State Route 316 implementation plan : final report

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

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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

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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

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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)

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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).

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SR 316 Implementation Plan Executive Summary

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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

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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.

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SR 316 Implementation Plan Executive Summary

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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).

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SR 316 Implementation Plan Executive Summary

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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

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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

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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

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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.

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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

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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

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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

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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,

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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

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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%

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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.

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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

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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

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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.

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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

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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

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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.

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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

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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.

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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