32232 12960 18030 8728 7036 1692 right Thru left 8078 left SR316EB @ right thru RIVERSIDE thru 4882 right PKWY left left thru right 9952 2097 11918 12049 INTERSECTION SR 316 @ RIVERSIDE PKWY. 36021 36021 3789 31651 4370 17212 13598 5243 8355 right Thru left 224 left thru 4146 right SR 316 EB @ DULUTH HWY. right thru left left thru right 16988 1658 9389 18646 INTERSECTION SR 316 @ DULUTH HWY. 41664 41664 10013 2028 213 21685 5756 0 550 2787 2419 22540 975 21115 450 right Thru left right Thru left right Thru left 2500 2500 550 left 100 thru 1850 right Collins Hill Rd @ Collins Hill Ind Way right thru left 257 100 73 430 430 left Collins Hill Rd @ right 1025 1025 1179 thru Collins Hill Ind thru 9 4562 4562 3383 right Way left 1016 1179 1179 996 left 50 thru 133 right SR 20 @ REYNOLDS RD right thru left 450 50 1400 1900 1900 left thru right left thru right left right 1850 1221 2043 5114 421 213 634 0 20239 1400 21639 4710 4612 22648 17074 CD RD 17074 Mainline 42088 42088 41664 41664 24445 17219 5113 4711 4329 382 right Thru left 2926 left 11763 thru 2530 right SR 316 EB @ Collins Hill Rd left thru right 2187 194 6859 2381 INTERSECTION SR 316 @ Collins Hill Rd 25014 CD RD 12339 Mainline 25014 25014 24445 24445 CD RD CD RD 13096 21639 22648 8426 14222 right Thru left SR 316 WB @ right SR 20 Buraford thru Dr left left thru right 2617 20071 22688 15306 1568 2053 1084 4705 25014 24445 12339 12338 22688 15307 13791 1516 right Thru left 6005 left SR 316 EB @ 2310 thru SR 20 Buraford 4023 right Dr left thru right 16683 1149 17814 17832 INTERSECTION SR 316 @ DULUTH HWY. 4975 HOV Direct Merge 29719 30359 29420 30101 Georgia A-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-1 2015 E+C Average Daily Traffic (continued) Final Report April 2009 30359 30101 30101 9922 3048 right 2144 left 23855 thru 4102 right left 1802 7703 7915 3460 3414 Thru left SR 316 @ CEDARS RD. right thru left thru right 3673 200 5675 2098 25509 141 27748 27747 27469 27470 3200 1600 right 1600 left 25870 thru right left Thru SR 316 @ HURRICANE TRAIL RD. thru 3200 1600 left right thru left right 0 0 1600 26147 27747 27747 27470 27470 5574 6741 4540 2201 right Thru left 4573 left 22897 thru right SR 316 @ FENCE RD. right thru left left thru right 0 206 1001 23207 206 24414 24412 25098 25098 11483 14599 8805 4190 1604 right Thru left 4670 left 16070 thru 4358 right SR 316 @ SR 8 right thru left left thru right 602 4320 4361 13043 9283 2493 15005 4495 21993 22036 0 0 right left 18212 thru 3824 right left 3559 8019 Thru SR 316 @ Sugaloaf Extention thru left right thru left right 4567 8126 18432 4195 22627 22626 22779 22778 4810 885 right 766 left 20144 thru 1868 right left 1598 8760 4872 3127 798 Thru left SR 316 @ right HARBINS thru RD. left thru right 3005 4049 8652 1101 20143 3765 25009 25009 24991 24991 0 0 right Thru left left 24691 thru 300 right SR 316 @ OAK VALLEY RD. right thru left left thru right 300 300 300 25009 25009 25009 24991 24991 0 0 right left 24423 thru 568 right left 568 Thru SR 316 @ WILLIAMS FARM RD. thru left right thru left right 48 48 25009 25009 25009 24471 24472 7665 1583 right 993 left 20557 thru 2922 right left 1940 5078 7511 2045 4037 Thru left SR 316 @ right DROWNING thru CREEK RD. left thru right 2494 254 4688 4024 21486 111 25621 24849 7625 3061 right 3275 left 21107 thru 467 right left 195 5560 7441 3206 1358 Thru left SR 316 @ KILCREASE RD right thru left thru right 2628 3356 6179 1538 22364 1887 25789 25789 25821 25820 2795 1076 right 822 left 22119 thru 2879 right left 2836 5888 3049 1563 156 Thru left SR 316 @ right PATRICK thru MILL RD. left thru right 1954 1066 5856 273 21877 1446 23596 23596 23341 23342 4420 4335 0 2062 2273 right Thru left 0 left 19763 thru 3579 right SR 316 @ C BETHELHEM RD. right thru left left thru right 3627 2115 0 5742 5641 2305 19969 0 22274 22273 22036 22036 4494 4082 1300 2767 15 right Thru left 1542 left right 19080 thru SR 316 @ SR 81 thru 1414 right left left thru right 1293 2935 2657 6885 6540 17 19680 2359 22056 21753 404 17 right 71 left 21330 thru 352 right left 226 1344 430 378 9 Thru left SR 316 @ HARRY MCCARTY RD. right thru left thru right 359 611 1196 0 21813 614 22427 22427 21950 21950 4941 5129 24 3238 1867 right Thru left 21 left 19559 thru 2370 right SR 316 @ SR 11 right thru left left thru right 3106 2675 319 6100 5777 2245 19297 169 21711 21711 21745 21746 1729 368 right 567 left 21179 thru 0 right left 0 586 1720 251 1110 Thru left SR 316 @ right HARRISON thru MILL RD. left thru right 315 314 629 838 21343 335 22516 22517 22603 22604 71 40 0 40 0 right Thru left 0 left 22297 thru 307 right SR 316 @ ODE PEPPERS right thru left left thru right 277 71 58 406 381 0 22240 34 22274 Georgia A-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-1 2015 E+C Average Daily Traffic (continued) 22354 914 459 right 397 left 21136 thru 821 right left 2480 2248 761 441 14 Thru left SR 316 @ right JACKSON thru TRAIL RD. left thru right 361 961 3802 3 19333 986 20322 20323 22111 22111 8166 6939 0 2950 5216 right Thru left 0 left right 17103 thru SR 316 @ HOG thru 5008 right MOUNTAIN left left thru right 3594 3293 90 6977 7992 3646 16729 34 20409 20407 22409 22411 5301 2025 480 225 4596 right Thru left 118 left right 22287 thru SR 316 @ thru 6 right Wall RD left left thru right 10 136 178 324 237 1771 19917 6 21694 27061 250 100 right 100 left 26911 thru 50 right left 50 150 250 50 100 Thru left SR 316 @ MCCARTY RD. right thru left thru right 50 50 150 100 21544 50 21694 21694 27061 27059 556 482 right 3137 left 23010 thru 912 right left 52 994 3209 72 2 Thru left SR 316 @ right BETHLEHEM thru RD. left thru right 48 8 108 24 21160 10 21194 21193 23020 23020 1221 387 right 167 left 21669 thru 1184 right left 218 2769 1944 674 160 Thru left SR 316 @ 8TH ST right thru left thru right 995 1297 2510 782 20588 911 22281 22282 23126 23126 1011 906 right 1643 left 21480 thru 3 right left 3 464 1783 105 0 Thru left SR 316 @ CRAFT RD. right thru left thru right 140 309 452 0 21373 356 21729 21790 3885 1503 3403 2382 right Thru left 0 left SR 316 @ DIALS right 20253 thru MILL EXT. (Crow thru 1537 right Rd) left left thru right 1409 3040 1221 0 2630 2182 20321 0 22503 22503 22635 22634 932 992 824 123 45 right Thru left 880 left SR 316 @ right 21623 thru DIALS MILL thru 131 right RD. left left thru right 0 47 548 595 254 5 21679 0 21684 21684 22216 22216 3164 23 right 12 left 21884 thru 320 right left 359 1010 546 461 2680 Thru left SR 316 @ right MCNUTT thru CREEK RD. left thru right 407 217 983 127 21302 229 21658 21658 24781 24782 3587 4 4 right Thru left left SR 316 @ right 23941 thru MARS HILL thru 841 right RD. left left thru right 0 0 841 3587 21654 25241 Georgia A-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-1 2015 E+C Average Daily Traffic (continued) 7193 0 10586 7007 3579 10168 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 186 6370 9462 9648 706 2791 3497 18048 21545 21545 21798 21796 365 323 0 86 237 right Thru left 0 left 21470 thru 326 right SR 316 @ JULIAN DR. right thru left left thru right 13 1039 98 141 252 267 21532 627 22426 22425 21848 21848 2924 648 1398 2914 878 right Thru left 630 left SR 316 @ right 20635 thru JIMMIE DANIEL thru 583 right RD. left left thru right 158 2601 1063 0 1221 1221 21619 620 23460 23461 21513 21513 4709 4709 right left 21510 thru 3 right left 3 Thru SR 316 @ VIGRIL LANGFOR thru 1039 left right thru left right 3857 3857 1039 18752 19791 17704 6237 6370 9647 6056 314 right Thru left 6109 left thru 128 right SR 316 EB @ SR 10 right thru left left thru right 6184 3538 3780 7318 INTERSECTION SR 316 @ MONROE HWY. 0 4094 25368 3920 76 right 3647 left 19673 thru 2048 right left 2959 9858 5793 2827 1017 Thru left SR 316 @ right OCONEE thru CONNECTOR left thru right 1781 3789 8529 365 16757 4983 22105 22104 24479 24479 1564 1564 right left 24479 thru right left Thru SR 10LP EB Exit Ramp @ SR 316 thru left right 0 right thru left 20540 0 0 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) Note: 2012 E+C model shows SB-EB LT removed WB-SB Loop Ramp 2792 20540 23332 24479 6583 17896 EB-SB Ramp 0 0 right left 5353 thru 1230 right left 15698 1941 Thru SR 316 @ SR 10LP WB Ramp thru left right thru left right 4213 19911 7634 711 8345 9566 3947 13243 3162 5906 3740 12329 2923 5732 275 3180 285 844 11485 116 2310 497 1105 4627 right Thru left right Thru left right Thru left right Thru left 5614 7229 351 left 5109 thru 1769 right SR 316 HOV @ Herrington RD. right thru left 327 4020 214 4561 4561 5507 5507 1052 left 1608 thru 2847 right SR 316 HOV @ Lawrenceville Suwanee RD. right 1449 1450 130 left right 504 2109 2112 1236 left right 640 thru 1449 1306 thru SR 316 HOV @ Walthers Blvd thru 1184 681 thru SR 316 HOV @ HI-Hope Rd thru 640 left 1608 1608 172 right left 421 2230 2234 317 right left left thru right left thru right left thru right left thru right 1319 3269 113 2268 12191 150 2528 427 367 4670 4701 14459 3105 5037 5163 14332 2903 4944 Georgia A-5 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-2 2032 E+C Average Daily Traffic 15550 Mainline 53696 53696 21276 3533 right left thru right left 12017 18578 20813 17743 Thru left SR316WB @ SUGARLOAF right thru left thru right 9254 21271 11559 835 12394 38146 14814 0 Mainline 50540 50540 16440 8501 right left thru right left 6313 10987 15755 7939 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 12411 18724 3344 3048 6392 35726 6818 0 Mainline 42118 42118 13424 903 right left thru right left 5915 14306 19981 12521 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 11692 17607 8289 1785 10074 35300 Mainline 45374 45374 52021 52021 41196 Corsim Entry Link Volume 10825 21271 18579 11252 7327 right Thru left 2187 left thru 8638 right SR 316 EB @ SUGARLOAF right thru left left thru right 19084 430 19514 19890 INTERSECTION SR 316 @ SUGARLOAF PKWY. 48953 48953 7757 0 0 6373 right left thru right left 5809 4436 5495 878 Thru left Collins Hill Rd right @ Collins Hill thru Ind Way left thru right 2041 2000 4041 2395 314 2709 2709 2878 36307 12646 18724 10987 8170 2817 right Thru left 7804 left SR316EB @ right thru RIVERSIDE thru 4842 right PKWY left left thru right 10920 2242 13162 13012 INTERSECTION SR 316 @ RIVERSIDE PKWY. 230 0 2879 right Thru left left Collins Hill Rd right 1736 thru @ Collins Hill thru 1143 right Ind Way left left thru right 2709 230 2939 1373 41366 41366 5059 35237 6129 17818 14306 7046 7260 right Thru left 460 left thru 5669 right SR 316 EB @ DULUTH HWY. right thru left left thru right 17358 1452 18810 12715 INTERSECTION SR 316 @ DULUTH HWY. 26135 24647 24647 right Thru left 0 0 1735 left SR 20 @ right thru REYNOLDS thru 1736 1735 right RD left left right 24400 24400 24647 0 0 43949 43949 8712 13023 CD RD 13023 Mainline 45374 45374 43949 43949 30148 13801 4041 5808 3330 2478 right Thru left 1591 left 10231 thru 1979 right SR 316 EB @ Collins Hill Rd left thru right 5309 2450 1127 3577 INTERSECTION SR 316 @ Collins Hill Rd 32351 CD RD 13836 Mainline 32351 32351 30148 30148 CD RD CD RD 14589 24401 24647 8930 15717 right Thru left SR 316 WB @ right SR 20 thru Buraford Dr left left thru right 2556 20925 20609 23481 3476 3103 4892 11471 32351 30148 13836 13835 23480 20608 17895 2713 right Thru left 7321 left SR 316 EB @ 4337 thru SR 20 2177 right Buraford Dr left thru right 20072 16159 3746 19905 INTERSECTION SR 316 @ DULUTH HWY. 10796 HOV Direct Merge 43822 45894 40944 43023 Georgia A-6 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-2 2032 E+C Average Daily Traffic (continued) 8507 0 Mainline 45894 45894 10613 5627 right left thru right left 2880 5581 7179 4986 Thru left SR 316 @ CEDARS right thru RD. left thru right 4246 7126 2933 595 3528 37387 Mainline 40915 40915 43023 43023 35170 7853 5581 2973 7126 2608 right Thru left 2875 left thru 4978 right SR 316 @ CEDARS RD. right thru left left thru right 4251 449 7951 4700 INTERSECTION SR 316 @ CEDARS RD 38227 38227 3057 9940 0 17244 17987 9351 8636 right Thru left left thru right SR 316 @ SR 8 right thru left left thru right 589 12150 12739 13148 5094 4512 9606 30975 7463 0 Mainline 40581 40581 13537 866 right left thru right left 6597 21721 12671 Thru left SR 316 @ Sugaloaf Extention thru right 8781 15110 right thru left 15378 6329 9050 15379 33118 Mainline 48497 48497 28775 9452 13148 10404 12740 2744 right Thru left 8737 left thru 715 right SR 316 @ SR 8 right thru left left thru right 4003 5595 11119 9598 INTERSECTION SR 316 @ SR 8 Winder Hwy 37114 37114 8339 29917 7197 21720 15886 15379 5834 right Thru left 723 left thru 6474 right SR 316 @ Sugaloaf Extention right thru left left thru right 14656 6563 22360 21219 INTERSECTION SR 316 @ Sugarloaf Pkwy Ext. Clover Leaf Interchange 42314 42314 12397 8272 0 Mainline 48497 48497 10236 4282 right left thru right left 3990 6602 7246 5954 Thru left SR 316 @ DROWNING CREEK RD. right thru left thru right 2371 6361 4875 648 5523 40225 7033 0 Mainline 45748 45748 6232 3109 right left thru right left 3924 4886 5335 3123 Thru left SR 316 @ PATRICK MILL RD. right thru left thru right 3472 7396 1863 1763 3626 38715 8497 0 Mainline 42341 42341 5866 6727 2899 right 3828 Thru left left thru right SR 316 @ SR 81 right thru left left thru right 5598 6759 4633 10231 1233 2931 4164 33844 Mainline 38008 38008 42314 42314 38022 4292 6593 1643 6360 4950 right Thru left 1016 left thru SR 316 @ DROWNING right thru 3276 right CREEK RD. left left thru right 5344 656 4919 6000 INTERSECTION SR 316 @ Drowning Creek Rd 43628 43628 5606 37132 6496 4886 3013 7396 1873 right Thru left 2334 left thru SR 316 @ PATRICK right thru 4162 right MILL RD. left left thru right 5062 2481 7175 7543 INTERSECTION SR 316 @ Patrick Mill Rd 41486 41486 4354 33487 7999 6760 6012 10231 748 right Thru left 2180 left thru 5819 right SR 316 @ SR 81 right thru left left thru right 8051 3791 11831 11842 INTERSECTION SR 316 @ SR 81 38026 38026 4539 Georgia A-7 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-2 2032 E+C Average Daily Traffic (continued) 5772 0 Mainline 38008 38008 6335 7489 98 7391 right Thru left left thru right SR 316 @ SR 11 right thru left left thru right 5674 2426 8100 8261 3909 870 4779 32236 5871 0 Mainline 37015 37015 9141 11048 135 10913 right Thru left left right thru SR 316 @ HOG thru right MOUNTAIN left left thru right 5736 3116 8852 11033 6025 120 6145 31144 3220 0 Mainline 37289 37289 5584 4752 2844 1908 right Thru left left thru right SR 316 @ BETHLEHEM RD. right thru left left thru right 376 3456 3832 4131 2128 2223 4351 34069 Mainline 38420 38420 38026 38026 32687 5339 8261 3118 8100 5143 right Thru left 97 left thru 5242 right SR 316 @ SR 11 right thru left left thru right 8003 1283 8360 9286 INTERSECTION SR 316 @ SR 11 39113 39113 6426 33099 6014 11032 2436 8856 8596 right Thru left 120 left right thru SR 316 @ HOG thru 5894 right MOUNTAIN left left thru right 8736 1745 8330 10481 INTERSECTION SR 316 @ Hog Mnt Rd 43440 43440 10341 37792 5648 4131 2773 3831 1358 right Thru left 3275 left thru 2373 right SR 316 @ BETHLEHEM RD. right thru left left thru right 556 377 933 5146 INTERSECTION SR 316 @ SR 211 39527 39527 1735 3271 0 Mainline 38420 38420 6251 675 right left thru right left 2596 5619 6418 5576 Thru left SR 316 @ Bogart Pkwy. right thru left thru right 1859 4455 4559 43 4602 35149 10543 0 Mainline 39751 39751 14789 14846 7963 6883 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 2580 12851 15431 13331 1938 6448 8386 29208 1328 0 Mainline 37594 37594 3861 4069 890 3179 right Thru left left thru right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 438 2094 2532 5061 1767 1882 3649 36266 Mainline 39915 39915 39527 39527 35791 3736 4455 5619 1442 4177 right Thru left 80 left SR 316 @ right thru Bogart thru 3656 right Pkwy. left left thru right 4375 30 4405 5098 INTERSECTION SR 316 @ Bogart Pkwy 39998 39998 4207 29755 10243 15431 13331 12041 1290 right 3 left 7941 left thru 2302 right SR 316 EB @ SR 10 right thru left left thru right 7490 7281 14771 14343 INTERSECTION SR 316 @ US 78 38326 38326 8571 37241 1085 2532 5061 3329 1732 right Thru left 808 left SR 316 @ right thru JIMMIE DANIEL thru 277 right RD. left left thru right 1724 1969 3693 3606 INTERSECTION SR 316 @ Jimmie Daniels Rd 40942 40942 3701 Georgia A-8 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-2 2032 E+C Average Daily Traffic (continued) Mainline 39915 39915 40942 40942 2585 0 25834 13248 EB CD RD 1860 5334 1785 right left thru right left 800 8792 3219 3549 Thru left SR 316 @ OCONEE CONN right thru left thru right 2360 3160 859 5243 6102 24017 8792 3160 7389 1403 right Thru left 693 left thru 1167 right SR 316 @ OCONEE CONN right thru left left thru right 2467 6690 9157 8556 INTERSECTION SR 316 @ Oconee Conn WB CD RD 13313 8093 Final Report April 2009 SR 10 SB SR 10 NB 23052 21876 SB-WB Ramp 16224 WB-SB Loop Ramp 13205 19415 3191 16396 24017 25834 6190 32024 right left 32024 thru right left Thru SR 10LP EB Exit Ramp @ SR 316 thru left right right thru left 16396 24017 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) 15150 EB-SB Ramp 40413 29549 32024 21161 right Thru left left SR 316 @ right 10634 thru SR 10LP WB thru 10527 right Ramp left left thru right 19495 11454 1985 21480 10054 927 10981 12619 35183 31902 SR 10 SB SR 10 NB 4797 13078 4119 4822 264 4152 406 12428 1180 11248 4092 108 3017 967 right Thru left right Thru left right Thru left 7191 394 left 6663 thru 8609 1552 right SR 316 HOV @ Herrington RD. right 408 6583 6595 1305 left thru 5801 2458 thru left 374 7286 7296 3533 right SR 316 HOV @ Lawrenceville Suwanee RD. right 2456 2457 114 left right 899 3535 thru 2456 2050 thru SR 316 HOV @ Walthers Blvd thru 1990 left 2458 2459 295 right left 646 left thru right left thru right left thru right 1126 3995 217 2959 11773 359 3106 508 5338 6078 14781 14732 3973 3958 6800 6479 1164 5315 right Thru left 3551 1157 left right 2072 2072 2079 thru SR 316 HOV @ HI-Hope Rd thru 2072 3525 3541 305 right left 2079 left thru right 315 5643 5958 5620 Georgia A-9 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-3 2032 Build Average Daily Traffic 22043 Mainline 53033 53033 21297 2538 right left thru right left 10620 19921 20345 18759 Thru left SR316WB @ SUGARLOAF right thru left thru right 10316 20936 10029 8885 1162 20076 30990 15298 0 Mainline 51066 51066 17468 8929 right left thru right left 6046 12198 16332 8539 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 13054 19100 3278 323 3659 7260 35768 7591 0 Mainline 43028 43028 14110 1387 right left thru right left 6204 14741 20195 12723 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 11803 18007 8392 2018 10410 35437 Mainline 45847 45847 50800 50800 37655 Corsim Entry Link Volume 13145 20936 19921 14130 5791 right Thru left 2098 left 5371 thru 5676 right SR 316 EB @ SUGARLOAF right thru left left thru right 18838 813 19806 19651 INTERSECTION SR 316 @ SUGARLOAF PKWY. 11975 0 0 6725 right left thru right left 6135 4495 5775 950 Thru left Collins Hill Rd right @ Collins Hill thru Ind Way left thru right 2420 639 3059 2075 360 49630 49630 2435 2435 1589 36298 13332 19100 12198 8183 4015 right Thru left 8152 left SR316EB @ right thru RIVERSIDE thru 5180 right PKWY left left thru right 10948 2351 13363 13299 INTERSECTION SR 316 @ RIVERSIDE PKWY. 0 0 1590 right Thru left left Collins Hill Rd right 759 thru @ Collins Hill thru 831 right Ind Way left left thru right 2435 831 2435 42664 42664 6366 35336 7328 18007 14740 7352 7388 right Thru left 912 left thru 6416 right SR 316 EB @ DULUTH HWY. right thru left left thru right 17095 1861 13768 18956 INTERSECTION SR 316 @ DULUTH HWY. 24972 24972 25412 right Thru left 0 0 686 left SR 20 @ right thru REYNOLDS thru 759 759 73 right RD left left right 25045 24726 24726 0 0 44585 44585 9249 12485 CD RD 12485 Mainline 45847 45847 44585 44585 31520 13065 3059 6137 3653 2484 right Thru left 1368 left 9965 thru 1732 right SR 316 EB @ Collins Hill Rd left thru right 1691 1873 5385 3564 INTERSECTION SR 316 @ Collins Hill Rd 33362 CD RD 14322 Mainline 33362 33362 31520 31520 CD RD CD RD 14089 24727 25046 8921 16125 right Thru left SR 316 WB @ right SR 20 thru Buraford Dr left left thru right 1481 22021 23502 20680 2706 3687 4555 10948 33362 31520 14322 14322 23502 20681 18315 2366 right Thru left 6768 left SR 316 EB @ 4805 thru SR 20 2749 right Buraford Dr left thru right 16734 3229 21064 19963 INTERSECTION SR 316 @ DULUTH HWY. 10400 44310 41920 44310 41920 Georgia Department of Transportation A-10 HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-3 2032 Build Average Daily Traffic (continued) Final Report April 2009 6124 0 Mainline 44310 44310 10009 4056 right left thru right left 2068 6512 6171 5953 Thru left SR 316 @ CEDARS RD. right thru left thru right 4253 6321 1918 559 2477 38186 Direct Merge Access Mainline 40663 40524 41920 41920 36232 5688 6321 6513 4173 2340 right Thru left 2632 left SR 316 @ right thru CEDARS thru 3056 right RD. left left thru right 3689 1272 7229 4961 INTERSECTION SR 316 @ CEDARS RD 39844 39151 Direct Merge Access 3612 8943 0 18116 17171 8761 8410 right Thru left left thru right SR 316 @ SR 8 right thru left left thru right 182 12851 13033 12614 5265 4204 9469 31581 6388 0 Mainline 41050 41051 15644 827 right left thru right left 5561 23106 14817 Thru left SR 316 @ Sugaloaf Extention thru right 7597 16320 right thru left 13158 8723 8289 17012 34663 Direct Merge Access Mainline 51675 51772 30415 8736 13033 12615 10207 2408 right Thru left 7599 left thru 1137 right SR 316 @ SR 8 right thru left left thru right 5434 5543 11344 10977 INTERSECTION SR 316 @ SR 8 Winder Hwy 38366 38366 7951 31859 6507 23106 15574 13158 7532 right Thru left 912 left thru 5595 right SR 316 @ Sugaloaf Extention right thru left left thru right 12246 6902 21169 19148 INTERSECTION SR 316 @ Sugarloaf Pkwy Ext. Clover Leaf Interchange 46293 47031 Direct Merge Access 14434 7461 0 Direct Merge Access Mainline 51675 51772 9867 3341 right left thru right left 4120 6911 7537 6526 Thru left SR 316 @ DROWNING CREEK RD. right thru left thru right 2794 6914 4743 385 5128 44311 7041 0 Mainline 49439 49439 6069 3513 right left thru right left 3528 3832 5437 2556 Thru left SR 316 @ PATRICK MILL RD. right thru left thru right 3417 6945 2020 1276 3296 42398 9354 0 Mainline 45694 45694 6285 6995 3604 3391 right Thru left left thru right SR 316 @ SR 81 right thru left left thru right 5750 4967 10717 5701 1318 2310 3628 36340 Mainline 39968 39968 46293 47031 Direct Merge Access 41468 5563 6911 1529 6914 5382 right Thru left 1044 left thru 4519 right SR 316 @ DROWNING CREEK RD. right thru left left thru right 5870 964 6048 6834 INTERSECTION SR 316 @ Drowning Creek Rd 47814 47814 6346 40726 7088 3832 2309 6945 1523 right Thru left 1914 left thru 5174 right SR 316 @ PATRICK MILL RD. right thru left left thru right 5031 2289 7483 7320 INTERSECTION SR 316 @ Patrick Mill Rd 44538 44538 3812 35771 8767 5701 5293 10717 408 right Thru left 2632 left thru 6135 right SR 316 @ SR 81 right thru left left thru right 8085 3855 11428 11940 INTERSECTION SR 316 @ SR 81 40034 40034 4263 Georgia Department of Transportation A-11 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-3 2032 Build Average Daily Traffic (continued) 6382 0 Mainline 39968 39968 6189 7038 492 6546 right Thru left left thru right SR 316 @ SR 11 right thru left left thru right 5890 2317 8207 7473 3872 927 4799 33586 6682 0 Mainline 38385 38385 8431 10176 396 9780 right Thru left left right thru SR 316 @ HOG thru right MOUNTAIN left left thru right 6286 1307 7593 9953 7124 173 7297 31703 5036 0 Direct Merge Access Mainline 39000 39526 5368 4908 4364 544 right Thru left left thru right SR 316 @ BETHLEHEM RD. right thru left left thru right 672 2991 3663 3016 2377 2472 4849 34490 Mainline 39339 39339 40034 40034 35163 4871 8207 7472 3728 3744 right Thru left 101 left thru 4770 right SR 316 @ SR 11 right thru left left thru right 8106 1457 8498 9563 INTERSECTION SR 316 @ SR 11 40364 40364 5201 36373 3991 7594 9954 4096 5858 right Thru left 160 left right thru SR 316 @ HOG thru 3831 right MOUNTAIN left left thru right 7434 3281 7927 10715 INTERSECTION SR 316 @ Hog Mnt Rd 45512 45595 Direct Merge Access 9139 39792 5803 3663 3016 2886 130 right Thru left 2921 left SR 316 @ right thru BETHLEHEM thru 2882 right RD. left left thru right 742 466 5768 1208 INTERSECTION SR 316 @ SR 211 40388 40388 596 3499 0 Mainline 39339 39339 5689 512 right left thru right left 2987 5210 6310 5177 Thru left SR 316 @ Bogart Pkwy. right thru left thru right 1931 4918 4379 33 4412 35840 10127 0 Mainline 40252 40252 15147 15650 7565 8085 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 2562 12948 15510 13579 2199 5494 7693 30125 1614 0 Mainline 37818 37818 4230 4434 979 3455 right Thru left left thru right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 635 2301 2936 4415 1929 960 2889 36204 Mainline 39093 39093 40388 40388 35286 5102 4918 5210 694 4516 right Thru left 1226 left SR 316 @ right thru Bogart thru 3876 right Pkwy. left left thru right 3692 87 3779 4570 INTERSECTION SR 316 @ Bogart Pkwy 39889 39889 4603 29935 9954 15510 13579 12765 814 right 3 left 6839 left thru 3115 right SR 316 EB @ SR 10 right thru left left thru right 8671 7362 16033 15880 INTERSECTION SR 316 @ US 78 38111 38111 8176 36996 1115 2935 4417 2480 1937 right Thru left 762 left SR 316 @ right thru JIMMIE DANIEL thru 353 right RD. left left thru right 2173 756 2929 2833 INTERSECTION SR 316 @ Jimmie Daniels Rd 39689 39689 2693 Georgia Department of Transportation A-12 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-3 2032 Build Average Daily Traffic (continued) Mainline 39093 39093 39689 39689 2461 0 22324 15132 EB CD RD 2233 4112 928 right left thru right left 1533 8068 3192 3184 Thru left SR 316 @ OCONEE CONN right thru left thru right 1282 2815 1910 4884 8068 2816 6349 1719 right Thru left 338 left thru 1895 right SR 316 @ OCONEE CONN right thru left left thru right 2478 6254 8732 8244 INTERSECTION SR 316 @ Oconee Conn 6794 WB CD RD 13529 23103 Direct Merge Access, End HOV 7973 20323 25631 26911 5512 32423 SR 10 SB SR 10 NB 22815 22415 SB-WB Ramp 17046 WB-SB Loop Ramp 12740 3277 16017 right Thru left left SR 10LP EB 32423 thru Exit Ramp @ right SR 316 left thru right right thru left 16017 25631 41648 30630 32423 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) 17594 EB-SB Ramp 36103 33047 SR 10 SB SR 10 NB 21404 right Thru left left SR 316 @ right 10857 thru SR 10LP WB thru 10547 right Ramp left left thru right 20270 11471 1833 22103 10360 924 11284 12690 7233 8637 4803 4733 318 3973 442 right Thru left 321 left 6844 thru 1472 right SR 316 HOV @ Herrington RD. right thru left left thru right 1295 4063 278 5636 6012 419 5620 567 6606 6791 7564 7748 12672 1027 right 1253 left 2939 thru 3556 right left 2844 15201 13272 11645 Thru left SR 316 HOV @ right Lawrenceville thru Suwanee RD. left thru right 12019 14863 2920 2920 2919 2939 2940 4201 4278 101 2845 1332 right Thru left 118 left 2637 thru 185 right SR 316 HOV @ Walthers Blvd right thru left left thru right 371 2844 996 4211 4135 1239 2447 1105 4791 Georgia Department of Transportation A-13 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-3 2032 Build Average Daily Traffic (continued) 4792 4965 4963 7252 7337 820 4845 1672 right Thru left 856 left 3851 thru 256 right SR 316 HOV @ HI-Hope Rd right thru left left thru right 312 5177 274 5763 5587 1219 3660 486 Direct Merge Access Switch Rt Switch Lft 1299 1160 5365 7493 5797 8477 2028 1336 Switch Lft Switch Rt Direct Merge Access 6693 6213 369 5844 right Thru left 625 left 6641 thru 1211 right SR 316 HOV @ Harbins Rd right thru left left thru right 1102 6068 7170 7055 6022 Direct Merge Access Switch Rt Switch Lft 111 210 6022 5923 6641 5902 739 0 Switch Lft Switch Rt Direct Merge Access 7825 8112 699 6492 921 right Thru left 645 left 5032 thru 225 right SR 316 HOV @ Kilcrease Rd right thru left left thru right 276 6303 574 7153 7328 877 4948 611 6436 6436 6527 6527 6008 6095 160 5739 196 right Thru left 241 left SR 316 HOV @ right 5243 thru Carl Bethlehem thru 1043 right Rd left left thru right 946 5565 60 6571 6834 202 5330 52 5584 5584 5499 5584 5499 5499 3283 3014 387 2596 31 right Thru left 383 left SR 316 HOV @ right 4300 thru Harry McCarty thru 816 right Rd left left thru right 916 2857 306 4079 3713 43 4281 301 4625 4626 4637 4639 3305 3126 336 1785 1005 right Thru left 351 left SR 316 HOV @ right 4239 thru Harrison Mill thru 49 right Rd left left thru right 60 2282 200 2542 1961 672 4230 127 Direct Merge Access Switch Rt Switch Lft 88 612 5029 4505 5444 5361 118 201 Switch Lft Switch Rt Direct Merge Access 3318 2673 238 1987 448 right Thru left 362 left SR 316 HOV @ right 4849 thru Barber Creek thru 150 right Rd left left thru right 71 2315 141 2527 2412 641 4196 275 5112 5112 5438 5112 5438 5438 3654 280 3152 3451 222 right Thru left 205 left 4278 thru 955 right SR 316 HOV @ Dials Mill Rd right thru left left thru right 971 3176 10 4157 4117 70 3861 10 3941 3939 4510 4508 1582 0 1386 2368 196 right Thru left 0 left 4253 thru 255 right SR 316 HOV @ Mars Hill Rd right thru left left thru right 346 2174 43 2563 1693 194 3593 52 3839 3838 4492 4493 5529 1400 4069 4015 60 right Thru left 288 left 4112 thru 93 right SR 316 HOV @ Virgil Langford right thru left left thru right 272 3642 415 4329 4439 85 2166 277 Direct Merge With Mainline 2528 2528 4587 Direct Merge With Mainline Georgia Department of Transportation A-14 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-4 2015 E+C AM Design Hourly Traffic 560 SR 316 WB Mainline 4010 4010 1710 200 right left thru right left 360 2400 3060 1510 Thru left SR316WB @ SUGARLOAF right thru left thru right 2650 3010 410 1300 890 3450 2200 2200 1790 Corsim Entry Link Volume 3010 2400 2170 230 right Thru left SR 316 EB 110 left right thru SR 316 EB @ SUGARLOAF thru 410 300 right left 455 left thru right 2900 225 2470 3125 INTERSECTION SR 316 @ SUGARLOAF PKWY. 455 875 45 385 445 right Thru left 345 5 left Collins Hill Rd right 200 295 thru @ Collins Hill thru 60 55 right Ind Way left 95 left thru right 300 250 230 780 535 885 0 Mainline 4750 4770 1495 1095 425 670 right Thru left left SR316WB @ right 715 thru RIVERSIDE thru right PKWY. left 60 left thru right 460 780 1240 730 775 3885 SR 316 WB 1165 0 Mainline 4660 4655 2715 240 right left thru right left 925 2690 2045 2475 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 1660 2585 2245 2230 1970 260 1240 730 670 60 right Thru left 90 left SR316EB @ right thru RIVERSIDE thru 170 right PKWY left left thru right 1150 170 1320 840 INTERSECTION SR 316 @ RIVERSIDE PKWY. 2200 2165 SR 316 EB 230 1870 295 2585 2690 2470 220 right Thru left 40 left thru 255 right SR 316 EB @ DULUTH HWY. right thru left left thru right 2545 325 2725 2870 INTERSECTION SR 316 @ DULUTH HWY. 0 0 right Thru left 295 left Collins Hill Rd @ right thru Collins Hill Ind thru 675 675 675 right Way left left thru right 295 295 675 0 10 0 10 2885 5 2775 1725 105 right Thru left 5 left right 75 175 0 thru SR 20 @ REYNOLDS RD thru 0 5 right left 100 285 left right 5 2880 1645 180 1830 385 600 215 3490 Mainline 4090 4065 2415 2405 545 2125 CD RD 2125 Mainline 4090 4065 2415 2405 845 1560 780 535 400 135 right Thru left 335 left 745 thru 480 right SR 316 EB @ Collins Hill Rd left thru right 445 115 560 880 INTERSECTION SR 316 @ Collins Hill Rd 1940 CD RD 995 Georgia Department of Transportation Mainline 1940 1940 845 845 A-15 CD RD CD RD 1745 2295 2880 1145 1735 right Thru left SR 316 WB @ right SR 20 Buford thru Dr left left thru right 305 2045 2350 2115 250 925 295 380 1940 845 2350 2115 1975 140 right Thru left 580 left SR 316 EB @ 250 thru SR 20 Buford 995 995 165 right Dr 535 left thru right 1770 145 2140 1915 INTERSECTION SR 316 @ BUFORD DR. HOV Direct Merge 2865 2885 3030 1380 1400 1480 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-4 2015 E+C AM Design Hourly Traffic (continued) 3030 1480 1480 595 315 right 75 left 1350 thru 55 right left 120 270 1385 210 70 Thru left SR 316 @ CEDARS RD. right thru left thru right 390 25 535 920 2595 5 SR 316 WB 3520 3585 1445 1470 SR 316 EB 285 220 right 80 left 1390 thru 0 right left 0 Thru SR 316 @ HURRICANE TRAIL RD. thru 245 65 left right thru left right 0 0 165 3365 0 3530 3620 1455 1480 220 770 580 10 180 right Thru left 165 left 1170 thru 145 right SR 316 @ FENCE RD. right thru left left thru right 15 5 5 25 410 50 3025 255 3330 3365 1355 1395 575 1390 720 555 115 right Thru left 190 left 1060 thru 145 right SR 316 @ SR 8 right thru left left thru right 85 275 205 565 1130 110 2560 430 3100 3095 1380 1380 0 0 right left 1175 thru 205 right left 205 715 Thru SR 316 @ Sugaloaf Extention thru left right thru left right 330 535 2890 510 SR 316 WB 3400 3370 1505 1540 SR 316 EB 715 170 right 20 left 1350 thru 170 right left 800 755 565 440 105 Thru left SR 316 @ right HARBINS thru RD. left thru right 405 55 1260 140 2400 145 2685 2645 1510 1520 0 0 right Thru left left 1500 thru 20 right SR 316 @ OAK VALLEY RD. right thru left left thru right 45 45 20 2645 2645 2650 1545 1555 5 0 right 5 left 1505 thru 45 right left 40 65 10 0 5 Thru left SR 316 @ right WILLIAMS thru FARM RD. left thru right 0 35 75 5 2610 20 SR 316 WB 2635 2710 1545 1530 SR 316 EB 125 15 right 15 left 1485 thru 30 right left 150 130 170 65 45 Thru left SR 316 @ right DROWNING thru CREEK RD. left thru right 95 15 260 60 2545 35 2640 2705 1545 2705 1545 1525 610 250 right 45 left 1395 thru 85 right left 140 320 490 175 185 Thru left SR 316 @ KILCREASE RD right thru left thru right 260 15 415 185 2315 60 SR 316 WB 2560 2590 1595 1610 SR 316 EB 445 175 right 130 left 1410 thru 70 right left 110 415 495 200 70 Thru left SR 316 @ right PATRICK thru MILL RD. left thru right 255 115 480 110 2305 145 2560 2605 1595 1610 650 355 20 195 140 right Thru left 35 left 1525 thru 50 right SR 316 @ C BETHELHEM RD. right thru left left thru right 410 385 70 865 270 230 2175 25 2430 2370 1735 1750 1290 380 right 170 left 1545 thru 35 right left 80 985 1100 730 180 Thru left right SR 316 @ SR 81 thru left thru right 770 290 1140 160 1910 220 2290 2290 2015 2065 90 25 right 40 left 1955 thru 70 right left 55 145 105 40 25 Thru left SR 316 @ HARRY MCCARTY RD. right thru left thru right 40 40 135 25 2210 35 SR 316 WB 2270 2275 2020 2060 SR 316 EB 745 810 105 490 215 right Thru left 95 left 1810 thru 155 right SR 316 @ SR 11 right thru left left thru right 345 575 195 1115 760 75 1825 115 2015 2060 2220 2250 285 120 right 60 left 2180 thru 10 right left 10 215 155 75 90 Thru left SR 316 @ right HARRISON thru MILL RD. left thru right 65 55 130 30 1930 130 2090 2085 2325 2330 45 115 35 70 10 right Thru left 10 left 2280 thru 40 right SR 316 @ ODE PEPPERS right thru left left thru right 60 25 20 105 120 10 1990 10 2010 2050 2310 Georgia Department of Transportation A-16 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-4 2015 E+C AM Design Hourly Traffic (continued) 2050 2310 2335 205 120 right 140 left 2135 thru 60 right left 90 210 165 50 35 Thru left SR 316 @ right JACKSON thru TRAIL RD. left thru right 15 125 230 10 1840 100 SR 316 WB 1950 1995 2295 2315 SR 316 EB 580 435 10 220 205 right Thru left 60 left right 2080 thru SR 316 @ HOG thru 175 right MOUNTAIN left left thru right 260 300 80 640 470 220 1725 75 2020 1995 2365 2390 260 455 175 20 260 right Thru left 10 left right 2325 thru SR 316 @ thru 55 right Wall RD left left thru right 20 10 60 90 110 240 1800 35 2075 2040 2645 2040 2645 2645 20 10 right 10 left 2610 thru 25 right left 5 40 45 5 5 Thru left SR 316 @ MCCARTY RD. right thru left thru right 10 10 25 25 2025 10 SR 316 WB 2060 2070 2625 2585 SR 316 EB 380 240 right 145 left 2405 thru 35 right left 15 70 295 25 115 Thru left SR 316 @ right BETHLEHEM thru RD. left thru right 40 25 80 110 1815 10 1935 1875 2545 2490 165 30 right 20 left 2405 thru 65 right left 65 150 145 50 85 Thru left SR 316 @ 8TH ST right thru left thru right 90 15 170 35 1780 35 1850 1840 2505 2500 75 15 right 10 left 2480 thru 10 right left 55 75 30 15 45 Thru left SR 316 @ CRAFT RD. right thru left thru right 10 80 145 10 1770 50 1830 1855 2605 1855 2605 2520 170 130 25 25 80 right Thru left 30 left SR 316 @ DIALS right 2240 thru MILL EXT. (Crow thru 250 right Rd) left left thru right 130 130 65 325 285 10 1700 10 SR 316 WB 1720 1730 2385 2365 SR 316 EB 95 130 65 50 15 right Thru left 40 left SR 316 @ right 2285 thru DIALS MILL thru 40 right RD. left left thru right 25 25 45 95 140 30 1640 50 1720 1730 2345 2305 240 30 right 65 left 2165 thru 75 right left 15 140 115 45 165 Thru left SR 316 @ right MCNUTT thru CREEK RD. left thru right 30 50 95 20 1685 20 1725 1755 2380 2385 55 35 35 right Thru left left SR 316 @ right 2290 thru MARS HILL thru 95 right RD. left left thru right 200 200 95 55 1720 1775 1740 2490 2445 Georgia Department of Transportation A-17 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-4 2015 E+C AM Design Hourly Traffic (continued) 1740 200 2490 2445 0 1210 835 100 735 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 100 1180 1170 1280 30 465 435 1540 1905 540 1170 1280 1080 90 right Thru left 320 left thru 220 right SR 316 EB @ SR 10 right thru left left thru right 960 700 1660 1300 INTERSECTION SR 316 @ MONROE HWY. 0 790 SR 316 WB 2005 2035 2765 SR 316 EB 100 130 15 50 65 right Thru left 10 left 2745 thru 10 right SR 316 @ JULIAN DR. right thru left left thru right 25 20 130 175 280 70 1995 220 2285 2285 2940 2970 790 370 55 125 190 right Thru left 120 left SR 316 @ right 2830 thru JIMMIE DANIEL thru 20 right RD. left left thru right 45 290 105 440 240 380 2185 95 SR 316 WB 2660 2680 3125 3110 SR 316 EB 550 550 right left 3035 thru 75 right left 75 Thru SR 316 @ VIGRIL LANGFOR thru 95 left right thru left right 100 100 95 2130 2225 2265 3135 2265 3135 3125 280 75 right 40 left 2650 thru 435 right left 435 935 505 145 60 Thru left SR 316 @ right OCONEE thru CONNECTOR left thru right 210 645 1290 255 1755 355 2365 2355 3355 3360 SB to EB/WB Ramp 585 280 right Thru left left SR 10LP EB 3360 thru Exit Ramp @ right SR 316 305 right thru left 2075 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) WB to SB Loop Ramp 365 2075 2440 3665 2220 left 1590 thru 630 right left 1095 SR 316 @ SR 10LP WB Ramp thru 1445 EB to SB Ramp 950 EB/WB to NB Loop Ramp right thru left right 440 1535 1345 320 NB to EB/WB Ramp 1665 2335 2910 2525 SR 10 SB SR 10 NB Georgia Department of Transportation A-18 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-4 2015 E+C AM Design Hourly Traffic (continued) SR 316 HOV WB SR 316 H 425 1095 350 890 2810 715 80 735 75 460 2350 0 30 570 115 right Thru left right Thru left right Thru left 1360 35 left right 75 1235 1235 110 left 480 thru SR 316 HOV @ Herrington RD. thru 1110 170 thru 685 170 right left 50 575 580 300 right SR 316 HOV @ Lawrenceville Suwanee RD. right 0 385 380 15 left right 90 500 500 thru 385 135 thru SR 316 HOV @ Walthers Blvd thru 335 left 0 170 170 20 right left 75 290 left thru right left thru right left thru right 170 315 20 390 985 0 15 245 40 505 1375 300 955 2650 665 SR 316 HOV EB SR 316 H SR 316 HOV WB 605 1325 320 1005 0 right Thru left 500 155 left right 0 145 145 80 thru SR 316 HOV @ HI-Hope Rd thru 145 290 280 45 right left 0 80 left thru right 35 450 0 485 1050 SR 316 HOV EB Georgia Department of Transportation A-19 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-5 2015 E+C PM Design Hourly Traffic 410 SR 316 WB Mainline 2200 2200 2965 110 right left thru right left 300 3080 1805 2855 Thru left SR316WB @ SUGARLOAF right thru left thru right 1575 1875 230 455 225 1790 260 0 Mainline 2245 2230 1495 90 right left thru right left 170 1575 1095 1405 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 1035 1205 60 230 170 1970 SR 316 WB 295 0 Mainline 2200 2165 1730 40 right left thru right left 255 2015 2920 1690 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 2700 2955 4010 4010 3450 Corsim Entry Link Volume SR 316 EB 560 1875 3080 2670 410 right Thru left 200 left thru 360 right SR 316 EB @ SUGARLOAF right thru left left thru right 1675 890 3030 2565 INTERSECTION SR 316 @ SUGARLOAF PKWY. 4750 4770 1300 3885 885 1205 1575 860 715 right Thru left 425 left SR316EB @ right thru RIVERSIDE thru 460 right PKWY left left thru right 780 60 840 1320 INTERSECTION SR 316 @ RIVERSIDE PKWY. 4660 4655 SR 316 EB 775 3490 1165 2955 2015 1630 385 right Thru left 240 left thru 925 right SR 316 EB @ DULUTH HWY. right thru left left thru right 2715 215 2555 2930 INTERSECTION SR 316 @ DULUTH HWY. 205 110 725 0 685 0 30 320 335 right Thru left right Thru left 15 left Collins Hill Rd right 135 250 250 left Collins Hill Rd @ right thru @ Collins Hill thru thru Collins Hill Ind thru 95 right Ind Way left 115 815 815 815 right Way left left thru right left thru right 175 575 480 250 1230 250 530 815 0 10 0 10 2885 1725 5 1645 75 right Thru left 5 left right 105 285 0 thru SR 20 @ REYNOLDS RD thru 0 5 right left 180 175 left right 5 2775 100 2880 1830 220 545 325 1870 Mainline 2415 2405 4090 4065 600 1560 CD RD 1560 Mainline 2415 2405 4090 4065 1940 2125 1230 530 330 200 right Thru left 445 left 1450 thru 230 right SR 316 EB @ Collins Hill Rd left thru right 785 95 880 560 INTERSECTION SR 316 @ Collins Hill Rd 845 CD RD 1745 Georgia Department of Transportation Mainline 845 845 1940 1940 CD RD CD RD 995 2295 580 1715 2880 right Thru left SR 316 WB @ right 140 535 SR 20 Buford thru 250 Dr left 145 left thru right 165 2740 2905 1860 845 1940 2905 1860 1610 250 right Thru left 1145 left SR 316 EB @ 295 thru SR 20 Buford 1745 1745 305 right Dr 925 left thru right 1760 380 1915 2140 INTERSECTION SR 316 @ DULUTH HWY. A-20 HOV Direct Merge 1380 1400 1480 2865 2885 3030 HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-5 2015 E+C PM Design Hourly Traffic (continued) Final Report April 2009 1480 3030 3030 1385 75 right 315 left 2595 thru 120 right left 55 535 595 390 920 Thru left SR 316 @ CEDARS RD. right thru left thru right 210 5 270 70 1350 25 SR 316 WB 1445 1470 3520 3585 SR 316 EB 245 80 right 220 left 3365 thru 0 right left 0 0 285 0 165 Thru left SR 316 @ right HURRICANE thru TRAIL RD. left thru right 0 0 0 65 1390 0 1455 1480 3530 3620 770 220 165 5 50 right Thru left 580 left 3025 thru 15 right SR 316 @ FENCE RD. right thru left left thru right 145 10 255 410 25 180 1170 5 1355 1395 3330 3365 1390 575 190 275 110 right Thru left 720 left 2560 thru 85 right SR 316 @ SR 8 right thru left left thru right 145 555 430 1130 565 115 1060 205 1380 1380 3100 1380 3100 3095 0 0 right 0 left 2890 thru 205 right left 205 535 0 0 0 Thru left SR 316 @ right Sugaloaf thru Extention left thru right 0 510 715 0 1175 330 SR 316 WB 1505 1540 3400 3370 SR 316 EB 565 20 right 170 left 2400 thru 800 right left 170 1260 715 405 140 Thru left SR 316 @ right HARBINS thru RD. left thru right 440 145 755 105 1350 55 1510 1500 2685 2690 0 0 0 0 0 right Thru left 0 left 2645 thru 45 right SR 316 @ OAK VALLEY RD. right thru left left thru right 0 20 20 45 0 1500 1500 1555 2665 2650 10 5 right 0 left 2610 thru 40 right left 45 75 5 0 5 Thru left SR 316 @ right WILLIAMS thru FARM RD. left thru right 0 20 65 5 1505 35 SR 316 WB 1545 1530 2635 2710 SR 316 EB 170 15 right 15 left 2545 thru 150 right left 30 260 125 95 60 Thru left SR 316 @ right DROWNING thru CREEK RD. left thru right 65 35 130 45 1485 15 1545 1525 2640 1525 2640 2705 490 45 right 250 left 2315 thru 140 right left 85 415 610 260 185 Thru left SR 316 @ KILCREASE RD right thru left thru right 175 60 320 185 1395 15 SR 316 WB 1595 1610 2560 2590 SR 316 EB 495 130 right 175 left 2305 thru 110 right left 70 480 445 255 110 Thru left SR 316 @ right PATRICK thru MILL RD. left thru right 200 145 415 70 1410 115 1595 1610 2560 2605 355 650 35 385 230 right Thru left 20 left 2175 thru 410 right SR 316 @ C BETHELHEM RD. right thru left left thru right 50 195 25 270 865 140 1525 70 1735 1750 2430 2370 1100 170 1290 770 160 right Thru left 380 left right 1910 thru SR 316 @ SR 81 thru 80 right left left thru right 35 1140 730 220 985 180 1545 290 2015 2065 2290 90 105 40 40 25 SR 316 WB 810 745 95 575 75 285 155 60 65 30 115 45 10 25 10 right Thru left right Thru left right Thru left right Thru left 2065 2290 2290 25 left 2210 thru 55 right SR 316 @ HARRY MCCARTY RD. right thru left 25 1955 40 2020 2060 2270 2275 105 left 1825 thru 345 right SR 316 @ SR 11 right thru left 215 1810 195 2220 2250 2015 2060 120 left 1930 thru 10 right SR 316 @ HARRISON MILL RD. right 90 2325 2330 35 left right 10 2310 233 thru 2180 1990 thru SR 316 @ ODE PEPPERS thru 2280 left 55 2090 2085 60 right left 20 201 left thru right left thru right left thru right left thru right 70 40 35 145 135 SR 316 EB 155 490 115 760 1115 10 75 130 215 130 40 70 10 120 105 0 Georgia Department of Transportation A-21 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-5 2015 E+C PM Design Hourly Traffic (continued) 2050 165 140 right 120 left 1840 thru 90 right left 60 230 205 15 10 Thru left SR 316 @ right JACKSON thru TRAIL RD. left thru right 50 100 210 35 2135 125 SR 316 WB 2295 2315 1950 1995 SR 316 EB 435 580 60 300 220 right Thru left 10 left 1725 thru 260 right SR 316 @ HOG MOUNTAIN right thru left left thru right 175 220 75 470 640 205 2080 80 2365 2390 2020 1995 455 260 10 10 240 right Thru left 175 left 1800 thru 20 right SR 316 @ Wall RD right thru left left thru right 55 20 35 110 90 260 2325 60 2645 2645 2075 2645 2075 2040 45 10 right 10 left 2025 thru 5 right left 25 25 20 10 25 Thru left SR 316 @ MCCARTY RD. right thru left thru right 5 10 40 5 2610 10 SR 316 WB 2625 2585 2060 2070 SR 316 EB 295 145 right 240 left 1815 thru 15 right left 35 80 380 40 110 Thru left SR 316 @ right BETHLEHEM thru RD. left thru right 25 10 70 115 2405 25 2545 2490 1935 1875 145 20 right 30 left 1780 thru 65 right left 65 170 165 90 35 Thru left SR 316 @ 8TH ST right thru left thru right 50 35 150 85 2405 15 2505 2500 1850 1840 30 10 right 15 left 1770 thru 55 right left 10 145 75 10 10 Thru left SR 316 @ CRAFT RD. right thru left thru right 15 50 75 45 2480 80 2605 2520 1830 1855 130 170 30 130 10 right Thru left 25 left SR 316 @ DIALS right 1700 thru MILL EXT. (Crow thru 130 right Rd) left left thru right 250 25 10 285 325 80 2240 65 SR 316 WB 2385 2365 1720 1730 SR 316 EB 130 95 40 25 30 right Thru left 65 left SR 316 @ right 1640 thru DIALS MILL thru 25 right RD. left left thru right 40 50 50 140 95 15 2285 45 2345 2305 1720 1730 115 65 right 30 left 1685 thru 15 right left 75 95 240 30 20 Thru left SR 316 @ right MCNUTT thru CREEK RD. left thru right 45 20 140 165 2165 50 2380 2380 1725 1765 160 90 90 right Thru left left SR 316 @ right 1720 thru MARS HILL thru 45 right RD. left left thru right 45 45 45 160 2290 2450 2445 1765 1740 Georgia Department of Transportation A-22 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-5 2015 E+C PM Design Hourly Traffic (continued) 540 1740 0 835 1210 320 890 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 220 745 965 1590 90 790 700 1905 SR 316 WB 2695 2765 2035 SR 316 EB 130 100 10 20 70 right Thru left 15 left 1995 thru 25 right SR 316 @ JULIAN DR. right thru left left thru right 10 50 220 280 175 65 2745 130 2940 2970 2285 2285 370 790 120 290 380 right Thru left 55 left SR 316 @ right 2185 thru JIMMIE DANIEL thru 45 right RD. left left thru right 20 125 95 240 440 190 2830 105 SR 316 WB 3125 3160 2660 2660 SR 316 EB 125 125 right left 2600 thru 60 right left 60 Thru SR 316 @ VIGRIL LANGFOR thru 10 left right thru left right 15 15 10 3035 3045 3125 2615 1540 200 965 1590 1560 30 right Thru left 100 left thru 100 right SR 316 EB @ SR 10 right thru left left thru right 1660 865 435 1300 INTERSECTION SR 316 @ MONROE HWY. 0 465 3125 2615 2550 505 40 right 125 left 1755 thru 670 right left 435 1525 330 210 255 Thru left SR 316 @ right OCONEE thru CONNECTOR left thru right 145 355 935 60 2650 645 3355 3665 2365 2355 SB to EB/WB Ramp 950 630 right Thru left left SR 10LP EB 2355 thru Exit Ramp @ right SR 316 320 right thru left 3035 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) WB to SB Loop Ramp 440 3035 3475 2675 1580 right left 1300 thru 280 right left 1445 Thru SR 316 @ SR 10LP WB Ramp thru 1095 EB to SB Ramp 585 EB/WB to NB Loop Ramp left right thru left right 365 1810 2030 305 NB to EB/WB Ramp 2335 1665 2525 2910 SR 10 SB SR 10 NB Georgia Department of Transportation A-23 HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-5 2015 E+C PM Design Hourly Traffic (continued) SR 316 HOV WB 890 2810 425 35 315 75 1095 110 985 0 right Thru left right Thru left 685 80 left right 75 575 580 460 left 1110 thru SR 316 HOV @ Herrington RD. thru 480 385 thru 1360 170 right left 20 1235 1235 390 right SR 316 HOV @ Lawrenceville Suwanee RD. right 0 170 170 thru 170 left 0 385 left thru right left thru right 170 735 50 955 300 2350 0 2650 505 1375 SR 316 HOV EB SR 316 HOV WB 715 1325 350 605 15 245 90 155 450 0 right Thru left right Thru left 170 30 left right 115 290 280 320 left right 0 80 80 335 thru SR 316 HOV @ Walthers Blvd thru 135 145 thru SR 316 HOV @ HI-Hope Rd thru 80 385 380 15 right left 40 500 500 35 right left 0 145 left thru right left thru right 20 570 75 45 1005 0 665 1050 300 485 SR 316 HOV EB Final Report April 2009 Georgia Department of Transportation A-24 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-6 2032 E+C AM Design Hourly Traffic 705 Mainline 4540 4540 1855 230 right left thru right left 475 2590 3320 1625 Thru left SR316WB @ SUGARLOAF right thru left thru right 2870 3345 450 1415 965 3835 1095 0 Mainline 5250 5270 1370 585 right left thru right left 510 855 1560 785 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 905 1415 655 725 70 4175 1010 0 Mainline 4900 4893 2510 165 right left thru right left 845 2540 1850 2345 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 1620 2465 3040 3040 2405 Corsim Entry Link Volume 635 3345 2590 2310 280 right Thru left 155 left thru 480 right SR 316 EB @ SUGARLOAF right thru left left thru right 2790 3190 280 3470 INTERSECTION SR 316 @ SUGARLOAF PKWY. 2965 2975 560 2610 365 1415 855 785 70 right Thru left 140 left SR316EB @ right thru RIVERSIDE thru 225 right PKWY left left thru right 1010 1275 185 1460 INTERSECTION SR 316 @ RIVERSIDE PKWY. 2865 2850 255 2465 385 2465 2540 2315 225 right Thru left 60 left thru 325 right SR 316 EB @ DULUTH HWY. right thru left left thru right 2640 2405 325 2730 INTERSECTION SR 316 @ DULUTH HWY. 580 1245 0 0 45 620 580 right Thru left right Thru left 345 5 left Collins Hill Rd right 240 355 355 left Collins Hill Rd right thru @ Collins Hill thru thru @ Collins Hill thru 60 55 right Ind Way left 115 900 900 900 right Ind Way left left thru right left thru right 300 335 320 955 355 355 790 900 0 10 0 10 2605 5 right 5 left 0 thru 5 right left 5 2600 1560 2505 95 Thru left SR 20 @ right REYNOLDS thru RD left right 1485 165 1655 70 160 0 90 260 230 425 195 3883 Mainline 4308 4310 3015 3010 550 2065 CD RD 2065 Mainline 4308 4310 3015 3010 1285 1725 955 790 580 210 right Thru left 335 left 985 thru 405 right SR 316 EB @ Collins Hill Rd left thru right 620 160 780 985 INTERSECTION SR 316 @ Collins Hill Rd 2245 CD RD 1355 Mainline 2245 2245 1285 1285 CD RD CD RD 1520 2620 2600 880 1720 right Thru left SR 316 WB @ right SR 20 Buford thru Dr left left thru right 285 2230 2515 2005 390 1030 355 285 2245 1285 2320 2090 2420 230 right Thru left 765 left SR 316 EB @ 370 thru SR 20 Buford 1355 1355 220 right Dr 865 left thru right 2310 1655 265 1920 INTERSECTION SR 316 @ BUFORD DR. HOV Direct Merge 860 3275 4135 4130 2150 2375 2380 225 Georgia Department of Transportation A-25 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-6 2032 E+C AM Design Hourly Traffic (continued) 820 0 Mainline 4135 4130 905 650 right left thru right left 170 315 1315 255 Thru left SR 316 @ CEDARS RD. right thru left thru right 450 620 865 925 60 3310 Mainline 4235 4225 890 0 760 1770 755 1015 right Thru left left thru right SR 316 @ SR 8 right thru left left thru right 135 490 625 1345 270 600 330 3335 620 0 Mainline 3935 3915 1425 215 right left thru right left 405 1210 Thru left SR 316 @ Sugaloaf Extention thru right 450 1735 1020 right thru left 855 570 1095 525 3295 Mainline 4390 4420 2375 2380 1930 450 620 315 250 65 right Thru left 105 left SR 316 @ right thru CEDARS thru 345 right RD. left left thru right 515 25 540 595 INTERSECTION SR 316 @ CEDARS RD 220 0 Mainline 4390 4420 230 30 right left thru right left 190 235 195 200 Thru left SR 316 @ DROWNING CREEK RD. right thru left thru right 145 335 2020 2075 90 50 85 35 4200 Mainline 4285 4305 1700 375 625 1345 1035 310 right Thru left 235 left thru 140 right SR 316 @ SR 8 right thru left left thru right 390 320 710 1175 INTERSECTION SR 316 @ SR 8 Winder Hwy 2330 2305 630 365 0 480 180 right left thru right left 185 545 650 300 Thru left SR 316 @ PATRICK MILL RD. right thru left thru right 460 645 190 435 245 3940 Mainline 4375 4365 1890 415 855 1735 1165 570 right Thru left 70 left thru SR 316 @ Sugaloaf right thru 345 right Extention left left thru right 785 440 1510 1225 INTERSECTION SR 316 @ Sugarloaf Pkwy Ext. Clover Leaf Interchange 2900 2860 1010 800 0 1475 1515 440 1075 right Thru left left thru right SR 316 @ SR 81 right thru left left thru right 360 1345 1705 1305 130 360 230 3565 Mainline 3925 4000 2900 2860 2795 65 335 235 150 85 right Thru left 25 left SR 316 @ right thru DROWNING thru 40 right CREEK RD. left left thru right 310 15 325 190 INTERSECTION SR 316 @ Drowning Creek Rd 2895 2885 100 2605 280 645 545 450 95 right Thru left 180 left SR 316 @ right thru PATRICK thru 100 right MILL RD. left left thru right 465 190 655 550 INTERSECTION SR 316 @ Patrick Mill Rd 2890 2900 285 2690 210 1705 1305 1075 230 right Thru left 150 left thru 60 right SR 316 @ SR 81 right thru left left thru right 1555 450 2005 1135 INTERSECTION SR 316 @ SR 81 3370 3435 680 Georgia Department of Transportation A-26 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-6 2032 E+C AM Design Hourly Traffic (continued) 590 0 Mainline 3925 4000 1020 135 1050 885 right Thru left left thru right SR 316 @ SR 11 right thru left left thru right 455 945 1400 1025 105 245 140 3410 720 0 Mainline 3655 3680 915 815 140 675 right Thru left left thru right SR 316 @ HOG MOUNTAIN right thru left left thru right 580 540 1120 800 375 500 125 2960 465 0 Mainline 3460 3470 575 795 410 385 right Thru left left thru right SR 316 @ BETHLEHEM RD. right thru left left thru right 55 390 445 405 185 205 20 3005 Mainline 3210 3245 3370 3435 Mainline 3210 3245 3220 215 660 0 1025 1400 755 270 right Thru left 100 left thru 115 right SR 316 @ SR 11 right thru left left thru right 1300 350 1650 870 INTERSECTION SR 316 @ SR 11 565 230 right left thru right left 430 340 325 335 Thru left SR 316 @ Bogart Pkwy. right thru left thru right 70 500 3840 3845 620 255 260 5 2585 Mainline 2845 2845 3565 280 1120 800 445 355 right Thru left 105 left right thru SR 316 @ HOG thru 175 right MOUNTAIN left left thru right 1015 175 1190 620 INTERSECTION SR 316 @ Hog Mnt Rd 415 0 1690 1130 230 900 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 185 1640 1825 1585 50 735 685 2430 4095 4105 530 205 Mainline 3165 3200 3815 290 0 445 405 70 335 right Thru left 230 left thru SR 316 @ BETHLEHEM right thru 60 right RD. left left thru right 215 105 320 130 INTERSECTION SR 316 @ SR 211 950 445 125 320 right Thru left left thru right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 80 735 815 395 4255 4255 440 215 290 75 2995 Mainline 3285 3220 4255 4255 3860 395 500 340 95 245 right Thru left 60 left SR 316 @ right thru Bogart thru 335 right Pkwy. left left thru right 440 115 555 430 INTERSECTION SR 316 @ Bogart Pkwy 4220 4200 360 3495 705 1585 1475 1825 110 right 3 left 475 left thru 230 right SR 316 EB @ SR 10 right thru left left thru right 1350 890 1705 2240 INTERSECTION SR 316 @ US 78 4495 4550 1000 4245 305 815 395 240 155 right Thru left 245 left SR 316 @ right thru JIMMIE DANIEL thru 60 right RD. left left thru right 570 175 745 300 INTERSECTION SR 316 @ Jimmie Daniels Rd 4575 4595 330 Georgia Department of Transportation A-27 HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-6 2032 E+C AM Design Hourly Traffic (continued) Mainline 3285 3220 4575 4595 485 0 2450 1660 EB CD RD 485 365 145 right left thru right left 340 630 360 220 Thru left SR 316 @ right OCONEE thru CONN left thru right 225 565 135 545 410 1870 565 630 565 65 right Thru left 65 left SR 316 @ right thru OCONEE thru 420 right CONN left left thru right 500 565 1065 985 INTERSECTION SR 316 @ Oconee Conn WB CD RD 865 630 Final Report April 2009 SR 10 SB SR 10 NB 2390 2170 SB-WB Ramp 865 WB-SB Loop Ramp 570 1410 545 1115 1870 2450 250 2700 right left 2700 thru right left Thru SR 10LP EB Exit Ramp @ SR 316 thru left right right thru left 1115 1870 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) 2040 EB-SB Ramp 2985 2985 2700 2700 right Thru left left SR 316 @ right 1780 thru SR 10LP WB thru 920 right Ramp left left thru right 1285 375 1660 1070 1700 150 1850 2155 4135 2760 SR 10 SB SR 10 NB 1080 60 505 930 90 2785 375 2410 1210 0 585 745 20 590 135 1450 260 665 1190 0 Direct Merge With Mainline right Thru left right Thru left right Thru left right Thru left 1435 35 left right 90 1440 1360 125 left 600 thru SR 316 HOV @ Herrington RD. thru 1265 235 thru 775 140 right left 85 710 695 335 right SR 316 HOV @ Lawrenceville Suwanee RD. right 0 655 640 10 left right 265 1040 1150 125 left right 0 860 860 thru 655 195 thru SR 316 HOV @ Walthers Blvd thru 585 225 thru SR 316 HOV @ HI-Hope Rd thru 860 left 0 235 235 30 right left 190 365 385 35 right left 0 225 left thru right left thru right left thru right left thru right 110 1155 380 20 510 330 2745 1085 0 1415 35 310 35 380 810 30 1225 540 0 570 Direct Merge With Mainline Georgia Department of Transportation A-28 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-7 2032 E+C PM Design Hourly Traffic 635 Mainline 3040 3040 3320 155 right left thru right left 480 3445 1855 3165 Thru left SR316WB @ SUGARLOAF right thru left thru right 1575 2055 280 560 280 2405 4540 4540 3835 Corsim Entry Link Volume 705 3445 2995 2055 450 right Thru left 230 left thru 475 right SR 316 EB @ SUGARLOAF right thru left left thru right 3470 1825 965 2790 INTERSECTION SR 316 @ SUGARLOAF PKWY. 1415 205 110 1040 810 30 445 335 right Thru left 15 left Collins Hill Rd right 210 370 thru @ Collins Hill thru 95 right Ind Way left 160 left thru right 175 815 405 1395 700 365 0 Mainline 2965 2975 1560 140 right left thru right left 225 1605 1370 1420 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 1300 1525 70 255 185 2610 385 0 Mainline 2865 2850 1850 60 right left thru right left 325 2115 2510 1790 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 2285 2610 5250 5270 4175 1095 1605 1525 950 655 right Thru left 585 left SR316EB @ right thru RIVERSIDE thru 510 right PKWY left left thru right 1460 940 70 1010 INTERSECTION SR 316 @ RIVERSIDE PKWY. 4900 4893 725 3883 1010 2115 1885 2610 230 right Thru left 165 left thru 845 right SR 316 EB @ DULUTH HWY. right thru left left thru right 2730 2445 195 2640 INTERSECTION SR 316 @ DULUTH HWY. 0 0 right Thru left 370 left Collins Hill Rd right thru @ Collins Hill thru 740 760 760 right Ind Way left left thru right 370 370 760 0 0 0 0 0 0 right left thru right left Thru SR 20 @ REYNOLDS RD left right thru left right 0 0 0 0 225 550 325 2465 Mainline 3015 3030 4308 4310 425 1745 CD RD 1745 Mainline 3015 3030 4308 4310 2245 2065 1395 700 460 240 right Thru left 580 left 1165 thru 320 right SR 316 EB @ Collins Hill Rd left thru right 815 115 930 780 INTERSECTION SR 316 @ Collins Hill Rd 1285 CD RD 1520 Mainline 1285 1285 2245 2245 CD RD CD RD 1355 2245 1520 1520 2600 2525 765 1760 right Thru left SR 316 WB @ right SR 20 Buford thru Dr left left thru right 220 2370 2590 2025 230 865 370 265 1285 2025 1635 2590 390 right Thru left 880 left SR 316 EB @ 355 thru SR 20 Buford 285 right Dr left thru right 1920 1710 285 1995 INTERSECTION SR 316 @ BUFORD DR. 1030 HOV Direct Merge 225 2150 2375 2380 3275 4135 4130 860 Georgia Department of Transportation A-29 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-7 2032 E+C PM Design Hourly Traffic (continued) 450 0 Mainline 2150 2380 1315 105 right left thru right left 345 1235 905 1210 Thru left SR 316 @ CEDARS RD. right thru left thru right 840 1185 65 90 25 1930 Mainline 2020 2075 3275 4130 3310 820 1235 1185 370 865 right Thru left 650 left thru 170 right SR 316 @ CEDARS RD. right thru left left thru right 535 60 595 540 INTERSECTION SR 316 @ CEDARS RD 4235 4225 925 375 0 1770 760 235 525 right Thru left left thru right SR 316 @ SR 8 right thru left left thru right 140 1460 1600 845 310 630 320 1700 3335 890 1600 845 575 270 right Thru left 755 left thru 135 right SR 316 @ SR 8 right thru left left thru right 845 330 1175 710 INTERSECTION SR 316 @ SR 8 Winder Hwy 415 0 Mainline 2330 2305 1020 70 right left thru right left 345 950 Thru left SR 316 @ Sugaloaf Extention thru right 855 1390 1425 right thru left 1200 570 1010 440 1890 Mainline 2900 2860 3935 3915 600 3295 620 1390 1200 820 570 right Thru left 215 left thru 405 right SR 316 @ Sugaloaf Extention right thru left left thru right 985 525 1225 1510 INTERSECTION SR 316 @ Sugarloaf Pkwy Ext. Clover Leaf Interchange 4390 4420 1095 Mainline 2900 2860 4390 4420 65 0 195 25 right left thru right left 40 185 230 170 Thru left SR 316 @ DROWNING CREEK RD. right thru left thru right 145 185 85 100 15 2795 4200 220 185 185 135 50 right Thru left 30 left SR 316 @ right thru DROWNING thru 190 right CREEK RD. left left thru right 155 35 190 325 INTERSECTION SR 316 @ Drowning Creek Rd 280 0 Mainline 2895 2885 650 180 right left thru right left 100 660 480 470 Thru left SR 316 @ PATRICK MILL RD. right thru left thru right 385 485 95 285 190 2605 210 0 Mainline 2890 2900 1515 1475 150 right 1325 Thru left left thru right SR 316 @ SR 81 right thru left left thru right 60 1775 1285 1345 230 680 450 2690 Mainline 3370 3435 4285 4305 85 3940 365 485 660 470 190 right Thru left 180 left SR 316 @ right thru PATRICK thru 185 right MILL RD. left left thru right 305 245 550 655 INTERSECTION SR 316 @ Patrick Mill Rd 4375 4365 435 3565 800 1775 1645 1345 130 right Thru left 440 left thru 360 right SR 316 @ SR 81 right thru left left thru right 905 230 2005 1135 INTERSECTION SR 316 @ SR 81 3925 4000 360 Georgia Department of Transportation A-30 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-7 2032 E+C PM Design Hourly Traffic (continued) 215 0 Mainline 3370 3435 1020 1050 100 950 right Thru left left thru right SR 316 @ SR 11 right thru left left thru right 115 750 865 1300 270 620 350 3220 280 0 Mainline 3840 3845 815 915 105 810 right Thru left left right thru SR 316 @ HOG thru right MOUNTAIN left left thru right 175 460 635 985 355 530 175 3565 290 0 Mainline 4095 4105 795 575 230 345 right Thru left left thru right SR 316 @ BETHLEHEM RD. right thru left left thru right 60 460 520 450 335 440 105 3815 Mainline 4255 4255 3925 4000 3410 590 865 1300 1195 105 right Thru left 135 left thru 455 right SR 316 @ SR 11 right thru left left thru right 730 140 870 1650 INTERSECTION SR 316 @ SR 11 3655 3680 245 2960 720 635 985 610 375 right Thru left 140 left right thru SR 316 @ HOG thru 580 right MOUNTAIN left left thru right 495 125 620 1190 INTERSECTION SR 316 @ Hog Mnt Rd 3460 3470 500 3005 465 520 450 265 185 right Thru left 410 left SR 316 @ right thru BETHLEHEM thru 55 right RD. left left thru right 110 20 130 320 INTERSECTION SR 316 @ SR 211 3210 3245 205 395 0 Mainline 4255 4255 325 60 right left thru right left 335 380 565 265 Thru left SR 316 @ Bogart Pkwy. right thru left thru right 320 655 245 360 115 3860 705 0 Mainline 4220 4200 1130 1690 475 1215 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 230 1020 1250 2105 110 1000 890 3495 305 0 Mainline 4495 4550 445 950 245 705 right Thru left left thru right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 60 290 350 880 155 330 175 4245 Mainline 4575 4595 3210 3245 2585 660 655 380 125 255 right Thru left 230 left thru 430 right SR 316 @ Bogart Pkwy. right thru left left thru right 425 5 430 555 INTERSECTION SR 316 @ Bogart Pkwy 2845 2845 260 2430 415 2105 2055 1250 50 right 3 left 230 left thru 185 right SR 316 EB @ SR 10 right thru left left thru right 1020 685 2240 1705 INTERSECTION SR 316 @ US 78 3165 3200 735 2995 205 350 880 665 215 right Thru left 125 left thru 80 right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 225 75 300 745 INTERSECTION SR 316 @ Jimmie Daniels Rd 3285 3220 290 Georgia Department of Transportation A-31 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-7 2032 E+C PM Design Hourly Traffic (continued) Mainline 4575 4595 3285 3220 485 0 1650 1085 EB CD RD 485 360 65 right left thru right left 420 860 365 295 Thru left SR 316 @ OCONEE CONN right thru left thru right 300 720 65 630 565 3190 720 860 725 135 right Thru left 145 left thru 340 right SR 316 @ OCONEE CONN right thru left left thru right 575 410 985 1065 INTERSECTION SR 316 @ Oconee Conn WB CD RD 920 545 SR 10 SB SR 10 NB 2020 2410 SB-WB Ramp 920 WB-SB Loop Ramp 375 1550 630 1005 3190 1650 345 1995 right left 1995 thru right left Thru SR 10LP EB Exit Ramp @ SR 316 thru left right right thru left 1005 3190 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) 1285 EB-SB Ramp 4195 4195 1995 1995 right Thru left left SR 316 @ right 1130 thru SR 10LP WB thru 865 right Ramp left left thru right 2040 570 2610 885 2155 20 2175 1700 2760 4135 SR 10 SB SR 10 NB 1080 505 1210 2785 745 585 1450 665 Direct Merge With Mainline 35 380 90 125 1085 0 10 310 265 125 540 0 right Thru left right Thru left right Thru left right Thru left 775 60 left right 90 1265 thru SR 316 HOV @ Herrington RD. thru 600 1435 110 right left 20 710 695 1440 1360 375 left 655 thru 330 right SR 316 HOV @ Lawrenceville Suwanee RD. right 0 235 thru 235 left 0 235 20 left right 135 365 385 585 thru SR 316 HOV @ Walthers Blvd thru 195 655 640 35 right left 35 1040 1150 260 left right 0 225 225 860 thru SR 316 HOV @ HI-Hope Rd thru 225 30 right left 0 860 left thru right left thru right left thru right left thru right 140 930 85 1155 335 2410 0 2745 30 590 190 810 35 1190 0 1225 Direct Merge With Mainline 510 1415 380 570 Georgia Department of Transportation A-32 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-8 2032 Build AM Design Hourly Traffic 650 Mainline 4745 4745 1795 220 right left thru right left 430 2550 3245 1575 Thru left SR316WB @ SUGARLOAF right thru left thru right 2775 3205 470 1445 975 4095 3025 3025 2380 Corsim Entry Link Volume 645 3205 2550 2335 215 right Thru left 160 left thru 485 right SR 316 EB @ SUGARLOAF right thru left left thru right 3045 235 2820 3280 INTERSECTION SR 316 @ SUGARLOAF PKWY. 1245 45 595 620 580 right Thru left 345 5 left Collins Hill Rd right 245 thru @ Collins Hill thru 60 55 right Ind Way left 120 left thru right 300 345 320 965 795 450 365 1130 0 Mainline 5540 5560 1390 610 right left thru right left 520 855 1760 780 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 915 1435 845 920 75 4430 1240 0 Mainline 5350 5373 3085 215 right left thru right left 1025 3068 2000 2870 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 1780 2805 2830 2835 2480 355 1435 855 785 70 right Thru left 135 left SR316EB @ right thru RIVERSIDE thru 220 right PKWY left left thru right 1300 190 1005 1490 INTERSECTION SR 316 @ RIVERSIDE PKWY. 2740 2755 260 2345 410 2805 3068 2883 185 right Thru left 60 left thru 350 right SR 316 EB @ DULUTH HWY. right thru left left thru right 2745 335 3233 3080 INTERSECTION SR 316 @ DULUTH HWY. 0 0 right Thru left 365 left Collins Hill Rd right thru @ Collins Hill thru 900 900 900 right Ind Way left left thru right 365 365 900 0 10 0 10 2850 5 2740 1705 105 right Thru left 5 left SR 20 @ right 75 175 0 thru REYNOLDS thru 0 5 right RD left 100 285 left right 5 2845 1625 180 1810 220 418 198 4133 Mainline 4550 4583 2865 2900 520 2180 CD RD 2180 Mainline 4550 4583 2865 2900 1085 1815 965 608 585 23 right Thru left 345 left 1055 thru 415 right SR 316 EB @ Collins Hill Rd left thru right 620 160 780 1000 INTERSECTION SR 316 @ Collins Hill Rd 2403 CD RD 1238 Georgia Department of Transportation Mainline 2403 2403 1085 1085 A-33 CD RD CD RD 1645 2290 2845 1020 1825 right Thru left SR 316 WB @ right SR 20 Buford thru Dr left left thru right 260 2130 2390 2053 160 753 365 228 2403 1085 2330 2273 2215 58 right Thru left 820 left SR 316 EB @ 183 thru SR 20 Buford 1238 1238 235 right Dr 455 left thru right 1510 215 2450 1725 INTERSECTION SR 316 @ BUFORD DR. 3155 1540 3205 1505 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-8 2032 Build AM Design Hourly Traffic (continued) HOV-SOV SOV-HOV 12 24 430 0 Mainline 3155 3205 565 330 right left thru right left 100 315 1985 235 Thru left SR 316 @ CEDARS RD. right thru left thru right 450 550 1535 80 1615 2775 1540 1505 1300 205 550 315 255 60 right Thru left 115 left thru 90 right SR 316 @ CEDARS RD. right thru left left thru right 435 25 460 345 INTERSECTION SR 316 @ CEDARS RD Mainline 4390 4445 1385 1415 85 HOV-SOV SOV-HOV 12 24 1280 0 710 2390 1135 1255 right Thru left left thru right SR 316 @ SR 8 right thru left left thru right 145 505 650 1510 205 460 255 3165 1055 360 650 1510 1130 380 right Thru left 225 left thru 135 right SR 316 @ SR 8 right thru left left thru right 425 355 780 1265 INTERSECTION SR 316 @ SR 8 Winder Hwy 490 0 Mainline 3625 3599 1925 155 right left thru right left 335 1770 Thru left SR 316 @ Sugaloaf Extention thru right 535 2490 1310 right thru left 870 775 1495 720 3109 Direct Merge Access Direct Merge Access Mainline 4604 4559 1790 1820 735 1520 300 870 2490 1525 965 right Thru left 20 left thru 280 right SR 316 @ Sugaloaf Extention right thru left left thru right 850 480 1805 1330 INTERSECTION SR 316 @ Sugarloaf Pkwy Ext. Clover Leaf Interchange 2954 2969 Direct Merge Access 1445 SOV-HOV HOV-SOV 35 24 495 Direct Merge Access 0 Direct Merge Access Mainline 4604 4559 290 105 right left thru right left 390 265 355 185 Thru left SR 316 @ DROWNING CREEK RD. right thru left thru right 225 615 130 210 80 4064 505 0 Mainline 4274 4324 715 170 right left thru right left 335 710 850 545 Thru left SR 316 @ PATRICK MILL RD. right thru left thru right 760 1095 90 255 165 3819 860 0 Mainline 4074 4035 2155 1990 520 1470 right Thru left left thru right SR 316 @ SR 81 right thru left left thru right 340 2045 2385 1730 110 370 260 3175 Mainline 3545 3575 2954 2969 Direct Merge Access SOV-HOV HOV-SOV 35 24 2839 130 615 265 185 80 right Thru left 65 left thru 65 right SR 316 @ DROWNING CREEK RD. right thru left left thru right 550 25 575 250 INTERSECTION SR 316 @ Drowning Creek Rd 2944 2960 105 2665 295 1095 710 615 95 right Thru left 195 left thru 100 right SR 316 @ PATRICK MILL RD. right thru left left thru right 900 190 1090 715 INTERSECTION SR 316 @ Patrick Mill Rd 2950 2975 285 2600 375 1730 1480 2385 250 right Thru left 305 left thru 70 right SR 316 @ SR 81 right thru left left thru right 2080 600 1550 2680 INTERSECTION SR 316 @ SR 81 3450 3480 850 Georgia Department of Transportation A-34 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-8 2032 Build AM Design Hourly Traffic (continued) 485 0 Mainline 3545 3575 1265 1250 50 1200 right Thru left left thru right SR 316 @ SR 11 right thru left left thru right 435 1285 1155 1590 110 195 85 3090 705 0 Mainline 3285 3258 1005 740 130 right 610 Thru left left right thru SR 316 @ HOG thru right MOUNTAIN left left thru right 575 555 1130 760 450 600 150 2553 HOV-SOV SOV-HOV 10 69 495 0 Direct Merge Access Mainline 3153 3165 475 770 445 right 325 Thru left left thru right SR 316 @ BETHLEHEM RD. right thru left left thru right 50 405 455 345 3450 3480 3340 140 1285 1590 925 360 right Thru left 85 left thru 55 right SR 316 @ SR 11 right thru left left thru right 1505 375 1880 980 INTERSECTION SR 316 @ SR 11 4075 4020 735 3690 330 1130 760 440 320 right Thru left 125 left right thru SR 316 @ HOG thru 205 right MOUNTAIN left left thru right 1005 115 1120 645 INTERSECTION SR 316 @ Hog Mnt Rd 4129 4115 Direct Merge Access 435 SOV-HOV HOV-SOV 6 10 3880 235 455 345 160 185 right Thru left 195 left SR 316 @ right thru BETHLEHEM thru 40 right RD. left left thru right 260 115 375 200 INTERSECTION SR 316 @ SR 211 70 90 20 2670 Mainline 2760 2755 4180 4180 300 660 0 Mainline 2760 2755 565 230 right left thru right left 430 340 325 335 Thru left SR 316 @ Bogart Pkwy. right thru left thru right 70 500 255 260 5 2095 470 0 Mainline 2355 2355 1975 1355 260 1095 right Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 210 1920 2130 1850 55 810 755 1885 195 0 Mainline 2695 2685 925 480 130 350 right Thru left left thru right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 65 670 735 440 255 345 90 2490 Mainline 2835 2870 4180 4180 3785 395 500 340 95 245 right Thru left 60 left SR 316 @ right thru Bogart thru 335 right Pkwy. left left thru right 440 115 555 430 INTERSECTION SR 316 @ Bogart Pkwy 4145 4150 360 3410 740 2130 1850 1760 90 right 3 left 530 left thru 210 right SR 316 EB @ SR 10 right thru left left thru right 1600 1020 1970 2620 INTERSECTION SR 316 @ US 78 4520 4515 1110 4175 340 735 440 270 170 right Thru left 270 left SR 316 @ right thru JIMMIE DANIEL thru 70 right RD. left left thru right 465 95 560 340 INTERSECTION SR 316 @ Jimmie Daniels Rd 4440 4440 265 Georgia Department of Transportation A-35 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-8 2032 Build AM Design Hourly Traffic (continued) 485 0 Mainline 2835 2870 365 365 145 220 right Thru left left SR 316 @ right 135 thru OCONEE thru right CONN left 400 left thru right 340 230 570 620 4440 4440 2168 1763 EB CD RD 510 570 620 555 65 right Thru left 70 left thru 440 right SR 316 @ OCONEE CONN right thru left left thru right 500 565 1065 995 INTERSECTION SR 316 @ Oconee Conn 535 WB CD RD 870 1515 Direct Merge Access, End HOV 630 1405 2080 2673 250 2923 SR 10 SB SR 10 NB 2525 2255 SB-WB Ramp 870 WB-SB Loop Ramp 570 535 1105 right Thru left left SR 10LP EB 2923 thru Exit Ramp @ right SR 316 left thru right right thru left 1105 2080 3185 3185 2923 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) 2143 EB-SB Ramp 4368 2800 SR 10 SB SR 10 NB 2923 right Thru left left SR 316 @ right 1873 thru SR 10LP WB thru 1050 right Ramp left left thru right 1385 385 1770 1225 1800 175 1975 2258 515 1225 665 1060 70 890 100 2840 340 2500 0 780 20 560 200 right Thru left right Thru left right Thru left 1420 30 left right 95 1445 1435 120 left 615 thru SR 316 HOV @ Herrington RD. thru 1225 280 thru 780 135 right left 125 740 740 340 right SR 316 HOV @ Lawrenceville Suwanee RD. right 0 775 775 10 left right 365 1410 1410 thru 775 250 thru SR 316 HOV @ Walthers Blvd thru 720 left 0 280 280 20 right left 325 530 left thru right left thru right left thru right 125 390 25 320 1105 0 35 290 80 540 1425 405 1150 2840 905 Georgia Department of Transportation A-36 HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-8 2032 Build AM Design Hourly Traffic (continued) 695 1170 0 735 435 right Thru left left HI HOPE @ right 325 1230 thru HURRICANE thru 0 0 right SHOALS left 905 760 left thru right 0 1640 370 325 695 Direct Merge Access ADT's WB HOV-SOV SOV-HOV 111 210 D= 0.70 EB SOV-HOV HOV-SOV 739 500 D= 0.30 K= 0.16 Final Report April 2009 845 645 Direct Merge Access 900 565 1645 1390 HOV-SOV SOV-HOV 1815 1365 185 1085 375 85 1305 0 12 24 225 1495 95 95 1225 45 right Thru left right Thru left right Thru left right Thru left 1410 530 525 90 left 410 thru 25 right SR 316 HOV @ HI-Hope Rd right thru left 255 1195 105 1555 1555 810 815 60 left 640 thru 115 right SR 316 HOV @ Harbins Rd right thru left 0 1365 0 1365 1366 651 630 100 left 475 thru 55 right SR 316 HOV @ Kilcrease Rd right thru left 195 1105 135 1435 1430 625 630 35 left 485 thru 110 right SR 316 HOV @ Carl Bethlehem Rd right thru left 45 1195 10 1250 1250 535 left thru right left thru right left thru right left thru right 30 500 25 105 585 0 35 24 25 605 55 140 485 5 555 690 SOV-HOV HOV-SOV 685 630 1215 1420 Direct Merge Access 1685 1345 Direct Merge Access ADT's WB HOV-SOV SOV-HOV 88 612 D= 0.70 EB SOV-HOV HOV-SOV 118 201 D= 0.30 K= 0.16 315 435 Direct Merge Access 425 670 700 HOV-SOV SOV-HOV 600 130 535 5 140 435 125 10 69 125 390 85 right Thru left right Thru left right Thru left 1250 35 left SR 316 HOV @ right 10 1115 1110 60 left SR 316 HOV @ right 155 1150 1139 65 left SR 316 HOV @ right 145 1145 1145 415 thru Harry McCarty thru 1030 370 thru Harrison Mill thru 965 425 thru Barber Creek thru 940 535 530 80 right Rd left 75 450 445 15 right Rd left 30 515 515 25 right Rd left 60 525 left thru right left thru right left thru right 90 270 30 5 220 20 6 10 15 215 15 390 245 SOV-HOV HOV-SOV 245 690 480 Direct Merge Access 475 Georgia Department of Transportation A-37 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-8 2032 Build AM Design Hourly Traffic (continued) 345 235 865 820 200 570 50 355 20 290 45 1245 305 925 15 Direct Merge With Mainline right Thru left right Thru left right Thru left 1145 25 left right 15 865 860 0 left right 45 845 850 30 left right 20 565 565 380 thru SR 316 HOV @ Dials Mill Rd thru 850 390 thru SR 316 HOV @ Mars Hill Rd thru 790 395 thru SR 316 HOV @ Virgil Langford thru 485 525 520 115 right left 0 430 435 45 right left 10 440 435 10 right left 60 505 left thru right left thru right left thru right 95 305 0 50 190 5 60 815 95 400 245 970 Direct Merge With Mainline 685 345 995 Georgia Department of Transportation A-38 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-9 2032 Build PM Design Hourly Traffic 645 Mainline 3025 3025 3245 160 right left thru right left 485 3320 1795 3085 Thru left SR316WB @ SUGARLOAF right thru left thru right 1580 2065 215 450 235 2380 355 0 Mainline 2830 2835 1760 135 right left thru right left 220 1815 1390 1625 Thru left SR316WB @ right RIVERSIDE thru PKWY. left thru right 1320 1540 70 260 190 2480 4745 4745 4095 Corsim Entry Link Volume 650 2065 3320 2850 470 right Thru left 220 left thru 430 right SR 316 EB @ SUGARLOAF right thru left left thru right 1845 975 3280 2820 INTERSECTION SR 316 @ SUGARLOAF PKWY. 5540 5560 1445 4430 1130 1540 1815 970 845 right Thru left 610 left SR316EB @ right thru RIVERSIDE thru 520 right PKWY left left thru right 930 75 1490 1005 INTERSECTION SR 316 @ RIVERSIDE PKWY. 205 110 1040 0 825 0 30 450 345 right Thru left right Thru left 15 left Collins Hill Rd right 23 183 183 left Collins Hill Rd right thru @ Collins Hill thru thru @ Collins Hill thru 95 right Ind Way left 160 760 760 760 right Ind Way left left thru right left thru right 175 1003 415 183 1593 183 705 760 0 0 0 410 0 Mainline 2740 2755 2000 60 right left thru right left 350 2275 3085 1940 Thru left SR 316 WB @ DULUTH HWY. right thru left thru right 2900 3250 5350 5373 920 4133 1240 3250 2275 2055 220 right Thru left 215 left thru 1025 right SR 316 EB @ DULUTH HWY. right thru left left thru right 3035 198 3080 3233 INTERSECTION SR 316 @ DULUTH HWY. 0 0 right Thru left left SR 20 @ right thru REYNOLDS thru 0 right RD left left right 0 0 0 0 185 520 335 2345 Mainline 2865 2900 4550 4583 418 1815 CD RD 1815 Mainline 2865 2900 4550 4583 2403 2180 1593 705 460 245 right Thru left 580 left 1280 thru 320 right SR 316 EB @ Collins Hill Rd left thru right 1013 120 1133 780 INTERSECTION SR 316 @ Collins Hill Rd 1085 CD RD 1645 Georgia Department of Transportation Mainline 1085 1085 2403 2403 A-39 CD RD CD RD 1238 2230 820 1410 2845 right Thru left SR 316 WB @ right SR 20 Buford thru Dr left left thru right 235 1625 2788 3023 58 455 183 215 1085 2403 3023 1625 1465 160 right Thru left 1020 left SR 316 EB @ 365 thru SR 20 Buford 1645 1645 260 right Dr 753 left thru right 2003 228 2230 1725 INTERSECTION SR 316 @ BUFORD DR. 1540 3155 1505 3205 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-9 2032 Build PM Design Hourly Traffic (continued) HOV-SOV SOV-HOV 5 10 205 0 Mainline 1540 1505 1985 115 right left thru right left 90 1895 565 1870 Thru left SR 316 @ CEDARS RD. right thru left thru right 505 595 60 85 25 1300 Mainline 1385 1415 3155 3205 2775 430 1895 595 360 1535 right Thru left 330 left thru 100 right SR 316 @ CEDARS RD. right thru left left thru right 265 80 345 460 INTERSECTION SR 316 @ CEDARS RD 4390 4445 1615 HOV-SOV SOV-HOV 5 10 360 0 2390 710 225 485 right Thru left left thru right SR 316 @ SR 8 right thru left left thru right 135 2010 2145 840 380 735 355 1055 3165 1280 2145 840 635 205 right Thru left 1135 left thru 145 right SR 316 @ SR 8 right thru left left thru right 1010 255 1265 780 INTERSECTION SR 316 @ SR 8 Winder Hwy 300 0 Mainline 1790 1809 1310 20 right left thru right left 280 1290 Thru left SR 316 @ Sugaloaf Extention thru right 960 1770 1925 right thru left 1240 965 1445 480 1509 Direct Merge Access Direct Merge Access Mainline 2954 2969 3625 3599 460 3109 490 1770 1240 995 775 right Thru left 155 left thru 335 right SR 316 @ Sugaloaf Extention right thru left left thru right 1085 720 1330 1805 INTERSECTION SR 316 @ Sugarloaf Pkwy Ext. Clover Leaf Interchange 4577 4559 Direct Merge Access 1495 SOV-HOV HOV-SOV 83 56 130 Direct Merge Access 0 Direct Merge Access Mainline 2954 2969 355 65 right left thru right left 65 315 290 290 Thru left SR 316 @ DROWNING CREEK RD. right thru left thru right 210 275 80 105 25 2839 295 0 Mainline 2944 2960 850 195 right left thru right left 100 845 715 655 Thru left SR 316 @ PATRICK MILL RD. right thru left thru right 620 720 95 285 190 2665 375 0 Mainline 2950 2975 1990 2155 305 1850 right Thru left left thru right SR 316 @ SR 81 right thru left left thru right 70 1740 1810 2450 250 850 600 2600 Mainline 3450 3480 4577 4559 Direct Merge Access SOV-HOV HOV-SOV 83 56 4064 495 275 315 185 130 right Thru left 105 left SR 316 @ right thru DROWNING thru 390 right CREEK RD. left left thru right 170 80 250 575 INTERSECTION SR 316 @ Drowning Creek Rd 4274 4324 210 3819 505 720 845 755 90 right Thru left 170 left SR 316 @ right thru PATRICK thru 335 right MILL RD. left left thru right 550 165 715 1090 INTERSECTION SR 316 @ Patrick Mill Rd 4074 4035 255 3175 860 1810 2450 2340 110 right Thru left 520 left thru 340 right SR 316 @ SR 81 right thru left left thru right 1290 260 1550 2680 INTERSECTION SR 316 @ SR 81 3545 3575 370 Georgia Department of Transportation A-40 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-9 2032 Build PM Design Hourly Traffic (continued) 140 0 Mainline 3450 3480 1250 1265 85 1180 right Thru left left thru right SR 316 @ SR 11 right thru left left thru right 55 1555 890 945 360 735 375 3340 330 0 Mainline 4075 4024 740 1005 125 right 880 Thru left left right thru SR 316 @ HOG thru right MOUNTAIN left left thru right 205 420 625 995 320 435 115 3694 HOV-SOV SOV-HOV 4 29 235 0 Direct Merge Access Mainline 4129 4115 770 475 195 right 280 Thru left left thru right SR 316 @ BETHLEHEM RD. right thru left left thru right 40 585 625 395 185 300 115 3880 3545 3575 3090 485 945 1555 1445 110 right Thru left 50 left thru 435 right SR 316 @ SR 11 right thru left left thru right 895 85 980 1880 INTERSECTION SR 316 @ SR 11 3285 3258 195 2553 705 625 995 545 450 right Thru left 130 left right thru SR 316 @ HOG thru 575 right MOUNTAIN left left thru right 495 150 645 1120 INTERSECTION SR 316 @ Hog Mnt Rd 3162 3165 Direct Merge Access 600 SOV-HOV HOV-SOV 13 23 2670 495 625 395 325 70 right Thru left 445 left thru 50 right SR 316 @ BETHLEHEM RD. right thru left left thru right 180 20 200 375 INTERSECTION SR 316 @ SR 211 Mainline 4180 4180 2760 2755 90 395 0 Mainline 4180 4180 325 60 right left thru right left 335 380 565 265 Thru left SR 316 @ Bogart Pkwy. right thru left thru right 320 655 245 360 115 3785 740 0 Mainline 4145 4150 1355 1975 530 right 1445 Thru left left thru right SR 316 WB @ SR 10 right thru left left thru right 210 1265 1475 2465 90 1020 1110 3410 340 0 Mainline 4520 4515 480 925 270 right 655 Thru left left thru right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 70 310 380 750 170 265 95 4175 Mainline 4440 4440 2760 2755 2095 660 655 380 125 255 right Thru left 230 left thru 430 right SR 316 @ Bogart Pkwy. right thru left left thru right 425 5 430 555 INTERSECTION SR 316 @ Bogart Pkwy 2355 2355 260 1885 470 2465 2410 1475 55 right 3 left 260 left thru 210 right SR 316 EB @ SR 10 right thru left left thru right 1215 755 2620 1970 INTERSECTION SR 316 @ US 78 2695 2685 810 2490 195 380 750 495 255 right Thru left 130 left thru 65 right SR 316 @ JIMMIE DANIEL RD. right thru left left thru right 250 90 340 560 INTERSECTION SR 316 @ Jimmie Daniels Rd 2835 2870 345 Georgia Department of Transportation A-41 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-9 2032 Build PM Design Hourly Traffic (continued) 510 0 Mainline 4440 4440 365 365 70 295 right Thru left left SR 316 @ right 65 thru OCONEE thru right CONN left 565 left thru right 440 300 740 860 2835 2870 1200 1185 EB CD RD 485 740 860 725 135 right Thru left 145 left thru 340 right SR 316 @ OCONEE CONN right thru left left thru right 595 400 995 1065 INTERSECTION SR 316 @ Oconee Conn 630 WB CD RD 1050 2880 Direct Merge Access, End HOV 535 1680 3385 1765 335 2100 SR 10 SB SR 10 NB 2080 2545 SB-WB Ramp 1050 WB-SB Loop Ramp 385 630 1015 right Thru left left SR 10LP EB 2100 thru Exit Ramp @ right SR 316 left thru right right thru left 1015 3385 4400 4400 2100 INTERSECTION SR 316 @ Paul Broun Pkwy (SR 10) 1385 EB-SB Ramp 2800 4368 SR 10 SB SR 10 NB 2100 right Thru left left SR 316 @ right 1230 thru SR 10LP WB thru 870 right Ramp left left thru right 2143 570 2713 890 2258 20 2278 1800 1060 2840 780 515 30 390 95 1225 120 1105 0 665 10 290 365 right Thru left right Thru left right Thru left 780 70 left right 100 740 740 340 left 1225 thru SR 316 HOV @ Herrington RD. thru 615 775 thru 1420 125 right left 25 1445 1435 320 right SR 316 HOV @ Lawrenceville Suwanee RD. right 0 280 280 20 left right 200 530 525 thru 280 720 thru SR 316 HOV @ Walthers Blvd thru 250 left 0 775 775 35 right left 80 1410 left thru right left thru right left thru right 135 890 125 340 2500 0 20 560 325 1150 2840 905 540 1425 405 Georgia Department of Transportation A-42 HNTB Corporation SR 316 Implementation Plan Appendix A Figure A-9 2032 Build PM Design Hourly Traffic (continued) 500 0 315 1000 185 right Thru left left HI HOPE @ right 140 530 thru HURRICANE thru 0 0 right SHOALS left 390 950 left thru right 0 860 765 1625 705 Direct Merge Access ADT's WB HOV-SOV SOV-HOV 111 210 D= 0.30 EB SOV-HOV HOV-SOV 739 500 D= 0.70 K= 0.16 Final Report April 2009 1645 845 90 500 255 1390 645 60 585 0 Direct Merge Access HOV-SOV SOV-HOV 5 10 1815 900 100 605 195 1365 565 35 485 45 right Thru left right Thru left right Thru left right Thru left 525 1410 1410 185 left 1195 thru 30 right SR 316 HOV @ HI-Hope Rd right thru left 375 410 25 810 815 85 left right 1365 thru SR 316 HOV @ Harbins Rd thru 1555 1555 105 right left 0 640 0 640 635 1392 1355 225 left 1105 thru 25 right SR 316 HOV @ Kilcrease Rd right thru left 95 475 55 625 630 95 left SR 316 HOV @ right 1195 thru Carl Bethlehem thru 1435 1430 140 right Rd left 45 485 5 535 530 1250 left thru right left thru right left thru right left thru right 25 1085 105 115 1305 0 83 56 55 1495 135 110 1225 10 1215 1420 SOV-HOV HOV-SOV 1685 1345 555 690 Direct Merge Access 685 630 670 700 Direct Merge Access 600 315 35 270 10 435 60 220 155 HOV-SOV SOV-HOV 4 29 425 65 215 145 right Thru left right Thru left right Thru left 530 130 left SR 316 HOV @ right 5 450 445 140 left SR 316 HOV @ right 125 515 540 125 left SR 316 HOV @ right 85 525 520 1030 thru Harry McCarty thru 415 965 thru Harrison Mill thru 370 940 thru Barber Creek thru 425 1250 1250 90 right Rd left 30 1115 1110 5 right Rd left 20 1150 1080 15 right Rd left 15 1145 left thru right left thru right left thru right 80 535 75 15 435 30 13 23 25 390 60 690 480 SOV-HOV HOV-SOV 475 390 245 Direct Merge Access 245 Georgia Department of Transportation A-43 HNTB Corporation SR 316 Implementation Plan Appendix A Final Report April 2009 Figure A-9 2032 Build PM Design Hourly Traffic (continued) 820 345 355 235 1245 865 Direct Merge With Mainline 25 305 15 0 190 45 30 815 20 right Thru left right Thru left right Thru left 520 200 left right 50 430 435 20 left right 45 440 435 305 left right 15 505 505 850 thru SR 316 HOV @ Dials Mill Rd thru 380 790 thru SR 316 HOV @ Mars Hill Rd thru 390 485 thru SR 316 HOV @ Virgil Langford thru 395 1145 1145 95 right left 0 865 860 50 right left 5 845 850 60 right left 95 565 left thru right left thru right left thru right 115 570 0 45 290 10 10 925 60 685 345 995 Direct Merge With Mainline 400 245 970 Georgia Department of Transportation A-44 HNTB Corporation SR 316 Implementation Plan Appendix B Final Report April 2009 APPENDIX B CORSIM MODEL CALIBRATION Georgia B-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix B Final Report April 2009 Table B-1 Corsim Model Calibration Eastbound SR 316 AM Peak Hour From To Beg. End node node Boggs Rd Herrington Rd Sugarloaf Pkwy Riverside Pkwy Law-Suwa Rd Duluth Hwy Walther Rd Collins Hill Rd Buford Dr Hurricane Shoals Rd/Hi Hope Rd Progress Ctr Ave Cedars Rd Hurricane Trail Fence Rd Winder Hwy/SR 8 Harbins Rd Oak Valley Rd Williams Farm Dr Drowning Creek Rd Fred Kilcrease Rd Patrick Mill Rd Carl Bethlehem Rd/SR 324 Charles S Floyd Rd/SR 81 Harry McCarty Rd Christmas Ave/SR 11 Harrison Mill Rd Ode Peppers Rd Jackson Trail Rd Hog Mountain Rd/SR 53 Wall Rd McCarty Rd Bethlehem Rd Barber Creek Rd Craft Rd Dials Mill Ext Dials Mill Rd McNutt Creek Rd Mars Hill Rd Monroe Hwy/SR 10 Julian Dr Jimmie Daniel Rd Virgil Langford Rd Oconee Connector Jennings Mill Rd SR 10 Loop SR 10 Loop 2 Herrington Rd Sugarloaf Pkwy Riverside Pkwy Law-Suwa Rd Duluth Hwy Walther Rd Collins Hill Rd Buford Dr Hurricane Shoals Rd/Hi Hope Rd Progress Ctr Ave Cedars Rd Hurricane Trail Fence Rd Winder Hwy/SR 8 Harbins Rd Oak Valley Rd Williams Farm Dr Drowning Creek Rd Fred Kilcrease Rd Patrick Mill Rd Carl Bethlehem Rd/SR 324 Charles S Floyd Rd/SR 81 Harry McCarty Rd Christmas Ave/SR 11 Harrison Mill Rd Ode Peppers Rd Jackson Trail Rd Hog Mountain Rd/SR 53 Wall Rd McCarty Rd Bethlehem Rd Barber Creek Rd Craft Rd Dials Mill Ext Dials Mill Rd McNutt Creek Rd Mars Hill Rd Monroe Hwy/SR 10 Julian Dr Jimmie Daniel Rd Virgil Langford Rd Oconee Connector Jennings Mill Rd SR 10 Loop SR 10 Loop 2 Jennings Mill Pkwy Model Average Travel Time (min) Travel Time - Field Run (min) 1100 1103 1106 1114 1117 1121 1123 132 136 141 150 162 168 171 174 186 192 195 201 210 224 240 246 253 260 272 277 282 294 304 313 317 327 333 338 341 354 360 368 390 399 404 411 414 415 420 1103 1106 1114 1117 1121 1123 132 136 141 150 162 168 171 174 186 192 195 201 210 224 240 246 253 260 272 277 282 294 304 313 317 327 333 338 341 354 360 368 390 399 404 411 414 415 420 424 Time Differential (min) Time Differential (percentage) Calculated AM Model Travel Time (Min) 0.910970886 0.948280769 0.977316929 0.727149033 0.495553625 0.467219722 1.3705723 3.015297847 1.347509951 0.552522029 0.910819417 1.079751268 0.639024508 0.943350866 2.770440534 0.878983326 0.741591875 0.779503105 2.133144491 1.492390744 1.940025257 1.42295611 1.460461819 1.332393182 1.16249517 0.745320915 0.905904672 1.268471595 1.46867978 1.063362263 0.672091627 1.109358533 0.572664884 0.859014025 0.312830551 1.429201098 0.740424608 1.039292697 0.842769134 1.270667598 0.858870082 0.828844465 0.33500726 0.608777522 0.537192301 0.349661595 48.31813197 40.81666667 7.501465303 18% Georgia B-2 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix B Final Report April 2009 Table B-2 Corsim Model Calibration Eastbound SR 316 PM Peak Hour From To Beg. End node node Boggs Rd Herrington Rd Sugarloaf Pkwy Riverside Pkwy Law-Suwa Rd Duluth Hwy Walther Rd Collins Hill Rd Buford Dr Hurricane Shoals Rd/Hi Hope Rd Progress Ctr Ave Cedars Rd Hurricane Trail Fence Rd Winder Hwy/SR 8 Harbins Rd Oak Valley Rd Williams Farm Dr Drowning Creek Rd Fred Kilcrease Rd Herrington Rd Sugarloaf Pkwy Riverside Pkwy Law-Suwa Rd Duluth Hwy Walther Rd Collins Hill Rd Buford Dr Hurricane Shoals Rd/Hi Hope Rd Progress Ctr Ave Cedars Rd Hurricane Trail Fence Rd Winder Hwy/SR 8 Harbins Rd Oak Valley Rd Williams Farm Dr Drowning Creek Rd Fred Kilcrease Rd Patrick Mill Rd Model Average Travel Time (min) Travel Time - Field Run (min) 1100 1103 1106 1114 1117 1121 1123 132 136 141 150 162 168 171 174 186 192 195 201 210 1103 1106 1114 1117 1121 1123 132 136 141 150 162 168 171 174 186 192 195 201 210 224 Time Differential (min) Time Differential (percentage) Calculated PM Model Travel Time (Min) 0.94546074 0.989260524 1.019605892 0.755683486 0.506173204 0.487489442 2.020593682 3.526678617 1.217435965 0.526821633 1.092574828 1.118336536 0.686210179 1.123084305 2.836823332 0.897452336 0.783155937 0.824570206 2.247926308 1.563629687 25.16896684 29.2 -4.031033161 -14% Georgia B-3 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix B Table B-3 Corsim Model Calibration Westbound SR 316 AM Peak Hour To From Beg. End node node Boggs Rd Herrington Rd 3104 3101 Herrington Rd Sugarloaf Pkwy 3107 3104 Sugarloaf Pkwy Riverside Pkwy 3114 3107 Riverside Pkwy Law-Suwa Rd 3117 3114 Law-Suwa Rd Duluth Hwy 3121 3117 Duluth Hwy Walther Rd 3123 3121 Walther Rd Collins Hill Rd 132 3123 Collins Hill Rd Buford Dr 136 132 Buford Dr Hurricane Shoals Rd/Hi Hope Rd 141 136 Hurricane Shoals Rd/Hi Hope Rd Progress Ctr Ave 150 141 Progress Ctr Ave Cedars Rd 162 150 Cedars Rd Hurricane Trail 168 162 Hurricane Trail Fence Rd 171 168 Fence Rd Winder Hwy/SR 8 174 171 Winder Hwy/SR 8 Harbins Rd 186 174 Harbins Rd Oak Valley Rd 192 186 Oak Valley Rd Williams Farm Dr 195 192 Williams Farm Dr Drowning Creek Rd 201 195 Drowning Creek Rd Fred Kilcrease Rd 210 201 Fred Kilcrease Rd Patrick Mill Rd 224 210 Patrick Mill Rd Carl Bethlehem Rd/SR 324 240 224 Carl Bethlehem Rd/SR 324 Charles S Floyd Rd/SR 81 246 240 Charles S Floyd Rd/SR 81 Harry McCarty Rd 253 246 Harry McCarty Rd Christmas Ave/SR 11 260 253 Christmas Ave/SR 11 Harrison Mill Rd 272 260 Harrison Mill Rd Ode Peppers Rd 277 272 Ode Peppers Rd Jackson Trail Rd 282 277 Jackson Trail Rd Hog Mountain Rd/SR 53 294 292 Hog Mountain Rd/SR 53 Wall Rd 304 294 Wall Rd McCarty Rd 313 304 McCarty Rd Bethlehem Rd 317 313 Bethlehem Rd Barber Creek Rd 327 317 Barber Creek Rd Craft Rd 333 327 Craft Rd Dials Mill Ext 338 333 Dials Mill Ext Dials Mill Rd 341 338 Dials Mill Rd McNutt Creek Rd 354 341 McNutt Creek Rd Mars Hill Rd 360 354 Mars Hill Rd Monroe Hwy/SR 10 368 360 Monroe Hwy/SR 10 Julian Dr 390 368 Julian Dr Jimmie Daniel Rd 399 390 Jimmie Daniel Rd Virgil Langford Rd 404 399 Virgil Langford Rd Oconee Connector 411 404 Oconee Connector Jennings Mill Rd 414 411 Jennings Mill Rd SR 10 Loop 415 414 SR 10 Loop SR 10 Loop 2 420 415 SR 10 Loop 2 Jennings Mill Pkwy 424 420 Model Average Travel Time (min) Travel Time from Field Run (min) Time Differential (min) Time Differential (percentage) Final Report April 2009 Calculated AM Model Travel Time (Min) 0.83823844 0.820089455 1.609680387 0.747337324 0.501830501 0.479638694 1.065544131 1.31870577 2.881319054 0.808441331 1.013498064 1.280762892 0.733551746 0.383230833 3.449919618 1.442297642 0.773775508 0.822816223 2.119475304 1.67069302 1.95046709 1.146133351 1.710061089 1.15375236 1.416537347 0.711530208 0.851774285 1.12124849 1.526175218 1.042361354 0.552787365 1.142004433 0.545806808 0.847048275 0.304726591 1.365338825 0.700519606 1.005228539 0.798632393 1.193194034 0.905393506 0.441078146 0.736085665 0.519608862 0.557317758 0.444282383 49.44993992 53.1 -3.65006008 -7% Georgia B-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix B Table B-4 Corsim Model Calibration Westbound SR 316 PM Peak Hour To From Beg. End node node Patrick Mill Rd Carl Bethlehem Rd/SR 324 240 224 Carl Bethlehem Rd/SR 324 Charles S Floyd Rd/SR 81 246 240 Charles S Floyd Rd/SR 81 Harry McCarty Rd 253 246 Harry McCarty Rd Christmas Ave/SR 11 260 253 Christmas Ave/SR 11 Harrison Mill Rd 272 260 Harrison Mill Rd Ode Peppers Rd 277 272 Ode Peppers Rd Jackson Trail Rd 282 277 Jackson Trail Rd Hog Mountain Rd/SR 53 294 292 Hog Mountain Rd/SR 53 Wall Rd 304 294 Wall Rd McCarty Rd 313 304 McCarty Rd Bethlehem Rd 317 313 Bethlehem Rd Barber Creek Rd 327 317 Barber Creek Rd Craft Rd 333 327 Craft Rd Dials Mill Ext 338 333 Dials Mill Ext Dials Mill Rd 341 338 Dials Mill Rd McNutt Creek Rd 354 341 McNutt Creek Rd Mars Hill Rd 360 354 Mars Hill Rd Monroe Hwy/SR 10 368 360 Monroe Hwy/SR 10 Julian Dr 390 368 Julian Dr Jimmie Daniel Rd 399 390 Jimmie Daniel Rd Virgil Langford Rd 404 399 Virgil Langford Rd Oconee Connector 411 404 Oconee Connector Jennings Mill Rd 414 411 Jennings Mill Rd SR 10 Loop 415 414 SR 10 Loop SR 10 Loop 2 420 415 SR 10 Loop 2 Jennings Mill Pkwy 424 420 Travel Time from Model Travel Time from Field Run (min) Time Differential (min) Time Differential (percentage) Final Report April 2009 Calculated PM Model Travel Time (Min) 1.978533822 1.308395289 1.943188765 1.19197132 1.629215574 0.738933359 0.862580085 1.144807105 1.596828607 1.067207282 0.547804266 1.146372188 0.564840505 0.863196718 0.316724608 1.409342009 0.723264193 1.055267622 0.840579746 1.24703615 0.992254942 0.435448054 0.822437558 0.562259321 0.674346319 0.511587443 26.17442285 22.83333333 3.341089517 15% Georgia B-5 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 APPENDIX C CORSIM LEVEL OF SERVICE SUMMARY Georgia C-1 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-1 2015 E+C Freeway Segments AM Peak Hour Level of Service Table C-1 2015 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) Density Per Lane (Vehicle/ Mile/ Lane) LOS SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Collins Hill /SR 20 CD Rd EB Before Sugarloaf Off-Ramp After Sugarloaf Off-Ramp Before Sugarloaf On-Ramp After Sugarloaf On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp 2202 1791 1791 2238 2233 1996 2003 2229 2228 1906 1907 2385 2385 849 1542 60.8 17.0 C 62.7 14.3 C 62.6 14.3 C 61.5 12.1 C 61.2 12.2 C 61.8 16.1 C 62.1 16.1 C 61.8 12.0 C 61.5 12.1 C 62.3 15.3 C 61.8 15.4 C 56.6 19.8 C 55.3 17.3 C 63.7 6.7 C 47.3 10.9 C Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB After Collins Hill Off-Ramp Before Collins Hill On-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before HOV Direct Merge After HOV Direct Merge Before Sugarloaf Ext EB to SB Off-Ramp 746 1001 849 1380 1378 1468 1164 SR 316 EB After Sugarloaf Ext EB to SB Off-Ramp 993 SR 316 EB SR 316 EB Before Sugarloaf Ext NB to EB OnRamp After Sugarloaf Ext NB to EB On-Ramp 989 1243 SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB Before Herrington Rd Off-Ramp 683 After Herrington Rd Off-Ramp 481 Before Herrington Rd On-Ramp 483 After Herrington Rd On-Ramp 570 Before Lawrenceville Suwanee Rd Off- 572 Ramp After Lawrenceville Suwanee Rd Off- 168 Ramp Before Walther Blvd Off-Ramp 168 After Walther Blvd Off-Ramp 135 Georgia C-2 Department of Transportation 49.5 7.5 C 48.8 6.8 C 64.0 6.6 C 60.5 9.2 C 63.3 10.9 C 63.5 7.7 C 61.0 7.1 C 62.6 7.9 C 62.6 7.9 60.9 8.9 C 62.4 7.8 C 63.2 7.6 C 62.5 7.7 C 61.0 6.7 C 56.6 7.2 C 63.5 2.6 C 61.7 1.9 C 62.7 2.2 C HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-1 2015 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) Density Per Lane (Vehicle/ Mile/ Lane) LOS SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 WB Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Hi-Hope Rd Off-Ramp After Hi-Hope Rd Off-Ramp Before Sugarloaf Ext CD Rd Off-Ramp 135 287 287 89 2415 62.5 2.2 C 56.4 2.8 C 58.9 3.5 C 63.8 1.4 C 55.5 19.0 C SR 316 WB After Sugarloaf Ext CD Rd Off-Ramp 2053 61.4 16.7 C Sugarloaf Extension CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB SR 316 WB Before NB to WB On-Ramp After NB to WB On-Ramp Before WB to SB Off-Ramp After WB to SB Off-Ramp Before Sugarloaf Ext CD Rd On-Ramp 354 502 147 2059 47.8 7.4 C 46.6 5.4 C 48.6 3.0 C 61.1 16.8 C SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB After Sugarloaf Ext CD Rd On-Ramp 2208 Before HOV Diverge After HOV Diverge Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp Before Collins Hill On-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After the Duluth Hwy On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Hi-Hope Rd On Ramp After Hi-Hope Rd On Ramp Before Walther Blvd Off-Ramp 2248 2134 2125 1447 1655 1388 1942 1435 3382 3383 2896 2896 3960 3955 3397 3363 3346 4169 4118 3003 3008 3278 113 494 494 Georgia C-3 Department of Transportation 58.9 12.6 C 61.2 12.8 C 61.1 17.5 C 57.2 16.9 C 61.1 11.9 C 46.0 17.6 C 46.4 30.0 D 40.5 30.0 D 60.8 11.8 C 47.6 30.0 D 59.5 26.9 C 60.9 23.8 C 61.7 23.5 C 59.5 22.2 C 58.7 22.5 C 56.4 30.8 D 52.6 36.8 E 52.0 38.6 E 48.1 36.0 E 34.6 45.3 F 59.6 25.2 C 60.9 24.7 C 59.1 24.9 C 63.8 1.8 C 57.1 6.2 C 58.4 4.7 C HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-1 2015 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) Density Per Lane (Vehicle/ Mile/ Lane) LOS SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Lawrenceville Suwanee Rd OnRamp After Lawrenceville Suwanee Rd OnRamp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp After SR 316 WB to SB On-Ramp After SR 316 EB to SB On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp Before SR 316 On-Ramp After SR 316 On-Ramp 330 328 373 375 1207 1206 1079 1621 1082 1402 2620 2267 900 902 1767 62.2 5.3 C 61.5 5.4 C 60.6 4.4 C 60.6 6.2 C 54.4 15.9 C 58.2 14.8 C 59.2 18.2 C 29.0 41.3 E 59.2 9.2 C 60.6 9.8 C 57.1 18.6 C 13.5 74.4 F 49.5 9.1 C 59.6 7.6 C 59.3 12.1 C Georgia C-4 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-2 2015 E+C Freeway Segments PM Peak Hour Level of Service Table C-2 2015 E+C Freeway Segments PM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Location Before Sugarloaf Off-Ramp After Sugarloaf Off-Ramp Before Sugarloaf On-Ramp After Sugarloaf On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before HOV Direct Merge After HOV Direct Merge Before Sugarloaf Ext EB to SB Off-Ramp Vehicles Discharged (Vehicles) 4010 3457 3458 4700 4648 3756 3656 4278 4239 3188 3188 3751 3760 1809 1959 1342 1615 1441 1969 1781 1823 1918 Speed Ave (mph) 57.7 59.9 60.0 54.5 44.0 41.4 37.3 30.5 25.5 55.0 57.6 48.8 52.0 61.9 48.3 49.2 48.6 5.6 6.8 5.0 3.4 61.5 Density Per Lane (Vehicle/ Mile/ Lane) 32.5 28.8 28.8 29.1 36.7 49.3 59.6 59.4 68.4 29.0 27.7 36.0 29.0 14.6 13.5 13.6 11.1 132.5 122.2 181.3 182.5 11.6 LOS D D D D E F F F F D C E D C C C C F F F F C SR 316 EB After Sugarloaf Ext EB to SB Off-Ramp 1789 62.1 14.4 C SR 316 EB Before Sugarloaf Ext NB to EB On-Ramp 1791 61.5 14.6 SR 316 EB After Sugarloaf Ext NB to EB On-Ramp 2306 55.3 18.2 C SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 WB SR 316 WB Sugarloaf Ext CD Rd WB Before Herrington Rd Off-Ramp After Herrington Rd Off-Ramp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before Lawrenceville Suwanee Rd OffRamp After Lawrenceville Suwanee Rd OffRamp efore Walther Blvd Off-Ramp After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Hi-Hope Rd Off-Ramp After Hi-Hope Rd Off-Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Sugarloaf Ext CD Rd Off-Ramp Before NB to WB On-Ramp Georgia C-5 Department of Transportation 1359 1097 1097 1212 1215 380 379 337 336 490 493 137 1253 986 263 61.3 15.8 C 61.1 18.0 C 60.2 18.2 C 58.9 14.7 C 55.5 15.6 C 62.9 6.0 C 60.9 4.5 C 61.4 5.5 C 61.0 5.5 C 57.7 4.7 C 57.2 6.2 C 63.1 2.2 C 56.7 9.6 C 62.5 7.9 C 47.6 5.5 C HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-2 2015 E+C Freeway Segments PM Peak Hour Level of Service Facility Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB Location After NB to WB On-Ramp Before WB to SB Off-Ramp After WB to SB Off-Ramp Before Sugarloaf Ext CD Rd On-Ramp After Sugarloaf Ext CD Rd On-Ramp Before HOV Diverge After HOV Diverge Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp Before Collins Hill On-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After the Duluth Hwy On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Hi-Hope Rd On Ramp After Hi-Hope Rd On Ramp Before Walther Blvd Off-Ramp After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Lawrenceville Suwanee Rd OnRamp After Lawrenceville Suwanee Rd OnRamp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp After SR 316 WB to SB On-Ramp After SR 316 EB to SB On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp Before SR 316 On-Ramp After SR 316 On-Ramp Vehicles Discharged (Vehicles) 462 199 983 1183 1274 1210 1209 753 920 696 1393 748 2141 2146 1687 1688 1945 1944 1734 1732 1988 1986 1596 1600 1599 1780 64 230 229 107 107 147 147 526 523 428 1051 529 848 1858 2339 885 887 1349 Speed Ave (mph) 45.8 48.2 62.4 59.0 61.8 61.7 57.8 62.0 46.9 47.7 43.2 62.5 55.6 60.1 62.4 63.1 62.1 62.0 62.7 62.4 61.9 61.3 62.7 62.6 62.5 61.4 64.2 58.7 58.1 64.0 63.7 61.7 63.1 57.0 59.4 60.9 3.8 54.9 58.7 57.6 10.6 50.1 60.7 60.4 Density Per Lane (Vehicle/ Mile/ Lane) 5.0 4.1 7.9 6.8 7.2 9.8 9.5 6.1 9.6 14.6 20.1 6.0 16.3 16.9 13.5 13.4 10.4 10.5 13.8 13.9 10.7 10.8 12.7 12.8 12.8 13.0 1.0 2.8 2.2 1.7 1.7 1.7 2.3 6.6 6.3 7.1 135.6 4.8 6.1 13.1 96.0 8.8 7.3 9.0 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C F C C C Georgia C-6 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-3 2032 E+C Freeway Segments AM Peak Hour Level of Service Table C-3 2032 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 EB Before Sugarloaf Off-Ramp 3042 58.9 SR 316 EB After Sugarloaf Off-Ramp 2397 61.5 SR 316 EB Before Sugarloaf On-Ramp 2391 61.6 SR 316 EB After Sugarloaf On-Ramp 2858 61.0 SR 316 EB Before Riverside Dr. Off-Ramp 2861 60.0 SR 316 EB After Riverside Dr. Off-Ramp 2502 60.5 SR 316 EB Before Riverside Dr. On-Ramp 2504 61.4 SR 316 EB After Riverside Dr. On-Ramp 2741 61.3 SR 316 EB Before Duluth Hwy Off-Ramp 2736 61.1 SR 316 EB After Duluth Hwy Off-Ramp 2378 61.7 SR 316 EB Before Duluth Hwy On-Ramp 2376 60.9 SR 316 EB After Duluth On-Ramp 2871 55.1 SR 316 EB Before Collins Hill / SR 20 CD Rd Off- 2870 58.4 Ramp SR 316 EB After Collins Hill / SR 20 CD Rd Off- 1251 63.3 Ramp Collins Hill /SR 20 CD Rd EB Before Collins Hill Off-Ramp 1615 60.9 Collins Hill /SR 20 CD Rd EB After Collins Hill Off-Ramp 913 63.9 Collins Hill /SR 20 CD Rd EB After Collins Hill On-Ramp 1259 57.3 SR 316 EB SR 316 EB SR 316 EB Before Collins Hill / SR 20 CD Rd On- 1253 63.3 Ramp After Collins Hill / SR 20 CD Rd On- 2059 60.5 Ramp Before HOV Direct Merge 2064 62.4 SR 316 EB After HOV Direct Merge 2281 62.5 SR 316 EB Before Cedar Rd Off-Ramp 2283 61.1 SR 316 EB After Cedar Rd Off-Ramp 432 43.8 SR 316 EB Before Cedar Rd On-Ramp 1848 62.5 SR 316 EB After Cedar Rd On-Ramp 1937 62.0 SR 316 EB Before Winder Hwy Off-Ramp 1938 61.3 SR 316 EB After Winder Hwy Off-Ramp 1583 62.9 SR 316 EB Before Winder Hwy On-Ramp 1585 62.7 SR 316 EB After Winder Hwy On-Ramp 2228 59.6 SR 316 EB Before Sugarloaf Ext CD Rd Off-Ramp 2222 56.3 SR 316 EB After Sugarloaf Ext CD Rd Off-Ramp 1834 62.1 Sugarloaf Ext CD Rd EB Before EB to SB Off-Ramp 387 49.2 Sugarloaf Ext CD Rd EB After EB to SB Off-Ramp 63 49.9 Sugarloaf Ext CD Rd EB Before SB to EB On-Ramp 63 49.7 Sugarloaf Ext CD Rd EB After SB to EB On-Ramp 653 42.8 Sugarloaf Ext CD Rd EB Before EB to NB Off-Ramp Sugarloaf Ext CD Rd EB After EB to NB Off-Ramp 590 46.6 Density Per Lane (Vehicle/ Mile/ Lane) 24.2 19.5 19.5 15.6 13.8 13.8 13.6 11.2 11.2 12.8 13.0 16.6 14.1 6.6 8.8 7.1 7.3 6.6 9.8 11.0 9.1 9.4 9.9 14.8 11.4 12.9 12.6 12.6 13.6 15.3 14.8 3.9 1.3 1.3 7.6 0.0 12.7 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia C-7 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-3 2032 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) Sugarloaf Ext CD Rd EB After NB to EB On-Ramp 1003 35.0 SR 316 EB Before Sugarloaf Ext CD Rd On-Ramp 1831 62.3 SR 316 EB After Sugarloaf Ext CD Rd On-Ramp 2831 57.3 SR 316 EB Before Drowning Creek Rd Off-Ramp 2830 60.5 SR 316 EB After Drowning Creek Rd Off-Ramp 2735 61.0 SR 316 EB Before Drowning Creek Rd On-Ramp 2734 60.7 SR 316 EB After Drowning Creek Rd On-Ramp 2835 60.2 SR 316 EB Before Patrick Mill Rd Off-Ramp 2840 59.5 SR 316 EB After Patrick Mill Rd Off-Ramp 2567 61.1 SR 316 EB Before Patrick Mill Rd On-Ramp 2560 60.8 SR 316 EB After Patrick Mill Rd On-Ramp 2833 59.2 SR 316 EB Before Loganville Hwy SR 81 Off-Ramp 2832 59.9 SR 316 EB After Loganville Hwy SR 81 Off-Ramp 2628 60.9 SR 316 EB Before Loganville Hwy SR 81 On-Ramp 2621 60.6 SR 316 EB After Loganville Hwy SR 81 On-Ramp 3312 55.4 SR 316 EB Before Christmas Ave SR 11 Off-Ramp 3290 59.4 SR 316 EB After Christmas Ave SR 11 Off-Ramp 3077 60.6 SR 316 EB Before Christmas Ave SR 11 On-Ramp 3074 60.2 SR 316 EB After Christmas Ave SR 11 On-Ramp 3713 54.1 SR 316 EB SR 316 EB Before Hog Mountain Rd SR 53 Off- 3669 58.6 Ramp After Hog Mountain Rd SR 53 Off-Ramp 3388 60.0 SR 316 EB SR 316 EB Before Hog Mountain Rd SR 53 On- 3381 59.9 Ramp After Hog Mountain Rd SR 53 On-Ramp 3889 54.9 SR 316 EB Before Bethlehem Rd SR324 Off-Ramp 3851 58.2 SR 316 EB After Bethlehem Rd SR324 Off-Ramp 3539 59.7 SR 316 EB After Bethlehem Rd SR324 On-Ramp 3981 54.9 SR 316 EB Before Bogart Pkwy Off-Ramp 3903 57.5 SR 316 EB After Bogart Pkwy Off-Ramp 3525 60.0 SR 316 EB Before Bogart Pkwy On-Ramp 3507 59.8 SR 316 EB After Bogart Pkwy On-Ramp 3867 56.4 SR 316 EB Before Monroe Hwy SR 10 Off-Ramp 3835 56.2 SR 316 EB After Monroe Hwy SR 10 Off-Ramp 3173 60.7 SR 316 EB Before Monroe Hwy SR 10 On-Ramp 3157 58.6 SR 316 EB After Monroe Hwy SR 10 On-Ramp 4109 45.8 SR 316 EB Before Jimmie Daniels Rd Off-Ramp 4086 59.0 SR 316 EB After Jimmie Daniels Rd Off-Ramp 3795 60.2 SR 316 EB Before Jimmie Daniels Rd On-Ramp 3783 59.7 SR 316 EB After Jimmie Daniels Rd On-Ramp 4111 60.0 SR 316 EB Before Oconee Conn Off-Ramp 4099 48.0 SR 316 EB After Oconee Conn Off-Ramp 2113 62.3 Oconee Conn CD Rd EB Before Oconee Conn On-Ramp 1520 46.3 Oconee Conn CD Rd EB After Oconee Conn On-Ramp 2147 47.8 Oconee Conn CD Rd EB Before SR 10 Loop EB-SB Off-Ramp 2140 43.9 Oconee Conn CD Rd EB After SR 10 Loop EB-SB Off-Ramp 253 44.4 Density Per Lane (Vehicle/ Mile/ Lane) 16.0 14.7 21.8 19.0 22.4 22.5 17.1 19.5 21.0 21.1 17.4 19.6 21.6 21.6 24.7 20.1 25.4 25.5 29.7 26.9 28.2 28.3 27.6 27.3 29.7 26.5 27.7 29.4 29.4 25.0 30.1 26.1 27.0 40.9 23.8 31.5 31.7 22.9 28.5 17.0 32.9 22.5 24.4 5.7 LOS C C C C C C C C C C C C C C C C C C D C D D C C D C C D D C D C C E C D D C D C D C C C Georgia C-8 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-3 2032 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 EB Before Oconee Conn CD RD On-Ramp 2101 61.2 SR 316 EB After Oconee Conn CD RD On-Ramp 2353 55.8 SR 316 HOV EB Before Herrington Rd Off-Ramp 775 62.6 SR 316 HOV EB After Herrington Rd Off-Ramp 604 62.8 SR 316 HOV EB Before Herrington Rd On-Ramp 604 62.0 SR 316 HOV EB After Herrington Rd On-Ramp 715 60.4 SR 316 HOV EB SR 316 HOV EB Before Lawrenceville Suwanee Rd Off- 714 56.6 Ramp After Lawrenceville Suwanee Rd Off-Rp 238 63.1 SR 316 HOV EB Before Walther Blvd Off-Ramp 237 61.3 SR 316 HOV EB After Walther Blvd Off-Ramp 37 44.5 SR 316 HOV EB Before Walther Blvd On-Ramp 201 61.8 SR 316 HOV EB After Walther Blvd On-Ramp 376 56.7 SR 316 HOV EB Before Hi-Hope Rd Off-Ramp 373 59.4 SR 316 HOV EB After Hi-Hope Rd Off-Ramp 207 62.6 SR 316 WB Before Oconee Conn CD Rd Off-Ramp 2979 43.5 SR 316 WB After Oconee Conn CD Rd Off-Ramp 1881 47.4 Oconee Conn CD Rd WB Before SR 10 Loop WB to SB Off-Ramp 1098 43.0 Oconee Conn CD Rd WB After SR 10 Loop WB to SB Off-Ramp 542 44.1 Oconee Conn CD Rd WB After SR 10 Loop SB to EB On-Ramp 1387 45.5 Oconee Conn CD Rd WB Before Oconee Conn Off-Ramp 1387 47.1 Oconee Conn CD Rd WB After Oconee Conn Off-Ramp 844 47.7 Oconee Conn CD Rd WB Before Oconee Conn On-Ramp 843 44.6 Oconee Conn CD Rd WB After Oconee Conn On-Ramp 1325 33.1 SR 316 WB Before Oconee Conn CD RD On-Ramp 1882 62.1 SR 316 WB After Oconee Conn CD RD On-Ramp 3203 56.7 SR 316 WB Before Jimmie Daniels Rd Off-Ramp 3200 59.6 SR 316 WB After Jimmie Daniels Rd Off-Ramp 2898 61.1 SR 316 WB Before Jimmie Daniels Rd On-Ramp 2903 61.1 SR 316 WB After Jimmie Daniels Rd On-Ramp 3111 60.2 SR 316 WB Before Monroe Hwy SR 10 Off-Ramp 3111 58.4 SR 316 WB After Monroe Hwy SR 10 Off-Ramp 2397 61.7 SR 316 WB Before Monroe Hwy SR 10 On-Ramp 2398 61.5 SR 316 WB After Monroe Hwy SR 10 On-Ramp 2830 58.6 SR 316 WB Before Bogart Pkwy Off-Ramp 2837 60.2 SR 316 WB After Bogart Pkwy Off-Ramp 2575 61.3 SR 316 WB Before Bogart Pkwy On-Ramp 2576 61.1 SR 316 WB After Bogart Pkwy On-Ramp 3235 57.9 SR 316 WB Before Bethlehem Rd SR324 Off-Ramp 3240 59.4 SR 316 WB After Bethlehem Rd SR324 Off-Ramp 3050 60.2 SR 316 WB After Bethlehem Rd SR324 On-Ramp 3514 57.1 SR 316 WB SR 316 WB Before Hog Mountain Rd SR 53 Off- 3517 57.8 Ramp After Hog Mountain Rd SR 53 Off-Ramp 3031 60.7 SR 316 WB SR 316 WB Before Hog Mountain Rd SR 53 On- 3026 60.4 Ramp After Hog Mountain Rd SR 53 On-Ramp 3749 54.8 Density Per Lane (Vehicle/ Mile/ Lane) 17.2 14.1 8.8 9.6 9.7 8.5 9.0 3.8 2.8 0.8 3.3 3.6 4.5 3.3 23.0 19.8 12.8 12.3 15.2 14.7 17.7 18.9 24.4 15.1 18.8 17.9 23.7 23.8 17.2 24.2 19.4 19.5 21.3 19.2 21.0 21.1 20.3 22.2 25.4 22.8 25.3 25.0 25.1 30.3 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C D Georgia C-9 Department of Transportation HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-3 2032 E+C Freeway Segments AM Peak Hour Level of Service Facility SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB SR 316 WB Location Before Christmas Ave SR 11 Off-Ramp After Christmas Ave SR 11 Off-Ramp Before Christmas Ave SR 11 On-Ramp After Christmas Ave SR 11 On-Ramp Before Loganville Hwy SR 81 Off-Ramp After Loganville Hwy SR 81 Off-Ramp Before Loganville Hwy SR 81 On-Ramp After Loganville Hwy SR 81 On-Ramp Before Patrick Mill Rd Off-Ramp After Patrick Mill Rd Off-Ramp Before Patrick Mill Rd On-Ramp After Patrick Mill Rd On-Ramp Before Drowning Creek Rd Off-Ramp After Drowning Creek Rd Off-Ramp Before Drowning Creek Rd On-Ramp After Drowning Creek Rd On-Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Sugarloaf Ext CD Rd Off-Ramp Before WB to NB Off-Ramp After WB to NB Off-Ramp After NB to WB On-Ramp Before WB to SB Off-Ramp After WB to SB Off-Ramp Before SB to WB On-Ramp After SB to WB On-Ramp Before Sugarloaf Ext CD Rd On-Ramp After Sugarloaf Ext CD Rd On-Ramp Before Winder Hwy Off-Ramp After Winder Hwy Off-Ramp Before Winder Hwy On-Ramp After Winder Hwy On-Ramp Before Cedar Rd Off-Ramp After Cedar Rd Off-Ramp Before Cedar Rd On-Ramp After Cedar Rd On-Ramp Before HOV Diverge After HOV Diverge Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp Before Collins Hill On-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp Vehicles Discharged (Vehicles) 3762 3508 3505 4104 4086 3740 3728 4544 4497 4069 4056 4411 4327 4223 4197 4417 4351 3288 1055 509 934 934 436 436 634 3266 3900 3887 3296 3286 4162 4136 3290 3280 4082 4081 3253 3240 2274 1454 1126 1932 2261 Speed Ave (mph) 58.3 59.9 59.3 44.4 58.6 59.9 58.8 46.2 57.7 59.7 59.5 56.1 57.8 58.6 58.5 56.0 50.7 60.7 48.9 48.8 39.7 39.7 47.3 46.8 39.2 59.8 49.3 57.3 61.4 60.7 55.0 57.1 61.2 61.0 59.3 59.9 59.9 58.7 62.0 59.8 61.4 52.4 58.8 Density Per Lane (Vehicle/ Mile/ Lane) 27.6 29.3 29.6 30.9 28.8 31.2 31.8 41.2 31.8 34.1 34.1 28.6 30.5 36.0 35.9 28.7 37.9 27.1 10.8 10.4 11.8 11.8 9.2 9.3 9.0 27.3 26.7 27.7 26.9 27.1 27.6 29.5 26.9 26.9 17.6 17.0 18.1 17.3 12.2 12.0 18.4 0.0 23.1 12.8 LOS C D D D D D D E D D D D D E E D E C C C C C C C C C C C C C D C C C C C C C C C C C Georgia Department of Transportation C-10 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-3 2032 E+C Freeway Segments AM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB After Collins Hill / SR 20 CD Rd On- 4179 40.8 Ramp Before Duluth Hwy Off-Ramp 4173 59.0 After Duluth Hwy Off-Ramp 3773 60.0 Before Duluth Hwy On-Ramp 3767 60.8 After the Duluth Hwy On-Ramp 4728 59.3 Before Riverside Dr. Off-Ramp 4721 57.9 After Riverside Dr. Off-Ramp 4060 59.1 Before Riverside Dr. On-Ramp 4046 59.4 After Riverside Dr. On-Ramp 5040 58.5 Before Duluth Hwy Off-Ramp 5008 55.3 After Duluth Hwy Off-Ramp 3699 60.2 Before Duluth Hwy On-Ramp 3691 59.8 After Duluth On-Ramp 3951 56.2 Before Hi-Hope Rd On Ramp 817 61.7 After Hi-Hope Rd On Ramp 1071 58.8 Before Walther Blvd Off-Ramp 1071 56.8 After Walther Blvd Off-Ramp 613 62.4 Before Walther Blvd On-Ramp 609 61.1 After Walther Blvd On-Ramp 661 60.2 Before Lawrenceville Suwanee Rd On- 663 59.9 Ramp After Lawrenceville Suwanee Rd On- 1368 53.4 Ramp Before Herrington Rd On-Ramp 1344 52.7 After Herrington Rd On-Ramp 1175 59.4 Before SR 316 Off-Ramp 2386 61.0 After SR 316 Off-Ramp 1544 63.2 After SR 316 WB to SB On-Ramp 2100 59.8 After SR 316 EB to SB On-Ramp 3982 52.5 Before SR 316 Off-Ramp 2761 57.9 After SR 316 Off-Ramp 1094 61.8 Before SR 316 On-Ramp 1094 63.6 After SR 316 On-Ramp 2045 60.4 Density Per Lane (Vehicle/ Mile/ Lane) 30.5 22.7 21.0 20.7 19.9 20.4 17.2 22.7 22.4 30.4 30.7 30.9 31.6 13.3 13.0 10.4 9.8 10.0 7.8 11.1 18.3 19.2 19.8 19.0 12.2 14.9 30.7 20.4 8.9 8.6 13.7 LOS D C C C C C C C C D D D D C C C C C C C C C C C C C D C C C C Georgia Department of Transportation C-11 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-4 2032 E+C Freeway Segments PM Peak Hour Level of Service Table C-4 2032 E+C Freeway Segments PM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 EB Before Sugarloaf Off-Ramp 4403 56.6 SR 316 EB After Sugarloaf Off-Ramp 3703 59.6 SR 316 EB Before Sugarloaf On-Ramp 3711 60.0 SR 316 EB After Sugarloaf On-Ramp 5052 58.7 SR 316 EB Before Riverside Dr. Off-Ramp 5055 52.7 SR 316 EB After Riverside Dr. Off-Ramp 3980 54.6 SR 316 EB Before Riverside Dr. On-Ramp 3979 59.5 SR 316 EB After Riverside Dr. On-Ramp 4535 59.4 SR 316 EB Before Duluth Hwy Off-Ramp 4536 58.8 SR 316 EB After Duluth Hwy Off-Ramp 3604 60.2 SR 316 EB Before Duluth Hwy On-Ramp 3598 59.0 SR 316 EB After Duluth On-Ramp 3986 50.9 SR 316 EB Before Collins Hill / SR 20 CD Rd Off- 3986 54.0 Ramp SR 316 EB After Collins Hill / SR 20 CD Rd Off- 2078 62.1 Ramp Collins Hill /SR 20 CD Rd EB Before Collins Hill Off-Ramp 1905 60.8 Collins Hill /SR 20 CD Rd EB After Collins Hill Off-Ramp 1070 63.8 Collins Hill /SR 20 CD Rd EB After Collins Hill On-Ramp 1415 57.2 SR 316 EB SR 316 EB SR 316 EB Before Collins Hill / SR 20 CD Rd On- 2084 62.1 Ramp After Collins Hill / SR 20 CD Rd On- 3079 58.1 Ramp Before HOV Direct Merge 3077 61.0 SR 316 EB After HOV Direct Merge 3891 60.9 SR 316 EB Before Cedar Rd Off-Ramp 3890 57.9 SR 316 EB After Cedar Rd Off-Ramp 726 43.3 SR 316 EB Before Cedar Rd On-Ramp 3168 60.6 SR 316 EB After Cedar Rd On-Ramp 4095 52.5 SR 316 EB Before Winder Hwy Off-Ramp 4091 57.7 SR 316 EB After Winder Hwy Off-Ramp 3211 61.3 SR 316 EB Before Winder Hwy On-Ramp 3208 60.6 SR 316 EB After Winder Hwy On-Ramp 3808 56.9 SR 316 EB Before Sugarloaf Ext CD Rd Off-Ramp 3809 58.9 SR 316 EB After Sugarloaf Ext CD Rd Off-Ramp 3184 61.0 Sugarloaf Ext CD Rd EB Before EB to SB Off-Ramp 623 49.1 Sugarloaf Ext CD Rd EB After EB to SB Off-Ramp 210 49.5 Sugarloaf Ext CD Rd EB Before SB to EB On-Ramp 210 49.2 Sugarloaf Ext CD Rd EB After SB to EB On-Ramp 791 42.2 Sugarloaf Ext CD Rd EB After EB to NB Off-Ramp 582 46.5 Sugarloaf Ext CD Rd EB After NB to EB On-Ramp 1097 34.1 SR 316 EB Before Sugarloaf Ext CD Rd On-Ramp 3185 60.0 SR 316 EB After Sugarloaf Ext CD Rd On-Ramp 4283 48.6 SR 316 EB Before Drowning Creek Rd Off-Ramp 4286 58.4 SR 316 EB After Drowning Creek Rd Off-Ramp 4052 59.4 Density Per Lane (Vehicle/ Mile/ Lane) 36.5 31.1 30.9 28.7 27.8 24.3 22.3 19.1 19.3 20.0 20.3 25.0 21.1 11.2 10.4 8.4 8.2 11.2 15.3 16.8 16.0 16.9 16.8 26.2 28.4 28.9 26.2 26.5 24.4 24.0 26.1 6.3 4.2 4.3 9.4 12.5 17.9 26.5 38.8 29.9 34.1 LOS E D D D C C C C C C C C C C C C C C C C C C C C D D C C C C C C C C C C C C E D D Georgia Department of Transportation C-12 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-4 2032 E+C Freeway Segments PM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 EB Before Drowning Creek Rd On-Ramp 4051 59.1 SR 316 EB After Drowning Creek Rd On-Ramp 4134 58.5 SR 316 EB Before Patrick Mill Rd Off-Ramp 4125 57.4 SR 316 EB After Patrick Mill Rd Off-Ramp 3797 59.3 SR 316 EB Before Patrick Mill Rd On-Ramp 3799 59.4 SR 316 EB After Patrick Mill Rd On-Ramp 4223 55.0 SR 316 EB Before Loganville Hwy SR 81 Off-Ramp 4202 56.2 SR 316 EB After Loganville Hwy SR 81 Off-Ramp 3414 60.8 SR 316 EB Before Loganville Hwy SR 81 On-Ramp 3414 60.4 SR 316 EB After Loganville Hwy SR 81 On-Ramp 3765 57.4 SR 316 EB Before Christmas Ave SR 11 Off-Ramp 3750 57.5 SR 316 EB After Christmas Ave SR 11 Off-Ramp 3149 60.9 SR 316 EB Before Christmas Ave SR 11 On-Ramp 3152 60.7 SR 316 EB After Christmas Ave SR 11 On-Ramp 3394 58.4 SR 316 EB SR 316 EB Before Hog Mountain Rd SR 53 Off- 3333 57.7 Ramp After Hog Mountain Rd SR 53 Off-Ramp 2617 61.5 SR 316 EB SR 316 EB Before Hog Mountain Rd SR 53 On- 2616 61.3 Ramp After Hog Mountain Rd SR 53 On-Ramp 3104 58.1 SR 316 EB Before Bethlehem Rd SR324 Off-Ramp 3066 58.6 SR 316 EB After Bethlehem Rd SR324 Off-Ramp 2586 61.2 SR 316 EB After Bethlehem Rd SR324 On-Ramp 2780 59.8 SR 316 EB Before Bogart Pkwy Off-Ramp 2693 58.4 SR 316 EB After Bogart Pkwy Off-Ramp 2100 62.0 SR 316 EB Before Bogart Pkwy On-Ramp 2094 61.8 SR 316 EB After Bogart Pkwy On-Ramp 2346 60.2 SR 316 EB Before Monroe Hwy SR 10 Off-Ramp 2323 59.5 SR 316 EB After Monroe Hwy SR 10 Off-Ramp 1929 62.2 SR 316 EB Before Monroe Hwy SR 10 On-Ramp 1921 61.4 SR 316 EB After Monroe Hwy SR 10 On-Ramp 2654 55.6 SR 316 EB Before Jimmie Daniels Rd Off-Ramp 2643 60.4 SR 316 EB After Jimmie Daniels Rd Off-Ramp 2402 61.6 SR 316 EB Before Jimmie Daniels Rd On-Ramp 2392 61.2 SR 316 EB After Jimmie Daniels Rd On-Ramp 2695 60.7 SR 316 EB Before Oconee Conn Off-Ramp 2692 54.5 SR 316 EB After Oconee Conn Off-Ramp 1302 63.4 Oconee Conn CD Rd EB Before Oconee Conn On-Ramp 963 46.8 Oconee Conn CD Rd EB After Oconee Conn On-Ramp 1492 48.0 Oconee Conn CD Rd EB Before SR 10 Loop EB-SB Off-Ramp 1490 46.7 Oconee Conn CD Rd EB After SR 10 Loop EB-SB Off-Ramp 324 43.8 SR 316 EB Before Oconee Conn CD RD On-Ramp 1295 62.8 SR 316 EB After Oconee Conn CD RD On-Ramp 1618 56.9 SR 316 HOV EB Before Herrington Rd Off-Ramp 1434 61.5 SR 316 HOV EB After Herrington Rd Off-Ramp 1256 60.8 SR 316 HOV EB Before Herrington Rd On-Ramp 1258 60.0 Density Per Lane (Vehicle/ Mile/ Lane) 34.3 25.7 29.3 31.9 32.0 28.0 31.1 28.1 28.3 27.2 23.7 25.9 26.0 25.2 24.9 21.3 21.4 20.8 21.6 21.2 17.0 18.8 16.9 17.0 14.2 17.2 15.5 15.7 21.8 15.1 19.5 19.6 14.8 16.5 10.3 20.6 15.5 15.9 7.4 10.3 9.5 16.7 20.7 21.0 LOS D C D D D C D D D C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-13 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-4 2032 E+C Freeway Segments PM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 HOV EB After Herrington Rd On-Ramp 1426 58.3 SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB Before Lawrenceville Suwanee Rd Off- 1431 56.1 Ramp After Lawrenceville Suwanee Rd Off- 693 62.2 Ramp Before Walther Blvd Off-Ramp 691 59.8 SR 316 HOV EB After Walther Blvd Off-Ramp 58 44.5 SR 316 HOV EB Before Walther Blvd On-Ramp 630 59.6 SR 316 HOV EB After Walther Blvd On-Ramp 1090 54.2 SR 316 HOV EB Before Hi-Hope Rd Off-Ramp 1091 58.3 SR 316 HOV EB After Hi-Hope Rd Off-Ramp 814 60.6 SR 316 WB Before Oconee Conn CD Rd Off-Ramp 3342 45.3 SR 316 WB After Oconee Conn CD Rd Off-Ramp 2545 47.5 Oconee Conn CD Rd WB Before SR 10 Loop WB to SB Off-Ramp 795 43.5 Oconee Conn CD Rd WB After SR 10 Loop WB to SB Off-Ramp 492 44.1 Oconee Conn CD Rd WB After SR 10 Loop SB to EB On-Ramp 1407 45.5 Oconee Conn CD Rd WB Before Oconee Conn Off-Ramp 1409 45.6 Oconee Conn CD Rd WB After Oconee Conn Off-Ramp 804 47.9 Oconee Conn CD Rd WB Before Oconee Conn On-Ramp 803 44.2 Oconee Conn CD Rd WB After Oconee Conn On-Ramp 1272 32.4 SR 316 WB Before Oconee Conn CD RD On-Ramp 2550 61.5 SR 316 WB After Oconee Conn CD RD On-Ramp 3823 57.2 SR 316 WB Before Jimmie Daniels Rd Off-Ramp 3820 58.8 SR 316 WB After Jimmie Daniels Rd Off-Ramp 3517 60.2 SR 316 WB Before Jimmie Daniels Rd On-Ramp 3518 60.3 SR 316 WB After Jimmie Daniels Rd On-Ramp 3814 59.1 SR 316 WB Before Monroe Hwy SR 10 Off-Ramp 3824 57.2 SR 316 WB After Monroe Hwy SR 10 Off-Ramp 2980 61.2 SR 316 WB Before Monroe Hwy SR 10 On-Ramp 2986 60.9 SR 316 WB After Monroe Hwy SR 10 On-Ramp 3707 55.3 SR 316 WB Before Bogart Pkwy Off-Ramp 3704 59.4 SR 316 WB After Bogart Pkwy Off-Ramp 3381 60.5 SR 316 WB Before Bogart Pkwy On-Ramp 3388 60.2 SR 316 WB After Bogart Pkwy On-Ramp 3779 57.5 SR 316 WB Before Bethlehem Rd SR324 Off-Ramp 3779 58.3 SR 316 WB After Bethlehem Rd SR324 Off-Ramp 3445 59.9 SR 316 WB After Bethlehem Rd SR324 On-Ramp 3739 57.5 SR 316 WB SR 316 WB Before Hog Mountain Rd SR 53 Off- 3737 57.3 Ramp After Hog Mountain Rd SR 53 Off-Ramp 3246 60.5 SR 316 WB SR 316 WB Before Hog Mountain Rd SR 53 On- 3251 60.4 Ramp After Hog Mountain Rd SR 53 On-Ramp 3523 58.7 SR 316 WB Before Christmas Ave SR 11 Off-Ramp 3522 57.5 SR 316 WB After Christmas Ave SR 11 Off-Ramp 2981 60.8 SR 316 WB Before Christmas Ave SR 11 On-Ramp 2978 60.5 SR 316 WB After Christmas Ave SR 11 On-Ramp 3192 56.5 Density Per Lane (Vehicle/ Mile/ Lane) 17.5 18.2 11.1 8.3 1.3 10.6 11.0 13.3 13.4 24.8 26.8 9.1 11.2 15.5 15.5 16.8 18.2 24.0 20.7 22.3 21.7 29.2 29.2 21.5 30.4 24.3 24.5 29.6 25.4 27.9 28.1 23.9 26.5 28.7 24.1 27.2 26.8 26.9 26.6 26.2 24.5 24.6 18.8 LOS C C C C C C C C C C C C C C C C C C C C C D D C D C C D C C D C C D C C C C C C C C C Georgia Department of Transportation C-14 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-4 2032 E+C Freeway Segments PM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 WB Before Loganville Hwy SR 81 Off-Ramp 3167 58.5 SR 316 WB After Loganville Hwy SR 81 Off-Ramp 2544 61.7 SR 316 WB Before Loganville Hwy SR 81 On-Ramp 2536 61.1 SR 316 WB After Loganville Hwy SR 81 On-Ramp 2748 59.8 SR 316 WB Before Patrick Mill Rd Off-Ramp 2713 59.6 SR 316 WB After Patrick Mill Rd Off-Ramp 2430 61.3 SR 316 WB Before Patrick Mill Rd On-Ramp 2426 60.9 SR 316 WB After Patrick Mill Rd On-Ramp 2701 59.3 SR 316 WB Before Drowning Creek Rd Off-Ramp 2638 59.9 SR 316 WB After Drowning Creek Rd Off-Ramp 2532 60.7 SR 316 WB Before Drowning Creek Rd On-Ramp 2519 60.6 SR 316 WB After Drowning Creek Rd On-Ramp 2582 60.0 SR 316 WB Before Sugarloaf Ext CD Rd Off-Ramp 2524 56.5 SR 316 WB After Sugarloaf Ext CD Rd Off-Ramp 1671 62.6 Sugarloaf Ext CD Rd WB Before WB to NB Off-Ramp 840 48.7 Sugarloaf Ext CD Rd WB After WB to NB Off-Ramp 364 48.7 Sugarloaf Ext CD Rd WB After NB to WB On-Ramp 718 39.5 Sugarloaf Ext CD Rd WB Before WB to SB Off-Ramp 718 39.5 Sugarloaf Ext CD Rd WB After WB to SB Off-Ramp 354 47.6 Sugarloaf Ext CD Rd WB Before SB to WB On-Ramp 354 47.1 Sugarloaf Ext CD Rd WB After SB to WB On-Ramp 416 43.3 SR 316 WB Before Sugarloaf Ext CD Rd On-Ramp 1660 62.0 SR 316 WB After Sugarloaf Ext CD Rd On-Ramp 2074 57.1 SR 316 WB Before Winder Hwy Off-Ramp 2064 60.3 SR 316 WB After Winder Hwy Off-Ramp 1538 63.2 SR 316 WB Before Winder Hwy On-Ramp 1535 62.7 SR 316 WB After Winder Hwy On-Ramp 1903 61.0 SR 316 WB Before Cedar Rd Off-Ramp 1887 61.9 SR 316 WB After Cedar Rd Off-Ramp 1784 62.3 SR 316 WB Before Cedar Rd On-Ramp 1777 62.1 SR 316 WB After Cedar Rd On-Ramp 2203 60.8 SR 316 WB Before HOV Diverge 2201 61.7 SR 316 WB After HOV Diverge 1995 61.7 SR 316 WB Before Collins Hill / SR 20 CD Rd Off- 1990 60.1 Ramp SR 316 WB After Collins Hill / SR 20 CD Rd Off- 1221 63.1 Ramp Collins Hill /SR 20 CD Rd WB Before Collins Hill Off-Ramp 1305 60.4 Collins Hill /SR 20 CD Rd WB After Collins Hill Off-Ramp 940 61.9 Collins Hill /SR 20 CD Rd WB Before Collins Hill On-Ramp Collins Hill /SR 20 CD Rd WB After Collins Hill On-Ramp 1507 56.0 SR 316 WB SR 316 WB SR 316 WB Before Collins Hill / SR 20 CD Rd On- 1210 62.6 Ramp After Collins Hill / SR 20 CD Rd On- 2714 55.2 Ramp Before Duluth Hwy Off-Ramp 2710 60.2 SR 316 WB After Duluth Hwy Off-Ramp 2226 62.1 Density Per Lane (Vehicle/ Mile/ Lane) 22.4 20.6 20.8 19.2 18.6 19.9 19.9 16.6 18.0 20.9 20.8 15.7 19.7 13.4 8.6 7.5 9.1 9.1 7.4 7.5 5.3 13.4 12.3 14.0 12.2 12.2 11.4 12.5 14.3 14.3 9.2 8.9 10.8 10.3 6.5 10.6 15.2 0.0 16.9 6.4 14.6 14.5 12.0 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-15 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-4 2032 E+C Freeway Segments PM Peak Hour Level of Service Facility Location Vehicles Discharged (Vehicles) Speed Ave (mph) SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB Before Duluth Hwy On-Ramp 2223 62.6 After the Duluth Hwy On-Ramp 2589 61.8 Before Riverside Dr. Off-Ramp 2585 61.6 After Riverside Dr. Off-Ramp 2326 62.2 Before Riverside Dr. On-Ramp 2320 61.7 After Riverside Dr. On-Ramp 2636 61.4 Before Duluth Hwy Off-Ramp 2640 60.8 After Duluth Hwy Off-Ramp 2145 62.1 Before Duluth Hwy On-Ramp 2136 61.8 After Duluth On-Ramp 2402 60.3 Before Hi-Hope Rd On Ramp 206 63.7 After Hi-Hope Rd On Ramp 357 60.4 Before Walther Blvd Off-Ramp 352 58.5 After Walther Blvd Off-Ramp 191 63.3 Before Walther Blvd On-Ramp 192 62.9 After Walther Blvd On-Ramp 236 61.6 Before Lawrenceville Suwanee Rd On- 235 62.1 Ramp After Lawrenceville Suwanee Rd On- 712 56.5 Ramp Before Herrington Rd On-Ramp 710 58.8 After Herrington Rd On-Ramp 591 60.2 Before SR 316 Off-Ramp 2015 61.0 After SR 316 Off-Ramp 1101 64.0 After SR 316 WB to SB On-Ramp 1407 62.0 After SR 316 EB to SB On-Ramp 2570 58.5 Before SR 316 Off-Ramp 3009 15.1 After SR 316 Off-Ramp 1090 50.9 Before SR 316 On-Ramp 1091 60.7 After SR 316 On-Ramp 1791 60.1 Density Per Lane (Vehicle/ Mile/ Lane) 11.8 10.5 10.5 9.4 12.5 11.1 14.5 17.3 17.3 17.9 3.2 4.2 3.3 3.0 3.0 2.7 3.8 9.0 8.6 9.8 16.0 8.6 9.6 17.8 85.7 10.7 9.0 12.1 LOS C C C C C C C C C C C C C C C C C C C C C C C C F C C C Georgia Department of Transportation C-16 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Location Before Sugarloaf Off-Ramp After Sugarloaf Off-Ramp Before Sugarloaf On-Ramp After Sugarloaf On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before Cedar Rd Off-Ramp After Cedar Rd Off-Ramp Before Cedar Rd On-Ramp After Cedar Rd On-Ramp Before Winder Hwy Off-Ramp After Winder Hwy Off-Ramp Before Winder Hwy On-Ramp After Winder Hwy On-Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Sugarloaf Ext CD Rd Off-Ramp Before EB to SB Off-Ramp After EB to SB Off-Ramp Before SB to EB On-Ramp After SB to EB On-Ramp After EB to NB Off-Ramp After NB to EB On-Ramp Before Sugarloaf Ext CD Rd On-Ramp After Sugarloaf Ext CD Rd On-Ramp Before SR 316 GP to HOV Diverge Ramp After SR 316 GP to HOV Diverge Ramp Before SR 316 HOV to GP Merge Ramp Vehicles Discharged (Vehicles) 3022 2393 2398 2805 2807 2423 2426 2672 2672 2244 2245 2667 2665 897 1770 1039 1215 897 1340 1339 1121 1121 1193 1194 834 836 1563 1559 1105 453 29 29 829 799 1284 1104 2387 2381 2331 2330 Speed Ave (mph) 59.0 61.6 61.7 61.3 60.1 60.6 61.4 61.3 57.6 61.8 61.2 56.3 57.6 63.3 60.7 63.8 57.6 63.7 62.7 62.4 63.5 63.4 63.0 61.6 63.8 63.7 59.4 61.1 63.7 48.6 50.4 50.4 42.8 46.0 32.3 63.4 58.0 61.9 61.8 61.7 Density Per Lane (Vehicle/ Mile/ Lane) 24.0 19.4 19.4 15.3 13.5 13.3 13.2 10.9 11.8 12.1 12.2 15.1 13.3 4.7 9.7 8.1 7.0 4.7 6.2 7.1 8.8 8.8 7.2 7.9 6.5 6.6 9.6 9.5 8.7 4.7 0.6 0.6 9.7 17.4 22.1 8.7 18.1 17.0 18.8 18.9 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-17 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Oconee Conn CD Rd EB Oconee Conn CD Rd EB Oconee Conn CD Rd EB Oconee Conn CD Rd EB SR 316 EB SR 316 EB Location After SR 316 HOV to GP Merge Ramp Before Drowning Creek Rd Off-Ramp After Drowning Creek Rd Off-Ramp Before Drowning Creek Rd On-Ramp After Drowning Creek Rd On-Ramp Before Patrick Mill Rd Off-Ramp After Patrick Mill Rd Off-Ramp Before Patrick Mill Rd On-Ramp After Patrick Mill Rd On-Ramp Before Loganville Hwy SR 81 Off-Ramp After Loganville Hwy SR 81 Off-Ramp Before Loganville Hwy SR 81 On-Ramp After Loganville Hwy SR 81 On-Ramp Before Christmas Ave SR 11 Off-Ramp After Christmas Ave SR 11 Off-Ramp Before Christmas Ave SR 11 On-Ramp After Christmas Ave SR 11 On-Ramp Before Hog Mountain Rd SR 53 OffRamp After Hog Mountain Rd SR 53 Off-Ramp Before Hog Mountain Rd SR 53 On-Rmp After Hog Mountain Rd SR 53 On-Ramp Before Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 On-Ramp Before Bogart Pkwy Off-Ramp After Bogart Pkwy Off-Ramp Before Bogart Pkwy On-Ramp After Bogart Pkwy On-Ramp Before Monroe Hwy SR 10 Off-Ramp After Monroe Hwy SR 10 Off-Ramp Before Monroe Hwy SR 10 On-Ramp After Monroe Hwy SR 10 On-Ramp Before Jimmie Daniels Rd Off-Ramp After Jimmie Daniels Rd Off-Ramp Before Jimmie Daniels Rd On-Ramp After Jimmie Daniels Rd On-Ramp Before Oconee Conn Off-Ramp After Oconee Conn Off-Ramp Before Oconee Conn On-Ramp After Oconee Conn On-Ramp Before SR 10 Loop EB-SB Off-Ramp After SR 10 Loop EB-SB Off-Ramp Before SR 316 HOV End Lane Direct Merge After SR 316 HOV End Lane Direct Vehicles Discharged (Vehicles) 2358 2357 2199 2204 2306 2306 2011 2002 2279 2283 1931 1933 2783 2780 2615 2613 3260 3233 2867 2859 3292 3289 3035 3337 3307 2960 2950 3301 3280 2613 2598 3679 3676 3355 3342 3599 3589 1660 1478 2097 2098 222 1657 2092 Speed Ave (mph) 61.5 61.4 61.9 61.7 61.2 60.4 61.8 61.6 60.3 60.6 62.3 61.8 57.2 60.4 61.0 60.8 56.4 59.4 61.0 60.6 57.0 59.1 60.2 57.8 58.5 60.7 60.4 57.4 57.1 61.4 60.2 49.0 59.5 60.7 60.1 60.6 49.5 63.0 46.2 47.7 43.9 44.0 62.8 61.8 Density Per Lane (Vehicle/ Mile/ Lane) 16.0 15.7 17.7 17.9 13.7 15.6 16.3 16.3 13.8 15.6 15.5 15.6 20.1 16.7 21.4 21.5 25.0 23.3 23.5 23.6 22.5 23.0 25.3 21.0 23.1 24.4 24.5 21.0 25.4 21.3 21.6 34.1 21.3 27.6 27.8 19.8 24.2 13.2 32.0 22.0 23.9 5.0 13.2 11.5 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C D C C C C C C D C C C C C Georgia Department of Transportation C-18 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB Location Merge Before Oconee Conn CD RD On-Ramp After Oconee Conn CD RD On-Ramp Before Herrington Rd Off-Ramp After Herrington Rd Off-Ramp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before Lawrenceville Suwanee Rd OffRamp After Lawrenceville Suwanee Rd OffRamp Before Walther Blvd Off-Ramp After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Hi-Hope Rd Off-Ramp After Hi-Hope Rd Off-Ramp Before Hi-Hope Rd On-Ramp After Hi-Hope Rd On-Ramp Before Harbins Rd Off-Ramp After Harbins Rd Off-Ramp Before SR 316 GP to HOV Merge Ramp After SR 316 GP to HOV Merge Ramp After SR 316 HOV to GP Diverge Ramp Before Kilcrease Rd Off-Ramp After Kilcrease Rd Off-Ramp Before Kilcrease Rd On-Ramp After Kilcrease Rd On-Ramp Before Carl Bethlehem Rd Off-Ramp After Carl Bethlehem Rd Off-Ramp Before Carl Bethlehem Rd On-Ramp After Carl Bethlehem Rd On-Ramp Before Harry McCarty Rd Off-Ramp After Harry McCarty Rd Off-Ramp Before Harry McCarty Rd On-Ramp After Harry McCarty Rd On-Ramp Before Harrison Mill Rd Off-Ramp After Harrison Mill Rd Off-Ramp Before Harrison Mill Rd On-Ramp After Harrison Mill Rd On-Ramp Before SR 316 HOV to GP Diverge Ramp After SR 316 HOV to GP Diverge Ramp Before Barber Creek Rd Off-Ramp After Barber Creek Rd Off-Ramp Before Barber Creek Rd On-Ramp Vehicles Discharged (Vehicles) 2092 2314 780 618 617 747 750 281 279 248 248 530 526 380 379 777 778 581 582 634 606 609 445 443 616 613 452 453 500 497 374 374 406 406 324 324 467 457 448 442 357 360 Speed Ave (mph) 61.9 58.0 62.8 62.9 62.1 60.2 56.8 62.9 61.2 61.7 61.3 55.3 59.5 61.7 61.1 56.9 58.0 60.5 59.3 59.6 59.5 58.1 60.9 59.6 57.5 58.4 60.8 59.9 59.2 58.8 60.9 60.4 59.8 59.4 61.2 60.5 58.6 59.5 59.5 58.6 60.7 59.6 Density Per Lane (Vehicle/ Mile/ Lane) 16.9 13.3 8.9 9.8 10.0 8.8 9.4 4.5 3.3 4.0 4.1 5.3 6.3 6.2 6.2 9.8 9.6 9.6 9.8 5.3 10.2 7.5 7.3 7.5 7.6 7.5 7.4 7.6 6.1 6.0 6.1 6.2 4.9 4.9 5.3 5.3 5.7 4.9 7.5 5.4 5.9 6.0 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-19 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Location After Barber Creek Rd On-Ramp Before Dials Mill Rd Off-Ramp After Dials Mill Rd Off-Ramp Before Dials Mill Rd On-Ramp After Dials Mill Rd On-Ramp Before Mars Hill Rd Off-Ramp After Mars Hill Rd Off-Ramp Before Mars Hill Rd On-Ramp After Mars Hill Rd On-Ramp Before Virgil Langford Rd Off-Ramp After Virgil Langford Rd Off-Ramp Before Virgil Langford Rd On-Ramp After Virgil Langford Rd On-Ramp Before Oconee Conn CD Rd Off-Ramp After Oconee Conn CD Rd Off-Ramp Before SR 316 HOV Lane Diverge After SR 316 HOV Lane Diverge Before SR 10 Loop WB to SB Off-Ramp After SR 10 Loop WB to SB Off-Ramp After SR 10 Loop SB to EB On-Ramp Before Oconee Conn Off-Ramp After Oconee Conn Off-Ramp Before Oconee Conn On-Ramp After Oconee Conn On-Ramp Before Oconee Conn CD RD On-Ramp After Oconee Conn CD RD On-Ramp Before Jimmie Daniels Rd Off-Ramp After Jimmie Daniels Rd Off-Ramp Before Jimmie Daniels Rd On-Ramp After Jimmie Daniels Rd On-Ramp Before Monroe Hwy SR 10 Off-Ramp After Monroe Hwy SR 10 Off-Ramp Before Monroe Hwy SR 10 On-Ramp After Monroe Hwy SR 10 On-Ramp Before Bogart Pkwy Off-Ramp After Bogart Pkwy Off-Ramp Before Bogart Pkwy On-Ramp After Bogart Pkwy On-Ramp Before Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 On-Ramp Before SR 316 GP to HOV Diverge Ramp After SR 316 GP to HOV Diverge Ramp Before Hog Mountain Rd SR 53 OffRamp Vehicles Discharged (Vehicles) 465 463 314 311 370 370 324 322 373 364 330 330 442 3183 2071 2068 1486 1111 535 1392 1392 846 847 1330 1480 2811 2810 2378 2378 2577 2577 1755 1753 2213 2217 1932 1933 2593 2602 2507 2988 2986 2747 2749 Speed Ave (mph) 58.4 59.0 61.8 60.5 59.6 60.0 61.0 60.3 59.7 59.3 60.4 59.8 57.1 40.0 45.2 61.8 62.6 42.8 44.0 45.3 46.9 47.6 44.0 32.6 62.6 56.3 59.8 61.8 61.9 60.9 58.7 62.6 62.4 59.8 61.1 62.2 62.0 59.1 60.6 60.9 58.2 60.0 61.1 58.7 Density Per Lane (Vehicle/ Mile/ Lane) 5.7 5.6 5.1 5.1 4.4 4.4 5.3 5.3 4.6 3.5 5.5 5.5 4.0 26.5 22.9 12.0 11.9 13.0 12.2 15.4 14.9 17.8 19.3 24.9 11.8 16.6 15.7 19.2 19.2 14.1 20.0 14.0 14.0 16.3 14.8 15.5 15.6 16.0 17.5 20.6 19.0 18.7 22.5 19.5 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-20 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Location After Hog Mountain Rd SR 53 Off-Ramp Before Hog Mountain Rd SR 53 OnRamp After Hog Mountain Rd SR 53 On-Ramp Before Christmas Ave SR 11 Off-Ramp After Christmas Ave SR 11 Off-Ramp Before Christmas Ave SR 11 On-Ramp After Christmas Ave SR 11 On-Ramp Before Loganville Hwy SR 81 Off-Ramp After Loganville Hwy SR 81 Off-Ramp Before Loganville Hwy SR 81 On-Ramp After Loganville Hwy SR 81 On-Ramp Before Patrick Mill Rd Off-Ramp After Patrick Mill Rd Off-Ramp Before Patrick Mill Rd On-Ramp After Patrick Mill Rd On-Ramp Before Drowning Creek Rd Off-Ramp After Drowning Creek Rd Off-Ramp Before Drowning Creek Rd On-Ramp After Drowning Creek Rd On-Ramp Before SR 316 GP to HOV Diverge Ramp After SR 316 GP to HOV Diverge Ramp Before SR 316 HOV to GP Merge Ramp After SR 316 HOV to GP Merge Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Sugarloaf Ext CD Rd Off-Ramp Before WB to NB Off-Ramp After WB to NB Off-Ramp Before NB to WB On-Ramp After NB to WB On-Ramp After WB to SB Off-Ramp Before SB to WB On-Ramp After SB to WB On-Ramp Before Sugarloaf Ext CD Rd On-Ramp After Sugarloaf Ext CD Rd On-Ramp Before Winder Hwy Off-Ramp After Winder Hwy Off-Ramp Before Winder Hwy On-Ramp After Winder Hwy On-Ramp Before Cedar Rd Off-Ramp After Cedar Rd Off-Ramp Before Cedar Rd On-Ramp After Cedar Rd On-Ramp Before Collins Hill / SR 20 CD Rd OffRamp Vehicles Discharged (Vehicles) 2144 2139 Speed Ave (mph) 62.0 61.6 Density Per Lane (Vehicle/ Mile/ Lane) 17.3 17.4 LOS C C 2844 2853 2653 2646 3141 3131 2726 2731 3576 3541 3241 3243 3737 3694 3475 3466 3960 3956 58.5 21.5 C 59.7 20.4 C 60.8 21.8 C 60.5 21.9 C 50.0 21.0 C 59.6 21.7 C 61.2 22.3 C 60.7 22.5 C 54.1 27.6 C 59.0 24.5 C 60.4 26.9 C 60.0 27.0 C 56.7 24.0 C 58.7 25.7 C 59.8 29.1 D 59.7 29.0 D 55.1 26.2 C 56.5 27.0 C 3920 3916 3918 3881 2490 1382 676 676 999 324 324 478 2467 2941 2926 2444 2443 3690 3681 1956 1955 2366 2361 58.5 33.5 D 59.2 33.1 D 59.2 29.2 D 52.4 32.7 D 61.8 20.2 C 48.5 14.3 C 48.3 14.0 C 48.3 14.0 C 39.2 12.7 C 47.7 6.8 C 47.3 6.9 C 40.2 6.6 C 61.2 20.2 C 55.8 17.8 C 59.8 20.0 C 62.0 19.7 C 61.4 19.9 C 55.8 24.1 C 55.0 27.3 C 63.0 15.5 C 62.8 15.6 C 60.8 13.0 C 60.4 12.2 C Georgia Department of Transportation C-21 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB Location After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp Before Collins Hill On-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After the Duluth Hwy On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Virgil Langford Rd Off-Ramp After Virgil Langford Rd Off-Ramp Before Virgil Langford Rd On-Ramp After Virgil Langford Rd On-Ramp Before Mars Hill Rd Off-Ramp After Mars Hill Rd Off-Ramp Before Mars Hill Rd On-Ramp After Mars Hill Rd On-Ramp Before Dials Mill Rd Off-Ramp After Dials Mill Rd Off-Ramp Before Dials Mill Rd On-Ramp After Dials Mill Rd On-Ramp Before Barber Creek Rd Off-Ramp After Barber Creek Rd Off-Ramp Before Barber Creek Rd On-Ramp After Barber Creek Rd On-Ramp Before SR 316 GP to HOV Merge Ramp After SR 316 GP to HOV Merge Ramp Before Harrison Mill Rd Off-Ramp After Harrison Mill Rd Off-Ramp Before Harrison Mill Rd On-Ramp After Harrison Mill Rd On-Ramp Before Harry McCarty Rd Off-Ramp After Harry McCarty Rd Off-Ramp Vehicles Discharged (Vehicles) 1661 Speed Ave (mph) 62.6 Density Per Lane (Vehicle/ Mile/ Lane) 8.8 LOS C 1595 1243 2029 1649 60.0 13.1 C 61.7 20.2 C 0.0 52.3 24.3 C 60.8 9.0 C 3678 46.5 23.5 C 3673 3117 3115 4102 4098 3042 3031 3965 3925 2600 2594 2856 582 497 498 861 861 801 805 869 867 852 850 1145 1147 891 890 1026 1032 1267 1270 1039 1036 1188 1187 1077 59.4 19.9 C 60.8 17.1 C 61.6 16.8 C 60.0 17.1 C 57.9 17.7 C 61.3 12.4 C 60.4 16.7 C 53.5 19.8 C 42.4 34.2 D 61.1 21.3 C 61.4 21.1 C 59.3 21.6 C 35.5 7.9 C 51.5 9.7 C 60.7 8.2 C 55.7 8.7 C 59.1 10.7 C 59.8 13.4 C 59.2 13.6 C 58.4 10.6 C 58.8 10.6 C 59.0 14.4 C 58.7 14.5 C 55.6 14.7 C 58.4 14.0 C 60.5 14.7 C 59.4 15.0 C 58.0 12.7 C 58.5 17.6 C 56.4 14.3 C 57.5 15.8 C 59.8 17.3 C 58.5 17.7 C 56.4 15.0 C 58.1 14.6 C 59.1 18.2 C Georgia Department of Transportation C-22 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-5 2032 Build Freeway Segments AM Peak Hour Level of Service Facility SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB Location Before Harry McCarty Rd On-Ramp After Harry McCarty Rd On-Ramp Before Carl Bethlehem Rd Off-Ramp After Carl Bethlehem Rd Off-Ramp Before Carl Bethlehem Rd On-Ramp After Carl Bethlehem Rd On-Ramp Before Kilcrease Rd Off-Ramp After Kilcrease Rd Off-Ramp Before Kilcrease Rd On-Ramp After Kilcrease Rd On-Ramp Before SR 316 GP to HOV Merge Ramp After SR 316 GP to HOV Merge Ramp After SR 316 HOV to GP Diverge Ramp Before Harbins Rd On-Ramp After Harbins Rd On-Ramp Before Hi-Hope Rd Off-Ramp After Hi-Hope Rd Off-Ramp Before Hi-Hope Rd On Ramp After Hi-Hope Rd On Ramp Before Walther Blvd Off-Ramp After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Lawrenceville Suwanee Rd OnRamp After Lawrenceville Suwanee Rd OnRamp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp After SR 316 WB to SB On-Ramp After SR 316 EB to SB On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp Before SR 316 On-Ramp After SR 316 On-Ramp Vehicles Discharged (Vehicles) 1077 1298 1287 1218 1218 1440 1415 1023 1023 1263 1242 1270 1251 1251 1436 1383 1030 1027 1231 1222 573 568 621 619 Speed Ave (mph) 58.4 55.6 58.0 58.6 58.0 54.4 57.3 60.6 59.0 55.2 58.0 57.8 57.8 57.9 54.1 57.2 60.3 59.1 55.6 55.1 62.4 61.1 59.9 59.8 Density Per Lane (Vehicle/ Mile/ Lane) 18.4 16.7 15.9 20.8 21.0 18.9 17.7 16.9 17.3 16.4 21.5 11.0 21.7 21.7 19.0 17.3 17.1 17.4 15.8 12.3 9.2 9.3 7.4 10.4 LOS C C C C C C C C C C C C C C C C C C C C C C C C 1251 53.2 16.8 C 1228 1015 2522 1664 2240 4112 2792 1037 1037 2008 58.0 15.1 C 59.8 17.0 C 60.7 20.2 C 63.1 13.2 C 59.6 15.9 C 50.5 33.0 D 57.6 20.8 C 61.8 8.4 C 63.7 8.1 C 60.5 13.5 C Georgia Department of Transportation C-23 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB Collins Hill /SR 20 CD Rd EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB Sugarloaf Ext CD Rd EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Location Before Sugarloaf Off-Ramp After Sugarloaf Off-Ramp Before Sugarloaf On-Ramp After Sugarloaf On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Collins Hill / SR 20 CD Rd OffRamp After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before Cedar Rd Off-Ramp After Cedar Rd Off-Ramp Before Cedar Rd On-Ramp After Cedar Rd On-Ramp Before Winder Hwy Off-Ramp After Winder Hwy Off-Ramp Before Winder Hwy On-Ramp After Winder Hwy On-Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Sugarloaf Ext CD Rd Off-Ramp Before EB to SB Off-Ramp After EB to SB Off-Ramp Before SB to EB On-Ramp After SB to EB On-Ramp After EB to NB Off-Ramp After NB to EB On-Ramp Before Sugarloaf Ext CD Rd On-Ramp After Sugarloaf Ext CD Rd On-Ramp Before SR 316 GP to HOV Diverge Ramp After SR 316 GP to HOV Diverge Ramp Before SR 316 HOV to GP Merge Ramp Vehicles Discharged (Vehicles) 4396 3801 3802 5169 5166 3992 3997 4640 4640 3564 3561 3855 3855 1889 1970 1169 1521 1887 2564 2560 2133 2133 3751 3757 2325 2327 2801 2801 2229 571 174 174 707 533 1219 2231 3445 3446 3353 3353 Speed Ave (mph) 57.0 59.5 59.7 58.5 53.6 55.1 59.4 59.2 58.5 60.2 59.1 53.1 53.6 62.0 60.9 63.7 57.2 62.2 59.9 60.3 61.8 61.6 55.3 53.8 62.3 62.0 59.6 60.5 62.3 48.9 49.4 49.2 42.4 46.6 32.3 61.5 54.2 60.3 60.4 60.3 Density Per Lane (Vehicle/ Mile/ Lane) 36.1 31.9 31.8 29.4 27.9 24.1 22.4 19.6 19.8 19.8 20.1 23.2 20.6 10.1 10.8 9.2 8.9 10.1 12.3 14.2 17.3 17.3 25.7 28.5 18.7 18.8 17.1 17.2 17.9 5.8 3.5 3.5 8.3 11.4 21.0 18.1 28.1 25.2 27.7 27.8 LOS E D D D C C C C C C C C C C C C C C C C C C C D C C C C C C C C C C C C D C C C Georgia Department of Transportation C-24 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB SR 316 EB Oconee Conn CD Rd EB Oconee Conn CD Rd EB Oconee Conn CD Rd EB Oconee Conn CD Rd EB SR 316 EB Location After SR 316 HOV to GP Merge Ramp Before Drowning Creek Rd Off-Ramp After Drowning Creek Rd Off-Ramp Before Drowning Creek Rd On-Ramp After Drowning Creek Rd On-Ramp Before Patrick Mill Rd Off-Ramp After Patrick Mill Rd Off-Ramp Before Patrick Mill Rd On-Ramp After Patrick Mill Rd On-Ramp Before Loganville Hwy SR 81 Off-Ramp After Loganville Hwy SR 81 Off-Ramp Before Loganville Hwy SR 81 On-Ramp After Loganville Hwy SR 81 On-Ramp Before Christmas Ave SR 11 Off-Ramp After Christmas Ave SR 11 Off-Ramp Before Christmas Ave SR 11 On-Ramp After Christmas Ave SR 11 On-Ramp Before Hog Mountain Rd SR 53 OffRamp After Hog Mountain Rd SR 53 Off-Ramp Before Hog Mountain Rd SR 53 OnRamp After Hog Mountain Rd SR 53 On-Ramp Before Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 On-Ramp Before Bogart Pkwy Off-Ramp After Bogart Pkwy Off-Ramp Before Bogart Pkwy On-Ramp After Bogart Pkwy On-Ramp Before Monroe Hwy SR 10 Off-Ramp After Monroe Hwy SR 10 Off-Ramp Before Monroe Hwy SR 10 On-Ramp After Monroe Hwy SR 10 On-Ramp Before Jimmie Daniels Rd Off-Ramp After Jimmie Daniels Rd Off-Ramp Before Jimmie Daniels Rd On-Ramp After Jimmie Daniels Rd On-Ramp Before Oconee Conn Off-Ramp After Oconee Conn Off-Ramp Before Oconee Conn On-Ramp After Oconee Conn On-Ramp Before SR 10 Loop EB-SB Off-Ramp After SR 10 Loop EB-SB Off-Ramp Before SR 316 HOV End Lane Direct Merge Vehicles Discharged (Vehicles) 3423 3420 2911 2912 3121 3129 2706 2703 2971 2958 2241 2236 2605 2586 2152 2151 2351 2320 1755 1754 2370 2361 1895 1988 1939 1431 1427 1679 1664 1293 1287 2075 2071 1882 1880 2230 2227 830 986 1528 1526 306 827 Speed Ave (mph) 59.7 59.0 61.2 60.7 59.6 58.8 61.0 60.6 59.2 58.2 61.8 61.3 59.2 59.4 61.8 61.5 60.3 59.5 62.3 62.0 59.0 59.7 62.0 61.3 59.4 62.8 62.5 61.0 60.4 62.8 62.4 57.7 61.1 62.3 61.9 60.6 52.9 63.9 46.9 48.0 46.6 43.8 63.8 Density Per Lane (Vehicle/ Mile/ Lane) 24.0 23.6 23.8 24.0 19.1 21.7 22.2 22.3 18.3 21.1 18.1 18.2 18.2 15.9 17.4 17.5 16.9 16.7 14.1 14.2 15.7 16.3 15.3 11.8 13.3 11.4 11.4 10.0 12.2 10.3 10.3 16.4 11.7 15.1 15.2 12.3 14.0 6.5 21.0 15.9 16.4 7.0 6.5 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-25 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 EB SR 316 EB SR 316 EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB Location After SR 316 HOV End Lane Direct Merge Before Oconee Conn CD RD On-Ramp After Oconee Conn CD RD On-Ramp Before Herrington Rd Off-Ramp After Herrington Rd Off-Ramp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before Lawrenceville Suwanee Rd OffRamp After Lawrenceville Suwanee Rd OffRamp Before Walther Blvd Off-Ramp After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Hi-Hope Rd Off-Ramp After Hi-Hope Rd Off-Ramp Before Hi-Hope Rd On-Ramp After Hi-Hope Rd On-Ramp Before Harbins Rd Off-Ramp After Harbins Rd Off-Ramp Before SR 316 GP to HOV Merge Ramp After SR 316 GP to HOV Merge Ramp After SR 316 HOV to GP Diverge Ramp Before Kilcrease Rd Off-Ramp After Kilcrease Rd Off-Ramp Before Kilcrease Rd On-Ramp After Kilcrease Rd On-Ramp Before Carl Bethlehem Rd Off-Ramp After Carl Bethlehem Rd Off-Ramp Before Carl Bethlehem Rd On-Ramp After Carl Bethlehem Rd On-Ramp Before Harry McCarty Rd Off-Ramp After Harry McCarty Rd Off-Ramp Before Harry McCarty Rd On-Ramp After Harry McCarty Rd On-Ramp Before Harrison Mill Rd Off-Ramp After Harrison Mill Rd Off-Ramp Before Harrison Mill Rd On-Ramp After Harrison Mill Rd On-Ramp Before SR 316 HOV to GP Diverge Ramp After SR 316 HOV to GP Diverge Ramp Before Barber Creek Rd Off-Ramp After Barber Creek Rd Off-Ramp Before Barber Creek Rd On-Ramp Vehicles Discharged (Vehicles) 1271 1271 1577 1418 1232 1232 1456 1454 772 769 713 712 1400 1396 1113 1112 1453 1445 1245 1240 1330 1265 1262 1009 1012 1321 1320 1055 1056 1103 1095 876 876 956 945 795 793 970 937 910 898 779 770 Speed Ave (mph) 62.8 62.8 56.9 61.4 60.9 59.9 57.8 56.6 62.1 59.7 60.0 59.4 51.8 58.1 60.1 59.1 54.3 57.5 59.3 57.8 58.0 57.8 57.4 60.2 58.7 54.8 57.5 60.0 58.6 57.7 57.7 59.6 58.9 57.5 57.9 60.0 58.9 57.0 58.1 58.3 57.7 59.5 58.5 Density Per Lane (Vehicle/ Mile/ Lane) 6.9 10.1 9.2 16.5 20.2 20.6 18.0 18.4 12.4 9.2 11.9 12.0 14.8 17.2 18.5 18.8 19.1 18.0 21.0 21.5 11.5 21.9 15.7 16.7 17.2 17.2 16.4 17.6 18.0 13.7 13.6 14.7 14.9 11.9 11.7 13.2 13.5 12.2 10.3 15.6 11.2 13.1 13.2 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-26 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 HOV EB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB Oconee Conn CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Location After Barber Creek Rd On-Ramp Before Dials Mill Rd Off-Ramp After Dials Mill Rd Off-Ramp Before Dials Mill Rd On-Ramp After Dials Mill Rd On-Ramp Before Mars Hill Rd Off-Ramp After Mars Hill Rd Off-Ramp Before Mars Hill Rd On-Ramp After Mars Hill Rd On-Ramp Before Virgil Langford Rd Off-Ramp After Virgil Langford Rd Off-Ramp Before Virgil Langford Rd On-Ramp After Virgil Langford Rd On-Ramp Before Oconee Conn CD Rd Off-Ramp After Oconee Conn CD Rd Off-Ramp Before SR 316 HOV Lane Diverge After SR 316 HOV Lane Diverge Before SR 10 Loop WB to SB Off-Ramp After SR 10 Loop WB to SB Off-Ramp After SR 10 Loop SB to EB On-Ramp Before Oconee Conn Off-Ramp After Oconee Conn Off-Ramp Before Oconee Conn On-Ramp After Oconee Conn On-Ramp Before Oconee Conn CD RD On-Ramp After Oconee Conn CD RD On-Ramp Before Jimmie Daniels Rd Off-Ramp After Jimmie Daniels Rd Off-Ramp Before Jimmie Daniels Rd On-Ramp After Jimmie Daniels Rd On-Ramp Before Monroe Hwy SR 10 Off-Ramp After Monroe Hwy SR 10 Off-Ramp Before Monroe Hwy SR 10 On-Ramp After Monroe Hwy SR 10 On-Ramp Before Bogart Pkwy Off-Ramp After Bogart Pkwy Off-Ramp Before Bogart Pkwy On-Ramp After Bogart Pkwy On-Ramp Before Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 Off-Ramp After Bethlehem Rd SR324 On-Ramp Before SR 316 GP to HOV Diverge Ramp After SR 316 GP to HOV Diverge Ramp Before Hog Mountain Rd SR 53 OffRamp Vehicles Discharged (Vehicles) 988 982 677 674 686 678 611 608 665 643 363 361 449 4329 3351 3366 2865 978 618 1663 1664 1026 1027 1529 2866 4390 4385 4056 4062 4422 4427 3239 3235 3977 3981 3584 3584 3981 3974 3671 3905 3906 3871 3882 Speed Ave (mph) 55.6 58.0 61.0 59.7 59.2 58.6 59.7 58.9 58.3 56.1 62.2 60.5 57.7 37.5 42.5 60.4 61.1 43.3 43.7 45.3 46.5 47.3 40.1 29.2 60.7 56.2 56.4 58.3 59.5 57.9 54.0 60.9 60.7 54.0 59.1 60.4 60.0 57.5 58.1 59.7 57.6 58.0 58.9 57.3 Density Per Lane (Vehicle/ Mile/ Lane) 12.7 12.1 11.1 11.3 8.3 8.3 10.2 10.3 8.4 6.5 5.8 6.0 4.0 38.5 39.4 19.9 23.5 11.3 14.1 18.3 17.9 21.7 25.7 31.9 23.6 26.1 25.9 34.8 34.1 25.4 37.3 26.6 26.6 32.5 27.5 29.6 29.9 25.2 27.9 30.7 25.1 25.2 32.9 28.2 LOS C C C C C C C C C C C C C E E C C C C C C C C D C C C D D C E C C D C D D C C D C C D D Georgia Department of Transportation C-27 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB Sugarloaf Ext CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB Location After Hog Mountain Rd SR 53 Off-Ramp Before Hog Mountain Rd SR 53 OnRamp After Hog Mountain Rd SR 53 On-Ramp Before Christmas Ave SR 11 Off-Ramp After Christmas Ave SR 11 Off-Ramp Before Christmas Ave SR 11 On-Ramp After Christmas Ave SR 11 On-Ramp Before Loganville Hwy SR 81 Off-Ramp After Loganville Hwy SR 81 Off-Ramp Before Loganville Hwy SR 81 On-Ramp After Loganville Hwy SR 81 On-Ramp Before Patrick Mill Rd Off-Ramp After Patrick Mill Rd Off-Ramp Before Patrick Mill Rd On-Ramp After Patrick Mill Rd On-Ramp Before Drowning Creek Rd Off-Ramp After Drowning Creek Rd Off-Ramp Before Drowning Creek Rd On-Ramp After Drowning Creek Rd On-Ramp Before SR 316 GP to HOV Diverge Ramp After SR 316 GP to HOV Diverge Ramp Before SR 316 HOV to GP Merge Ramp After SR 316 HOV to GP Merge Ramp Before Sugarloaf Ext CD Rd Off-Ramp After Sugarloaf Ext CD Rd Off-Ramp Before WB to NB Off-Ramp After WB to NB Off-Ramp Before NB to WB On-Ramp After NB to WB On-Ramp After WB to SB Off-Ramp Before SB to WB On-Ramp After SB to WB On-Ramp Before Sugarloaf Ext CD Rd On-Ramp After Sugarloaf Ext CD Rd On-Ramp Before Winder Hwy Off-Ramp After Winder Hwy Off-Ramp Before Winder Hwy On-Ramp After Winder Hwy On-Ramp Before Cedar Rd Off-Ramp After Cedar Rd Off-Ramp Before Cedar Rd On-Ramp After Cedar Rd On-Ramp Before Collins Hill / SR 20 CD Rd OffRamp Vehicles Discharged (Vehicles) 3432 3429 3752 3750 3023 3019 3154 3129 2312 2301 2685 2659 2366 2357 2647 2588 2482 2470 2591 2585 2574 2572 2564 2536 1234 1296 409 409 706 297 296 309 1226 1532 1528 796 790 1156 1148 1045 1042 1174 1164 Speed Ave (mph) 60.1 60.0 57.5 56.1 61.0 60.8 57.9 57.8 62.0 61.6 59.3 59.7 61.3 61.0 59.5 59.9 60.6 60.4 59.6 60.1 60.2 60.3 60.2 53.7 63.1 48.1 48.9 48.9 39.8 48.1 47.8 46.9 63.0 58.7 59.7 64.0 63.9 61.3 63.1 63.7 63.6 62.7 62.2 Density Per Lane (Vehicle/ Mile/ Lane) 28.6 28.6 29.0 28.6 24.8 24.9 18.2 22.4 18.6 18.7 18.9 18.2 19.3 19.3 16.2 17.6 20.5 20.5 15.8 16.6 21.4 21.3 18.9 20.9 9.8 13.5 8.4 8.4 8.9 6.2 6.2 3.7 9.7 8.8 10.4 6.2 6.2 6.9 7.4 8.2 8.2 6.2 5.8 LOS D D D D C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-28 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB Collins Hill /SR 20 CD Rd WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB Location After Collins Hill / SR 20 CD Rd OffRamp Before Collins Hill Off-Ramp After Collins Hill Off-Ramp Before Collins Hill On-Ramp After Collins Hill On-Ramp Before Collins Hill / SR 20 CD Rd OnRamp After Collins Hill / SR 20 CD Rd OnRamp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After the Duluth Hwy On-Ramp Before Riverside Dr. Off-Ramp After Riverside Dr. Off-Ramp Before Riverside Dr. On-Ramp After Riverside Dr. On-Ramp Before Duluth Hwy Off-Ramp After Duluth Hwy Off-Ramp Before Duluth Hwy On-Ramp After Duluth On-Ramp Before Virgil Langford Rd Off-Ramp After Virgil Langford Rd Off-Ramp Before Virgil Langford Rd On-Ramp After Virgil Langford Rd On-Ramp Before Mars Hill Rd Off-Ramp After Mars Hill Rd Off-Ramp Before Mars Hill Rd On-Ramp After Mars Hill Rd On-Ramp Before Dials Mill Rd Off-Ramp After Dials Mill Rd Off-Ramp Before Dials Mill Rd On-Ramp After Dials Mill Rd On-Ramp Before Barber Creek Rd Off-Ramp After Barber Creek Rd Off-Ramp Before Barber Creek Rd On-Ramp After Barber Creek Rd On-Ramp Before SR 316 GP to HOV Merge Ramp After SR 316 GP to HOV Merge Ramp Before Harrison Mill Rd Off-Ramp After Harrison Mill Rd Off-Ramp Before Harrison Mill Rd On-Ramp After Harrison Mill Rd On-Ramp Before Harry McCarty Rd Off-Ramp Vehicles Discharged (Vehicles) 754 1187 1004 1619 748 2364 2359 1651 1650 1930 1926 1639 1639 1928 1926 1523 1525 1525 1778 504 394 391 441 438 385 384 441 440 382 381 522 520 397 398 482 482 516 513 359 359 433 435 Speed Ave (mph) 63.7 60.4 61.8 55.9 63.4 57.0 59.6 62.8 63.4 62.3 62.0 63.0 62.7 61.9 61.3 62.9 62.8 62.7 61.1 37.0 54.6 62.0 60.5 60.1 61.0 60.4 59.6 59.7 60.7 60.1 58.5 59.5 61.2 60.5 59.3 59.9 59.9 57.9 60.9 59.7 58.7 59.2 Density Per Lane (Vehicle/ Mile/ Lane) 3.9 9.6 16.3 0.0 18.2 3.9 12.3 12.7 8.8 8.7 7.8 7.8 6.5 8.7 8.1 10.5 12.1 12.1 12.2 13.1 6.5 7.2 6.3 4.1 5.4 6.3 6.4 5.3 5.3 6.3 6.3 6.4 6.2 6.5 6.6 5.8 8.0 5.5 6.4 5.9 6.0 5.3 5.3 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Georgia Department of Transportation C-29 HNTB Corporation SR 316 Implementation Plan Appendix C Final Report April 2009 Table C-6 2032 Build Freeway Segments PM Peak Hour Level of Service Facility SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 316 HOV WB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop SB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB SR 10 Loop NB Location After Harry McCarty Rd Off-Ramp Before Harry McCarty Rd On-Ramp After Harry McCarty Rd On-Ramp Before Carl Bethlehem Rd Off-Ramp After Carl Bethlehem Rd Off-Ramp Before Carl Bethlehem Rd On-Ramp After Carl Bethlehem Rd On-Ramp Before Kilcrease Rd Off-Ramp After Kilcrease Rd Off-Ramp Before Kilcrease Rd On-Ramp After Kilcrease Rd On-Ramp Before SR 316 GP to HOV Merge Ramp After SR 316 GP to HOV Merge Ramp After SR 316 HOV to GP Diverge Ramp Before Harbins Rd On-Ramp After Harbins Rd On-Ramp Before Hi-Hope Rd Off-Ramp After Hi-Hope Rd Off-Ramp Before Hi-Hope Rd On Ramp After Hi-Hope Rd On Ramp Before Walther Blvd Off-Ramp After Walther Blvd Off-Ramp Before Walther Blvd On-Ramp After Walther Blvd On-Ramp Before Lawrenceville Suwanee Rd OnRamp After Lawrenceville Suwanee Rd OnRamp Before Herrington Rd On-Ramp After Herrington Rd On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp After SR 316 WB to SB On-Ramp After SR 316 EB to SB On-Ramp Before SR 316 Off-Ramp After SR 316 Off-Ramp Before SR 316 On-Ramp After SR 316 On-Ramp Vehicles Discharged (Vehicles) 394 394 515 514 453 453 609 601 429 425 588 585 595 586 578 769 749 364 361 466 467 188 187 222 221 675 670 550 2078 1035 1401 2625 4178 1568 1569 2215 Speed Ave (mph) 59.9 59.5 58.3 59.1 60.1 59.5 57.8 58.1 60.8 59.7 58.1 59.1 59.2 59.1 58.8 56.9 56.5 61.8 61.0 59.1 55.5 63.0 62.4 61.1 61.7 56.5 58.8 60.3 60.4 63.7 61.5 58.3 33.3 56.9 61.7 60.4 Density Per Lane (Vehicle/ Mile/ Lane) 6.6 6.6 6.3 6.2 7.5 7.6 7.5 7.4 7.0 7.1 7.2 9.9 5.0 9.9 9.9 9.7 9.5 5.9 5.9 5.6 4.7 3.0 3.0 2.6 3.6 8.5 8.1 9.1 16.7 8.1 9.7 18.2 53.9 13.8 12.7 14.9 LOS C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C F C C C Georgia Department of Transportation C-30 HNTB Corporation