CITY OF HOLLY SPRINGS, GEORGIA

TOWN CENTER TRANSPORTATION STUDY & PLAN

FINAL – May 2, 2011

TOWN CENTER TRANSPORTATION STUDY & PLAN

FINAL – May 2, 2011

URS Project # : 15280811

Prepared for: The City of Holly Springs, Georgia 3237 Holly Springs Parkway Holly Springs, GA 30115

Prepared by: URS Corporation 400 Northpark Town Center 1000 Abernathy Road, NE Suite 900 Atlanta, GA 30328 Tel: 678.808.8800 Fax: 678.808.8400 www.urscorp.com

City of Holly Springs, Georgia Town Center Transportation Study & Plan

EXECUTIVE SUMMARY

The City of Holly Springs is a community analysis, and stakeholder engagement. located in central Cherokee County, A variety of conclusions were made, Georgia with a U.S. Census estimated most focusing on the Hickory Street 2009 population of 9,126 people. For corridor, particularly in the short the past decade, many of the planning distance between Holly Springs efforts in the city have focused on Parkway and Palm Street where a creating a town center, conducted variety of different transportation issues through the Livable Centers’ Initiative were discovered. In addition, the study (LCI), a program providing funding and determined that the two major planning assistance from the Atlanta roadways serving Holly Springs (Hickory Regional Commission (ARC). Street and Holly Springs Parkway) may This Town Center Transportation Study & need future widening in order to Plan focuses on the existing and future minimize future congestion. transportation needs within the town Recommended projects, center area. As such, a variety of implementation timeframes, estimated planning and engineering analysis costs, and potential funding sources techniques were used including site are provided in the table below. In observations, Highway Capacity addition, the map on the next page Manual (HCM) based intersection depicts the locations of the projects.

Town Center Transportation Study and Plan Recommendations Implementation Timeframe Project Estimated Project Potential Funding Project Title Short- Mid- Long- ID Costs Responsibilities Term Term Term • ARC (LCI funds) 1 Palm Street Extension ò $1,960,000 • City of Holly Springs Jackson Street Closure and P. • ARC (LCI funds) 2 ò $4,115,000 Rickman Industrial Access • City of Holly Springs • City of Holly Springs 3 Town Center Grid Network ò N/A • Site Developer 4 • ARC (LCI funds) Town Center Multimodal / ò $648,081 • City of Holly Springs Improvements CH-218 • Federal/GDOT Town Center Access • City of Holly Springs 5 ò N/A Improvements • Site Developer 6 • City of Holly Springs / Industrial Connector ò $8,089,200 • Cherokee County CH-215 • City of Holly Springs Hickory Street Corridor 7 ò $87,694,000 • Cherokee County Widening • Federal/GDOT • City of Holly Springs 8 Holly Springs Parkway Widening ò $45,711,000 • Cherokee County • Federal/GDOT P. Rickman Industrial – • City of Holly Springs 9 ò N/A Pinecrest Connections • Site Developer

N/A = Cost of project contingent on actual development plans and therefore cannot be estimated at this time Source: ARC Planning Level Cost Estimate Tool and ARC Envision 6 Regional Transportation Plan

City of Holly Springs, Georgia Town Center Transportation Study & Plan

EXECUTIVE SUMMARY

Holly Springs Transportation Study & Plan Recommended Projects

City of Holly Springs, Georgia Town Center Transportation Study & Plan

TABLE OF CONTENTS

SECTION PAGE I-INTRODUCTION 1 II-IDENTIFICATION OF EXISTING NEEDS 5 2.1 Data Collection 5 2.1.1 Review of Previous Studies 5 2.1.2 Site Visits 8 2.1.3 Traffic Data Collection 10 2.2 Analysis of Existing Conditions 14 2.2.1 Analysis Methodology 14 2.2.2 Level of Service Analysis 15 2.3 Safety Analysis 16 2.4 Existing Transportation Needs 16 III-IDENTIFICATION OF FUTURE NEEDS 18 3.1 Regional Transportation Growth 18 3.1.1 Travel Demand Model Based Growth 18 3.1.2 Historical Traffic Trends Based Growth 19 3.1.3 Traffic Forecast and Planning Analysis 19 3.2 Analysis of Future Conditions 23 3.3 Town Center Considerations 24 3.4 Future Transportation Needs 26 IV-STAKEHOLDER ENGAGEMENT 27 4.1 Stakeholder Meetings 27 4.2 Stakeholder Interviews 28 V- RECOMMENDATIONS 29 5.1 Project Recommendation Timeframe 29 5.2 Project Costs and Funding 35

APPENDIX A – Raw Traffic Counts APPENDIX B – Synchro Output APPENDIX C – Crash Analysis APPENDIX D – Stakeholder Engagement APPENDIX E – Planning Level Cost Estimates

City of Holly Springs, Georgia Town Center Transportation Study & Plan

TABLE OF CONTENTS

FIGURE PAGE 1.1 Holly Springs 2 1.2 Town Center Study Area 3 2.1 ARC Projects 7 2.2 Traffic Count Program 11 2.3 Daily Traffic Volumes 12 2.4 Existing AM/PM Peak Hour Volumes 13 3.1 Projected Daily Traffic Volumes 20 3.2 2020 Projected AM/PM Peak Hour Volumes 22 5.1 Recommended Projects 30 5.2 Palm Street Planning Concept 32 5.3 P. Rickman Industrial Access Concept 33

TABLE PAGE 2.1 LOS Thresholds for Unsignalized Intersections 14 2.2 LOS Thresholds for Signalized Intersections 15 2.3 Existing Level of Service 15 2.4 Existing Average Control Delay 15 3.1 Travel Demand Model and Existing Counts 18 3.2 Travel Demand Model Growth 18 3.3 Historical Traffic Trend Analysis 19 3.4 Daily Traffic Forecast 19 3.5 Planning Analysis of Number of Lanes Needed 21 3.6 2020 Level of Service 23 3.7 2020 Average Control Delay 23 5.1 Project Recommendations and Implementation Timeframe 29 5.2 Project Recommendation Cost and Funding 36

City of Holly Springs, Georgia Town Center Transportation Study & Plan

I - INTRODUCTION

The City of Holly Springs is a community Livable Centers’ Initiative (LCI), a located in central Cherokee County, program providing funding and Georgia with a U.S. Census estimated planning assistance from the Atlanta 2009 population of 9,126 people. Regional Commission (ARC), which Located between county seat Canton serves as both the City’s representative and the City of Woodstock, the City of Metropolitan Planning Organization Holly Springs is served by two major (MPO) and Regional Commission. The interchanges with Interstate 575 – one LCI program includes a variety of goals at Exit 11 (Sixes Road) and one at Exit 14 including the following: (Holly Springs Parkway). While the • Encouraging mixed-use community has historically been rural in development nature, suburban growth has moved northwards from Atlanta, particularly in • Enhancing community aesthetics the past 10 years. A map of the City’s • Improving access to multiple location is provided in Figure 1.1. transportation modes In addition to the Interstate 575 access, • Expanding housing and the City is served primarily by one major employment options north-south roadway (Holly Springs Parkway) which connects to the City to • Creating planning outreach Canton to the north and to Woodstock programs with the local to the south. The City is also served by community one major east-west roadway (Hickory Over the past decade, the town center Street), which connects the City to the area has been the focus of several Hickory Flat area located to the east. study initiatives as depicted in the The historical center of the City is graphic below. located near the intersection of these two roadways, which is also the 2002 location of the City of Holly Spring’s Transportation Study railroad depot located on the Georgia 2004 LCI Study Northeastern Railroad (GNRR), a short line freight railroad that connects Marietta, Georgia to Blue Ridge, 2006 Georgia. This immediate center of the Parking & Traffic City has been the focus of an ongoing Circulation effort to create a new town center 2009 development, which has been planned Trail for the area to the northeast of the Masterplan 2009 Holly Springs Parkway/Hickory Street Implementation intersection. A map of the City’s center / Action Plan (in effect the study area) is provided in 2010-2011 Figure 1.2. Town Center Transportation The town center planning effort has Plan largely been conducted as part of the

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I - INTRODUCTION

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 2

I - INTRODUCTION

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 3

I - INTRODUCTION

With the commencement of this study, the Town Center Transportation Study & Plan, the City seeks to perform the following: • Develop transportation improvements to facilitate town center progress • Develop a grid network for the town center • Plan for transportation impacts once the town center is implemented • Develop an action plan to implement and fund transportation projects As such, the study has been developed to incorporate a combination of both transportation planning and engineering methods with the goal in mind of developing feasible transportation projects that can be implemented in phases. While the study incorporated several analyses, to simplify the documentation process, the study is organized into the following four basic sections: • Identification of existing needs • Identification of future needs • Stakeholder engagement • Recommendations

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II – IDENTIFICATION OF EXISTING NEEDS

Existing needs in the town center An additional recommendation of the vicinity were identified using a variety of study was developed due to concerns procedures as documented in the about high levels of truck traffic on following section. Hickory Street in the central area. An ‘industrial connector’ was proposed for 2.1 such traffic to bypass the town center Data Collection connecting Hickory Street to Holly Data collection efforts including a Springs Parkway via a variety of substantial review of existing and new different alignment alternatives all of data relating to the town center area. which formed a northeastern arc The data collection effort consisted of around the town center area and three major components: included crossing the GNRR railroad through a variety of treatments • Review of previous studies including at-grade and grade- • Site visits separations. • Collection of traffic data The study also identified the need to align the intersection of Holly Springs Parkway and Holly Street to the 2.1.1 intersection of Holly Springs Parkway Review of Previous Studies and Hickory Street, an improvement which was subsequently implemented. The review of previous studies focused primarily on the studies pertaining to 2004 LCI Study the LCI and town center area. The The 2004 LCI study focused primarily on following is a summary of the findings conceiving the town center within from each study. central Holly Springs at its currently 2002 Transportation Study planned site northeast of the GNRR and Hickory Street. Similar to this study, this 2002 effort focused on transportation conditions in 2006 Parking & Traffic Circulation Study the immediate vicinity of central Holly This study refined some of the Springs. A major theme throughout the transportation ideas initially study was to make the area safe and recommended in the 2002 attractive to pedestrians and a variety Transportation Study while providing a of projects were subsequently variety of recommendations regarding proposed and implemented in the public parking provisions in the town vicinity of the Railroad Depot. center area. 2009 Trail Masterplan implementation status of the projects This 2009 study developed a trail and studies associated with the LCI. In network to serve the town center area. particular, the plan also serves as a formal documentation for the August 2009 Implementation & Action Plan 2008 charette that refined the town The 2009 implementation and action center concept from its incarnation plan served as a documentation of the developed as part of the 2004 LCI

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II – IDENTIFICATION OF EXISTING NEEDS

Study. The charette’s development of region is the Envision6 (the Plan 2040 the town center is shown in the image effort is underway currently) plan, below. which identified two transportation City of Holly Springs Comprehensive projects in the center of Holly Springs, Plan both of which are depicted in Figure 2.1: The City of Holly Springs Comprehensive Plan, adopted in February 2008, • CH-215: Industrial Drive extension reaffirmed the town center concept in from Holly Springs Parkway to the center of Holly Springs through the Hickory Road (the “industrial development of a future land use map. connector”) Atlanta Regional Commission Regional • CH-218: Hickory Road and Holly Transportation Plan Springs Parkway downtown pedestrian network The most recently adopted improvements. transportation plan for the Atlanta

August 2008 Charette

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2.1.2 Site Visits A series of site visits were conducted in particularly high and large queues the town center area in order to gain were not observed approaching the an understanding and appreciation of intersection but the inconsistency in the opportunities and challenges for traffic control on Hickory Street seems developing transportation projects to to create sporadic confusion regarding support the town center. The site visits vehicle right of way. were conducted during a variety of times of the day (morning peak, afternoon peak, mid-afternoon) on different days throughout the study effort. Additionally, the site visits were cross-referenced as part of the stakeholder engagement effort (documented in Section IV). The following is a summary of findings. Hickory Street and Palm Street intersection

This intersection was reviewed on several visits due to a variety of Hickory Street and GNRR challenges. Due to the proximity of the The location of the GNRR crossing in the intersection to both the GNRR crossing immediate vicinity of where Holly and the signalized intersection at Holly Springs Parkway, Jackson Street, and Springs Parkway, the major movements Palm Street can all be accessed by on Hickory Street are controlled Hickory Street (shown in the differently, with the eastbound photograph above) creates a variety movement (leaving the railroad of conflict points particularly due to the crossing and signalized intersection) combination of closely spaced under no control in order to prevent intersections and truck traffic. queue backups onto the railroad or Additionally, per regulation, school bus Holly Springs Parkway. In contrast, the traffic must come to a complete stop westbound movement is stop- before proceeding through the railroad controlled in order to meter traffic crossing. Due to a nearby school bus entering into the railroad crossing and yard on Hickory Street, several buses signalized intersection. While the stop- were observed at the railroad crossing control works effectively as a safety during the morning peak and mid- feature, it is exacerbated by queues afternoon causing additional extending from the Holly Springs congestion along Hickory Street that Parkway intersection that contribute to often extends into the adjacent larger queues on Hickory Street intersections. particularly in the morning and Hickory Street and Holly Springs afternoon peak periods. Additionally, Parkway traffic demand on Palm Street is not

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II – IDENTIFICATION OF EXISTING NEEDS

This intersection was until recently offset turn into the post office parking from Holly Street. While the recent lot. alignment of Hickory Street to Holly Hickory Street corridor Street at a single signalized intersection has addressed a variety of safety and The Hickory Street corridor is limited congestion issues, the intersection must mainly by the previously discussed still operate under a split phase issues at Holly Springs Parkway, the operation (eastbound traffic is GNRR crossing, and Palm Street. permitted separately from westbound traffic) due to site distance constraints. Holly Springs Parkway corridor While little congestion was observed on Holly Springs Parkway a few observations were made: • The intersection at Jackson Street presents a variety of site distance challenges due to both extreme horizontal and vertical curves (shown in the photograph to the right). There is a relatively high Jackson Street corridor demand of turning vehicles due to Jackson Street’s use as a cut- The Jackson Street corridor is through to avoid the intersection challenged by both the of Holly Springs Parkway and aforementioned intersection at Holly Hickory Street and access to the Springs Parkway and its intersection with P. Rickman industrial area. Hickory Street which closely spaced with Holly Springs Parkway, the GNRR • There are a number of access crossing, and Palm Street. With few management challenges businesses and residences located on including multiple access points Jackson Street, the road appears to be from Holly Springs Parkway to used primarily as access to the P. single businesses, minimal inter- Rickman industrial area and as a cut- parcel connectivity, and access through for traffic seeking to avoid the provided at less than optimal congestion at the intersection of Holly locations. For instance, access to Springs Parkway and Hickory Street. the post office is located immediately north of the already challenging intersection with Jackson Street. On several occasions, vehicles were observed turning from Jackson Street onto Holly Springs Parkway but did not pick up appropriate speed due to an immediate right

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II – IDENTIFICATION OF EXISTING NEEDS

2.1.3 Traffic Data Collection To supplement the site observations, traffic data was collected throughout the town center area. The count data consisted of peak period turning movement counts at intersections, 24 hour segment volume counts, and 24 hour vehicle classification counts. The data was collected on Tuesday, November 16. 2010 and Wednesday, November 17, 2010 (a typical work week while local schools were in session). The count program locations are depicted in Figure 2.2. The resulting daily traffic volumes are shown in Figure 2.3 indicating that the majority of traffic is on Hickory Street and Holly Springs Parkway to the north of the town center area. Additionally, the vehicle classification counts on both Hickory Street and Holly Springs Parkway indicate a relatively large presence of single unit trucks (which includes school buses) as shown in the graphic to the right. The AM and PM peak period turning movement counts were analyzed to determine the peak hour of traffic demand at each intersection within each peak period. The resulting AM and PM peak hour turning movement volumes are shown in Figure 2.4, respectively. Additionally, the raw count volumes are provided in Appendix A.

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2.2 Analysis of Existing Conditions Level of In order to quantify the existing conditions in the town center area, a Service traffic engineering analysis of typical weekday peak hour congestion was A - B conducted at the study area intersections. The following section defines the methodology and Level of documents the results of this analysis.

2.2.1 Service Analysis Methodology C - D The standard approach to defining traffic congestion is the use of Level of Service (LOS), a quantifiable measure Level of of congestion that is correlated to the delay experienced by the average vehicle. LOS is measured on a letter Service grade scale from A to F, with LOS A indicating free-flow conditions and LOS E - F F indicating severe congestion as shown in the graphic to the right. Source: FDOT Quality Level of Service Manual Typically, LOS E and F are defined as queue move-up time, stopped delay, undesirable – for the purposes of a and final acceleration delay. Several transportation impact analysis, factors affect the controlled delay for evidence of LOS E or F conditions unsignalized intersections, such as indicates the potential need to provide availability and distribution of gaps in transportation improvements. the conflicting traffic stream, critical gaps, and follow-up time for a vehicle The standard methodologies for in the queue. defining LOS are documented in the Highway Capacity Manual (HCM) and Table 2.1 vary by the type of intersection being LOS Thresholds for Unsignalized analyzed (signal controlled versus Intersections Average Control unsignalized). For unsignalized Level of Service intersections, the HCM defines LOS for Delay (sec/veh) ≤ each of the individual approaches that A 10.0 B > 10.0 and ≤15.0 are under stop control. For these C > 15.0 and ≤25.0 approaches, the average control delay D > 25.0 and ≤35.0 per vehicle correlates to LOS as shown E > 35.0 and ≤50.0 in Table 2.1. The average control delay F > 50.0 includes initial deceleration delay, Source: 2000 Highway Capacity Manual

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II – IDENTIFICATION OF EXISTING NEEDS

uniform gaps in traffic (for turning For signalized intersections, LOS is vehicles to turn into) are assumed. defined in terms of average control Converting Synchro into a SimTraffic delay per vehicle for all movements, visual simulation (where the interaction which is composed of initial of adjacent intersections is deceleration delay, queue move-up incorporated and therefore gaps in time, stopped delay, and final traffic are better estimated) of traffic acceleration delay. Table 2.2 presents did not indicate any noteable LOS thresholds for signalized congestion. Likewise, LOS at the Palm intersections. Street intersection could not be determined due to limitations in the Table 2.2 analysis but the SimTraffic simulations LOS Thresholds for Signalized did indicate congestion in the Intersections westbound direction as has been Average Control Delay Level of Service observed in the site visits. (sec/veh) A ≤ 10.0 Table 2.3 B > 10.0 and ≤20.0 Existing Level of Service C > 20.0 and ≤35.0 Intersection AM PM D > 35.0 and ≤55.0 Holly Springs Parkway @ Hickory Street C D E > 55.0 and ≤80.0 Holly Springs Parkway @ Jackson Street F > 80.0 Jackson Street Stop Approach B B Source: 2000 Highway Capacity Manual Jackson Street @ P. Rickman Industrial P. Rickman Stop Approach A B 2.2.2 Hickory Street @ Jackson Street Level of Service Analysis Jackson Street Stop Approach C C Hickory Street @ Palm Street The analysis to determine existing peak Hickory Street Stop Approach N/A N/A hour LOS was conducted using Synchro Palm Street Stop Approach N/A N/A Hickory Street @ Hickory Springs Industrial 7.0, a software program that utilizes the Hickory Springs Industrial Stop Approach C F methodologies recommended in the N/A = intersection configuration not allowed in HCM analysis HCM. The LOS results are indicated in Table 2.3, with the correlated average Table 2.4 delays indicated in Table 2.4. Raw Existing Average Control Delay output from Synchro is included in (sec/veh) Appendix B. Intersection AM PM Holly Springs Parkway @ Hickory Street 28.8 44.9 The results indicate LOS D or better Holly Springs Parkway @ Jackson Street Jackson Street Stop Approach 12.2 13.8 conditions with the exception of the Jackson Street @ P. Rickman Industrial Hickory Springs Industrial intersection in P. Rickman Stop Approach 9.5 10.1 the PM peak hour. Site observations Hickory Street @ Jackson Street Jackson Street Stop Approach 16.8 18.6 did not indicate any major congestion Hickory Street @ Palm Street issues at the intersection and the Hickory Street Stop Approach N/A N/A analysis results are more likely due to Palm Street Stop Approach N/A N/A Hickory Street @ Hickory Springs Industrial limitations inherent in analyzing Hickory Springs Industrial Stop Approach 20.3 53.3 unsignalizing intersections in which N/A = intersection configuration not allowed in HCM analysis

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continue while offering shorter term 2.3 relief. The following is a summary of Safety Analysis why these needs were determined.

In addition, to supplement the site Jackson Street Closure and Access to P. reviews a transportation safety analysis Rickman Industrial Area was conducted of the town center The main concern with Jackson Street is area. This was conducted by collecting associated with its access. At Holly crash data in the study area from the Springs Parkway, the intersection angle years 2005 through 2009. Analysis of the creates a potential safety hazard for crash data, did not indicate any vehicles turning from Jackson Street as patterns or crashes of correctible well as vehicles on Holly Springs nature. The raw crash data is provided Parkway approaching the intersection. in Appendix C. While the analysis of crashes did not indicate any overall patterns that could 2.4 be mitigated, the intersection remains a Existing Transportation Needs challenge for Holly Springs. Likewise, Jackson Street’s connection to Hickory Based on the analyses conducted of Road, immediately to the west of the the existing conditions, the major GNRR crossing creates additional safety congestion and safety issues were and congestion issues. While there determined to be the connections to have been some thoughts to modify Jackson Street and the area Jackson Street to be a northbound surrounding the GNRR crossing and the one-way street, there will be limitations adjacent intersections. Therefore the using this approach in providing access following needs were articulated: to the P. Rickman Industrial area. In Need to close access to Jackson • keeping with the City’s long term goals Street and provide new access to enhance the downtown area, the to P. Rickman Industrial best option is likely to close the access Need to limit conflict points on • from Holly Springs Parkway and Hickory Hickory Street near the GNRR Street to Jackson Street and replace crossing, including moving major access to the P. Rickman Industrial area access to Palm Street away from through a new connection directly to the railroad Holly Springs Parkway. While the need to construct the

‘industrial connector’ to divert traffic Limit Conflict Points On Hickory Street away from the Hickory Street/GNRR Corridor crossing has been strong in the community for some time, these two Along Hickory Street, the numerous needs will also address the issues at the conflict points in the short distance crossing and can be resolved through between Palm Street and Holly Springs easier-to-implement and cheaper Parkway needs to be reduced. Closing transportation projects, allowing efforts the access to Jackson Street will to plan the ‘industrial connector’ to reduce some of these conflicts, but

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II – IDENTIFICATION OF EXISTING NEEDS treatment is needed for the Palm Street value, this new intersection could act intersection as well. The current stop as a gateway into the new town center control on the westbound approach at and tie into whatever transportation this intersection causes both congestion network is eventually developed and confusion to drivers regarding internal to that site. vehicular right of way due to the free flow control on the eastbound Hickory Street approach.

The intersection’s adjacency to the GNRR crossing also creates challenges. While previous ideas have included signalizing the intersection and tying the phasing to the Holly Springs Parkway intersection there are numerous challenges to this strategy. • First, the peak hour volumes at the intersection and crash history at the intersection would not likely warrant a signal. • Second, if such a strategy were implemented, a complicated phasing would need to be utilized to coordinate all the movements between Holly Street, Hickory Street, Holly Springs Parkway, and Palm Street. This phasing would likely create more congestion through the area and would need to be similar to the set up previously used along Holly Springs Parkway to coordinate the separate intersections at Holly Street and Hickory Street.

Therefore, the best option is to limit access to Palm Street at its current location and supplement this access by an extension of Palm Street further to the east along Hickory Street in order to remove the major turning movements from its immediate adjacency to the GNRR crossing and Holly Springs Parkway intersection. As an additional

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III – IDENTIFICATION OF FUTURE NEEDS

To identify future needs of the town Table 3.1 center area, it was necessary to define Travel Demand Model and Existing what may affect transportation Counts Holly Springs conditions in the future. The following Hickory Street, Parkway, north section addresses the analyses and Data east of Town of Hickory methods used to address future Center Street condition and establish future 2005 GDOT 12,410 N/A transportation needs. Count 2005 Travel 3.1 Demand 10,760 10,380 Regional Transportation Growth Model 2010 Project 11,900 10,900 To develop regional transportation Count growth, there are two generally 2010 Travel accepted methods. As population and Demand 11,430 12,540 employment growth rates cannot be Model correlated directly to transportation growth, travel demand models are Establishing that the model’s often used to translate expectations in predicative capabilities in Holly Springs future development to traffic growth. are strong, future year travel demand Likewise, analysis of historical traffic model output for the year 2030 was volumes can often suggest statistically compared to the 2005 and 2010 counts valid patterns in growth that can be as shown in Table 3.2. extrapolated to estimate future conditions. Table 3.2 Travel Demand Model Growth 3.1.1 Holly Springs Hickory Street, Travel Demand Model Based Growth Parkway, north Data east of Town of Hickory Center Travel demand models are useful tools Street to correlate population and 2005 Travel employment growth into transportation Demand 10,760 10,380 demand. In the Atlanta region, ARC Model develops and maintains a travel 2010 Travel Demand 11,430 12,540 demand model for a variety of uses Model including developing long range 2030 Travel transportation plans and determine air Demand 19,240 24,490(1) quality conformity. Table 3.1 Model summarizes both actual count data 2010 – 2030 and model projected data in existing Annual 3.4% 4.8% Growth Rate conditions, indicating that the model is (1) Model projection includes volumes on Industrial generally reasonable in predicting Connector which is included as a future east-west alternative to Hickory Road in the 2030 model traffic volumes in the Holly Springs area.

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III – IDENTIFICATION OF FUTURE NEEDS

The model indicates very aggressive reasonable to sustain over a long annual growth rates of 3.4 percent on period of time moving into the future. Holly Springs Parkway and 4.8 percent on Hickory Street. While these rates are As a result of the declining growth rate generally high, they are based on the indicated by using the historical traffic general assumption that Holly Springs trend analysis, the model growth rates (as well as Cherokee County and the shown in Table 3.2 are most appropriate northern suburbs of Atlanta) will for forecasting future conditions. continue to aggressively grow despite the current economic downturn. 3.1.3 3.1.2 Traffic Forecast and Planning Historical Traffic Trends Based Growth Analysis Georgia Department of Transportation To develop a planning level analysis of (GDOT) historical traffic counts were long term future conditions, the model analyzed in the Holly Springs area. Only based growth rates were projected to a one location (Count Station # 0016) is variety of future years to estimate daily located in the immediate vicinity of the traffic on the major area transportation town center area on Holly Springs facilities. For Holly and Palm Streets, the Parkway, north of Hickory Street. Using growth rate determined for Hickory a trend analysis of this historical data, Street was utilized. The results are shown an R2 (a value representing the in Table 3.4 and Figure 3.1. statistical strength of the trend where 75 percent or better is typically considered Table 3.4 strong) and annual growth rate was Daily Traffic Forecast

t ,

t f determined, as shown in Table 3.3. y

y y e e f o a

a a e f e o t r r

w

s t o t w w

k h S S a k k t r t

r r s e y u a

Table 3.3 y

r a a r e

, P o t t P P o

o s , w r

k

e e k

Historical Traffic Trend Analysis s s s , , e t c t e e c t g g g

Data i i r r e e Holly Springs t t n n n n H i i i H

e S S

r r r e e

f r f r t

Data Parkway, north of p p t p y y o o C r S r

S S S S

o o h h Hickory Street n y y y y t t l l k l l k m l l l l l r w u c c o o i o o i o 2005 GDOT Count 12,410 a o o 2006 GDOT Count 12,610 H n H s H T H H P H 2010 2007 GDOT Count 11,990 11,900 8,100 10,900 4,700 2,000 2008 GDOT Count 11,690 Traffic 2020 2009 GDOT Count 11,710 15,900 10,900 16,100 7,000 3,000 R2 79.2% Traffic 2030 Growth Rate -1.97% 20,000 13,600 21,400 9,200 3,900 Traffic 2040 24,000 16,400 26,600 11,500 4,900 Despite a strong statistical correlation, Traffic the traffic trend analysis indicates a declining growth rate, which while realistic in recent years during the economic downturn would not be

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These forecasted volumes were then compared to generalized LOS thresholds developed by the Georgia Regional Transportation Authority Table 3.5 (GRTA). These thresholds represent Planning Analysis of Number of Lanes generalized conditions in which Needed

t , t f y

additional through lanes would be y y e e f o a

a a e f e o t r r

w s t o required to avoid a LOS of F. As shown t w w

k h S S a k k t r t

r r s e y u a y

in , if these growth rates were

Table 3.5 r a a r e

, P o t t P P o

o s , w r

k

e e k s s s to sustain themselves, it is likely that , , e t c t e e c t g g g i

Data i r r e e t t n n n n H i i i widening to four lanes would be H

e S S

r r r e e

f r f r t p p t p y y o o C S r r

S S S S

necessary to accommodate future

o o h h n y y y y t t l l k l l k m l l l l l r w traffic demand on Holly Springs Parkway u c c o o i o o i o a o o as early as 2030 and as early as 2020 on H n H s H T H H P H Hickory Street. LOS F threshold 16,000 16,000 16,000 16,000 16,000 (1) 2010 Lanes 2 2 2 2 2 Needed 2020 Lanes 2 2 4 2 2 Needed 2030 Lanes 4 2 4 2 2 Needed 2040 Lanes 4 4 4 2 2 Needed

(1) Source: GRTA DRI Technical Guidelines. Threshold based on non-state major city and county roadways. In addition, the growth rates were applied to the 2010 AM/PM peak hour volumes shown previously on Figure 2.4 to develop AM and PM peak hour volumes for the year 2020. This year was chosen for the detailed peak hour forecast in order to isolate any issues indicated by the analysis associated more with the long term lane needs throughout the corridor and instead focus on the detailed intersection and operational issues that can be anticipated. The resulting volumes are shown in Figure 3.2.

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III – IDENTIFICATION OF FUTURE NEEDS

Table 3.7 2020 Average Control Delay (sec/veh) Intersection AM PM Holly Springs Parkway @ Hickory Street 47.2 149.6 Holly Springs Parkway @ Jackson Street Jackson Street Stop Approach 15.2 20.0 Jackson Street @ P. Rickman Industrial P. Rickman Stop Approach 10.2 11.2 Hickory Street @ Jackson Street Jackson Street Stop Approach 29.4 39.3 Hickory Street @ Palm Street Hickory Street Stop Approach N/A N/A Palm Street Stop Approach N/A N/A Hickory Street @ Hickory Springs Industrial Hickory Springs Industrial Stop Approach 43.8 363.6 N/A = intersection configuration not allowed in HCM analysis

The results indicate a general worsening 3.2 of traffic conditions with several Analysis of Future Conditions instances of LOS E or F. However, at the As with the analysis to determine unsignalized intersections the LOS E and existing peak hour LOS, an analysis of F results appear to be due mostly to the 2020 conditions was conducted using previously mentioned limitation in the Synchro 7.0. The was conducted using analysis assuming uniform gaps in traffic. the existing number of lanes and However, the congestion predicted at intersections (i.e. no extension of Palm the signalized intersection of Holly Street, Jackson Street remaining open) Springs Parkway and Hickory Street in order to prepare an assessment of does appear to be reasonably the future. The LOS results are indicated estimated due to the combination of in Table 3.6, with the correlated the split phase operation (eastbound average delays indicated in Table 3.7. and westbound being permitted in Raw output from Synchro is included in separate phases) of the signal a Appendix B. particularly high southbound left turning movement that would typically require Table 3.6 dual turn lanes. Without a downstream 2020 Level of Service widening of Hickory Street (which would Intersection AM PM be challenging due to the proximity of Holly Springs Parkway @ Hickory Street D F the GNRR crossing and the railroad Holly Springs Parkway @ Jackson Street depot), such an improvement could C C Jackson Street Stop Approach not be installed. This LOS result Jackson Street @ P. Rickman Industrial P. Rickman Stop Approach B B underscores the long term need to Hickory Street @ Jackson Street widen Hickory Street and/or provide an Jackson Street Stop Approach D E alternative east-west movement Hickory Street @ Palm Street Hickory Street Stop Approach N/A N/A around the town center area (i.e. the Palm Street Stop Approach N/A N/A “industrial connector). Hickory Street @ Hickory Springs Industrial Hickory Springs Industrial Stop Approach E F N/A = intersection configuration not allowed in HCM analysis

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 23

III – IDENTIFICATION OF FUTURE NEEDS

transportation opportunities within the 3.3 town center – in particular, such a Town Center Considerations system will minimize the possibility of traffic having to utilize Hickory Street to The aggressive growth rates and the travel from one side of the town center manner in which they were developed to another. (using the travel demand model) would typically indicate that general traffic growth anticipated with the town center is already incorporated into the traffic forecast. Likewise, as the town center concept evolves and specific site plans and development expectations are made for the site, the site’s developer may be required to perform a detailed traffic analysis to determine the specific short-term impacts of the site. To avoid speculation of what will eventually occur at the site, such an analysis is not replicated for this study. However, by the use of the aggressive growth rates throughout the study area, the general impacts likely to be associated with the town center are incorporated into planning the transportation needs of the major roadways surrounding the town center. Vehicular access to the site may also However, there are some general site include a variety of options. The Palm and access needs that are relevant Street extension suggested in Section regardless of the outcome of 2.4 is a logical tie-in location for the development in the town center. As main vehicular access to the town developed in the previous planning center. Depending on the traffic efforts relating to the town center, there generated specifically by the site, a four are a variety of considerations that way intersection with Hickory Street to should be undertaken in developing the the east and west, Palm Street to the site. south, and the town center to the north may require a traffic signal or Among the most important roundabout treatment. While a traffic considerations is the use of a ‘grid’ signal would be the typical choice for network of roadways internal to the such an intersection, the roundabout town center. While such a grid would (despite some initial unease in the be relatively small, it will allow for community) may be a more effective

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 24

III – IDENTIFICATION OF FUTURE NEEDS option in addressing traffic congestion any benefit derived from limiting access and could act as a gateway in the to Palm Street at its current location town center. Additional vehicular adjacent to the GNRR crossing. access into the town center from Hickory Street should be considered Additionally, providing multimodal carefully. While several additional access to the town center may be access points from Hickory Street would critical to its success. As envisioned by reinforce an on-site ‘grid’ network, a the community, the town center will series of several closely spaced include a variety of different land uses intersections could create safety and utilizing urban design principles that congestion issues along Hickory Street. promote walking and biking within in In short, the goal should be to seek a addition to the possible use of balance between accessibility to the recreational space on the site. By site and maintaining safe and efficient providing walking and biking options to traffic flow on Hickory Street. the site that can connect to surrounding areas of Holly Springs, the A particular location to not provide site’s viability and relationship to the vehicular access to the town center larger community can be reinforced. that has been included in several Additionally, this can encourage Holly previous conceptions of the town Springs residents to not use their vehicles center is directly across from Palm Street to access the town center, which at Brackett Plaza. While vehicular cumulatively can help with traffic access will likely need to be retained to congestion concerns. Likewise, if the the Signature Walk at Brackett Plaza town center ends up hosting events and existing business, providing full such as concerts, outdoor movies, and access to the town center would undo festivals (like several other Atlanta region town centers), providing means for local residents to access the town center without having to use their vehicle will certainly reduce congestion associated with such events in addition to limiting the parking capacity needed in the town center area.

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 25

III – IDENTIFICATION OF FUTURE NEEDS

3.4

Future Transportation Needs Future transportation needs in the study area include both mid-term and long- term needs. Mid-term needs are those that will directly impact the town center’s site planning and access as documented in Section 3.3. These include: • Developing an on-site “grid” network • Providing multi-modal transportation access to the site • Providing vehicular access to the site Long term transportation needs in the study area will likely include addressing general traffic growth in the town center area. Analysis indicates that should traffic grow aggressively in the future, there will likely be a need to widen both Holly Springs Parkway and Hickory Street from two to four lanes. Likewise, the ongoing need for the ‘industrial connector’ will be significantly stronger should Hickory Street traffic grow as projected. In fact, the current at-grade crossing on Hickory Street at the GNRR will likely continue to be a challenge even if some of the existing needs are addressed. If Hickory Street does need to be widened in the future, a grade- separated ‘industrial connector’ that would act as an extension of Hickory Street could be considered as a phase of that overall project. Additionally, the intersection of Holly Springs Parkway and Hickory Street is anticipated to operate under increasingly congested conditions which may be mitigated by some combination of widening Hickory Street and/or constructing the “Industrial Connector”.

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 26

IV - STAKEHOLDER ENGAGEMENT

To gain a better understanding of the town center was discussed. The day to day transportation issues in Holly general consensus was that while the Springs and to vet recommendations, a ‘industrial connector’ is needed, stakeholder group was developed by challenges in its implementation would the City of Holly Springs. The likely require the project to be stakeholder engagement effort incorporated into the later phases of included two stakeholder meetings and the plan. Additional discussion one-on-one interviews with select focused on multimodal transportation stakeholders. While meeting and improvements and their interview notes are included in appropriateness in Holly Springs. Their Appendix D, the following is a summary direct correlation to developing the of the effort. Please note that the town center was reinforced but there names of stakeholders spoken to in the were some concerns within the group stakeholder interviews and meetings about the overall appropriateness of are not included in order to protect any implementing multimodal facilities desired anonymity of their comments. throughout the community.

4.1 Stakeholder Meetings Stakeholder Meeting # 2 Stakeholder meetings were held in the At the second meeting, the majority of evenings on two occasions: Thursday, project work had been completed February 17, 2011 and Thursday, March (including the stakeholder interviews 31, 2011. Each stakeholder meeting documented in Section 4.2) and the included a short presentation discussion focused mostly on summarizing the context, goals, and preliminary recommendations. As part methods used for the study. However, of the discussion, the group generally the majority of meeting time was agreed that the best short term projects dedicated to a group dialogue about to pursue would be the Jackson Street the transportation issues in Holly Springs. closure/P. Rickman Industrial access and Palm Street extension. Additional

discussion focused again on the long Stakeholder Meeting # 1 term need to implement the industrial At the time of the first stakeholder connector as well as the long term meeting, the existing needs analysis needs for Holly Springs Parkway and had been conducted and the future Hickory Street. needs analysis had begun. Therefore Additional discussion focused on the the discussion focused on both existing town center itself and establishing and and future needs as well as tentative confirming the goals of the community. solutions. In general, the stakeholder There was some stakeholder concern group reinforced the ideas developed due to the current economic condition by the concept team to address and how it could affect the eventual Jackson Street and Hickory Street issues. use of the site. Likewise, a long discussion of ‘industrial connector’ and its relationship to the

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 27

IV - STAKEHOLDER ENGAGEMENT

4.2

Stakeholder Interviews One-on-one stakeholder interviews were conducted beginning the week of March 14, 2011 and included a set of pre-developed questions that were sent to each interviewee prior to the interview. The questions were: 1) Which of the proposed projects would best serve as a catalyst for development?

2) Which of the proposed projects is critical to development of the Town Center?

3) What barriers to project implementation are anticipated?

4) How do these projects rank within other community priorities?

5) To reach as broad an audience as possible, who should be involved in the study that could otherwise be overlooked?

6) Who may be opposed to the project(s) and why?

7) What would you like to see as an outcome of the Holly Springs Town Center Transportation Study?

8) What other transportation projects should be considered?

The interviews were conducted by telephone at the stakeholders’ convenience and were used to supplement the stakeholder meetings. In general, the stakeholders were supportive of the study team’s ideas with many ranking either the Palm Street extension or ‘industrial connector’ as the largest priority. Some concern was expressed regarding the vision for the town center site, which was subsequently clarified at the second stakeholder meeting.

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 28

V - RECOMMENDATIONS

As suggested throughout the report, 5.1 the recommendations were developed Project Recommendation Timeframe with a combination of professional observations (site visits), technical Table 5.1 summarizes each project and analysis, and stakeholder engagement. a relative timeframe for implementation The transportation needs were given the technical assessment, relative developed into projects and vetted for ease of implementation, and general feasibility in addition to any stakeholder concerns. The projects are stakeholder concerns. also depicted on Figure 5.1. The table and figure are followed by a summary of each project recommendation.

Table 5.1 Project Recommendations and Implementation Timeframe Implementation Project Timeframe Project Title Description ID Short- Mid- Long- Term Term Term • Limit access to Palm Street at Hickory Street through either a right-in/right-out modification or elimination of access altogether 1 Palm Street Extension ò • Replace existing full access to Palm Street by extending Palm Street eastward (away from the GNRR crossing) to a new intersection on Hickory Street • Close access to Jackson Street from Holly Springs Parkway and Hickory Street Jackson Street • Replace existing access with a new roadway connection Closure and P. 2 from P. Rickman Industrial to Holly Springs Parkway ò Rickman Industrial • Coordinate with potential other phases of project Access including Industrial Connector (project # 6) and Hickory Street Corridor widening (project # 9) Town Center Grid • As town center develops, utilize an internal grid network 3 ò Network of roadways 4 Town Center • Develop multimodal access to the town center / Multimodal • Coordinate as appropriate with previously planned ARC ò CH-218 Improvements project CH-218 and Trail Masterplan recommendations • Provide vehicular access to the town center at select Town Center Access locations along Hickory Street 5 ò Improvements • Position new intersection with Palm Street extension as the major entrance into the town center • Provide a new grade-separation over the GNRR in order 6 to alleviate Hickory Street / I n dustrial Connector • Coordinate with potential other phases of project include ò CH-215 P. Rickman Industrial access (project # 2) and Hickory Street Corridor widening (project # 7) • Widen Hickory Street from Holly Springs to Hickory Flat Hickory Street • Coordinate with potential other phases of project include 7 ò Corridor Widening P. Rickman Industrial access (project # 2) and Industrial Connector (project # 6) • Widen Holly Springs Parkway from current four lane Holly Springs Parkway section south of I-575 to Hickory Street/Industrial 8 ò Widening Connector or current four lane section north of Sixes Road P. Rickman Industrial • Develop a grid network in the area bounded by Holly 9 – Pinecrest Springs Parkway to the west, P. Rickman Industrial to the ò Connections east and south, and Pinecrest Road to the north

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 29

V - RECOMMENDATIONS

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 30

V - RECOMMENDATIONS

Project # 1 Palm Street extension Project # 2 The Palm Street extension project would Jackson Street Closure and P. Rickman realign Palm Street south of Hickory Industrial Access Street so that it intersects Hickory Street east of the fire station (and away from The Jackson Street closure would the GNRR crossing and Holly Springs remove access to and from Jackson Parkway). The roadway would include Street from both Holly Springs Parkway one lane in each direction and and Hickory Street. Initially, Jackson sidewalks on both sides of the street. Street could remain open in between Initially, traffic control on Hickory Street these intersections (with cul-de-sac could most likely under a free-flow treatments at the closed intersections) condition in both directions with a stop in order to retain access to existing control on Palm Street approaching businesses and residences but could northbound. However, at some point in eventually be closed altogether as the the future signalization could be town center develops and properties necessary especially if this new are potentially redeveloped (as shown intersection would serve as the main in the August 2008 charette drawings). vehicular access into the town center In order to maintain access to P. (see Project # 5). The existing part of Rickman Industrial Drive, the Jackson Palm Street that currently intersects Street closure would occur in Hickory Street immediately east of the coordination with the construction of a GNRR crossing would subsequently be new two lane roadway providing a modified to discourage through traffic. direct connection from Holly Springs A variety of different strategies could Parkway to P. Rickman Industrial Drive. be used including: This project could potentially be • Traffic calming considered a western phase of the • Modifying the current intersection Industrial Connector (Project # 6, CH- to a right-in/right-out use only 215). • Closing direct access to Hickory Street Due to the intended short-term nature of this project, a preliminary concept Due to the intended short-term nature drawing was developed to gauge the of this project, a preliminary concept feasibility of implementing the project. drawing was developed to gauge the This drawing took into account the feasibility of implementing the project. effect of speed on the roadway This drawing took into account the curvature, site distances at the effect of speed on the roadway intersections, and attempted to curvature, site distances at the minimize right-of-way acquisition. intersections, and attempted to Figure 5.3 depicts the preliminary minimize right-of-way acquisition. concept drawing and typical section. Figure 5.2 depicts the preliminary concept drawing and typical section.

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 31

V - RECOMMENDATIONS

FIGURE 5.2 Palm Street Planning Concept

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 32

V - RECOMMENDATIONS

FIGURE 5.3 P. Rickman Industrial Access Planning Concept

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 33

V - RECOMMENDATIONS

Project # 3 Town Center Grid Network Project # 6 / CH-215 Industrial Connector An internal town center grid network is recommended to be developed As an ongoing planned project, the contingent with the development of Industrial Connector should include a the town center site. Such a network grade separated crossing over the would allow for effective on-site GNRR connecting Hickory Street to Holly circulation. In general, a network such Springs Parkway in some manner along as the one suggested in the August the northeastern arc of the town 2008 charette drawings would be center. This project could potentially tie appropriate. into other recommendations included here including the connection from Project # 4 / CH-218 Holly Springs Parkway to P. Rickman Town Center Multimodal Improvements Industrial (Project # 2) and the Hickory Street corridor widening (Project # 7).

In order to provide a multitude of Project # 7 transportation opportunities to and Hickory Street Corridor Widening from the town center, pedestrian and bicycle facilities should be constructed A Hickory Street corridor widening from to connect the town center with the two to four lanes could be necessary at surrounding community. Several some point in the future and plans for its previously planned projects meet the eventual widening to also include spirit of this concept including the bicycle and pedestrian facilities should recommendations of the Trail be considered. An appropriate Masterplan as well as ARC Project CH- widening location would be from the 218. In coordination with the town Hickory Flat area (at SR 140) to Holly center development, an appropriate Springs Parkway. Widening the first phase could be to provide a multi- roadway at the GNRR crossing and in use path parallel to the Hickory and front of the rail depot could be Holly Street corridors. challenging as well as redundant to the

Project # 5 Industrial Connector (Project # 6). Town Center Access Improvements Therefore, a widening of Hickory Street could potentially be considered a Vehicle access to the town center phase of the Industrial Connector. should include a limited number of Project # 8 intersections along Hickory Street. Holly Springs Parkway Widening Having a single full access main entrance to the town center is A Holly Springs Parkway widening from encouraged with an appropriate two to four lanes could also be location being at the newly created necessary at some point in the future Palm Street extension/Hickory Street and should be considered. This project intersection (Project # 1).

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 34

V - RECOMMENDATIONS would widen the roadway and incorporate bicycle and pedestrian 5.2 facilities from its current four lane Project Costs and Funding section south of I-575 to one of two termini points: the more immediate Project costs were estimated using the need would extend to Hickory Street (or ARC planning Level Cost Estimation Tool Project # 6, the Industrial Connector or previous costing efforts (as in the should it be built as an alternative to case for the previously planned ARC Hickory Street) while a second phase projects CH-215 and CH-218 that would extend to the four lane section dovetail with the recommendations of just north of Sixes Road. this study). Assumptions were made for implementation schedule in order to Project # 9 incorporate inflation rates into the P. Rickman Industrial – Pinecrest estimates. The raw cost estimate sheets Connectors are provided in Appendix E.

In the spirit of continuing a grid system Additionally, potential funding sources and providing connectivity, future were identified based on the nature of connections should be considered as each project and the types of funding appropriate in the area bounded by each project may subsequently be Pinecrest Road to the north, P. Rickman eligible to receive. The cost estimates Industrial Drive to the east and south, and potential funding sources are and Holly Springs Parkway to the west. shown in Table 5.2.

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 35

V - RECOMMENDATIONS

Table 5.2 Project Recommendation Cost and Funding

Implementation Timeframe Project Estimated Project Potential Funding Project Title Short- Mid- Long- ID Costs Responsibilities Term Term Term • ARC (LCI funds) 1 Palm Street Extension ò $1,960,000 • City of Holly Springs Jackson Street Closure and P. • ARC (LCI funds) 2 ò $4,115,000 Rickman Industrial Access • City of Holly Springs • City of Holly Springs 3 Town Center Grid Network ò N/A • Site Developer 4 • ARC (LCI funds) Town Center Multimodal / ò $648,081 • City of Holly Springs Improvements CH-218 • Federal/GDOT Town Center Access • City of Holly Springs 5 ò N/A Improvements • Site Developer 6 • City of Holly Springs / Industrial Connector ò $8,089,200 • Cherokee County CH-215 • City of Holly Springs 7 Hickory Street Corridor Widening ò $87,694,000 • Cherokee County • Federal/GDOT • City of Holly Springs 8 Holly Springs Parkway Widening ò $45,711,000 • Cherokee County • Federal/GDOT P. Rickman Industrial – Pinecrest • City of Holly Springs 9 ò N/A Connections • Site Developer

N/A = Cost of project contingent on actual development plans and therefore cannot be estimated at this time Source: ARC Planning Level Cost Estimate Tool and ARC Envision 6 Regional Transportation Plan

City of Holly Springs, Georgia Town Center Transportation Study & Plan Page 36

APPENDICES

APPENDIX A Raw Traffic Counts

City of Holly Springs, Georgia Town Center Transportation Study & Plan

All Traffic Data Services, Inc. Page 1

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 6 Station ID: 6 PALM ST. SOUTH OF HICKORY ST.

Latitude: 0' 0.000 Undefined

Start 17-Nov-10 NB Hour Totals SB Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 0 13 4 16 12:15 0 13 4 11 12:30 0 16 0 11 12:45 3 15 3 57 1 16 9 54 12 111 01:00 0 9 0 16 01:15 0 10 1 15 01:30 0 16 1 16 01:45 1 13 1 48 1 13 3 60 4 108 02:00 0 21 0 18 02:15 0 14 0 22 02:30 0 15 0 18 02:45 0 23 0 73 1 14 1 72 1 145 03:00 0 13 0 13 03:15 0 19 0 10 03:30 1 16 2 17 03:45 3 12 4 60 0 19 2 59 6 119 04:00 1 17 0 20 04:15 1 27 0 19 04:30 1 17 0 28 04:45 0 18 3 79 2 17 2 84 5 163 05:00 3 30 0 23 05:15 2 13 1 28 05:30 3 23 1 27 05:45 4 19 12 85 3 21 5 99 17 184 06:00 12 16 1 21 06:15 13 15 3 23 06:30 17 18 3 15 06:45 15 15 57 64 3 10 10 69 67 133 07:00 19 6 11 22 07:15 36 9 11 13 07:30 31 8 19 13 07:45 36 11 122 34 16 12 57 60 179 94 08:00 18 7 12 11 08:15 12 11 11 9 08:30 17 7 13 16 08:45 18 7 65 32 12 7 48 43 113 75 09:00 15 8 11 11 09:15 12 11 8 10 09:30 20 5 10 7 09:45 20 8 67 32 7 11 36 39 103 71 10:00 10 4 11 6 10:15 14 3 5 5 10:30 13 4 15 10 10:45 14 4 51 15 15 1 46 22 97 37 11:00 12 3 4 4 11:15 7 0 12 5 11:30 17 4 14 1 11:45 14 1 50 8 20 1 50 11 100 19 Total 435 587 269 672 704 1259 Percent 42.6% 57.4% 28.6% 71.4% 35.9% 64.1% Grand Total 435 587 269 672 704 1259 Percent 42.6% 57.4% 28.6% 71.4% 35.9% 64.1%

ADT ADT 1,963 AADT 1,963 All Traffic Data Services, Inc. Page 1

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 5 Station ID: 5 HOLLY SPRINGS PKWY SOUTH OF HICKORY ST

Latitude: 0' 0.000 Undefined

Start 17-Nov-10 NB Hour Totals SB Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 5 62 3 66 12:15 6 80 2 73 12:30 6 52 5 76 12:45 3 79 20 273 1 81 11 296 31 569 01:00 4 68 1 52 01:15 4 65 5 64 01:30 0 70 0 50 01:45 2 73 10 276 0 59 6 225 16 501 02:00 3 74 0 71 02:15 1 74 0 68 02:30 1 77 1 70 02:45 1 63 6 288 3 61 4 270 10 558 03:00 2 83 1 77 03:15 1 93 4 60 03:30 2 86 6 57 03:45 3 63 8 325 1 60 12 254 20 579 04:00 1 62 5 83 04:15 2 76 8 58 04:30 1 90 4 70 04:45 2 96 6 324 10 65 27 276 33 600 05:00 5 101 17 75 05:15 1 105 23 69 05:30 12 89 33 69 05:45 14 86 32 381 39 61 112 274 144 655 06:00 16 84 47 69 06:15 25 91 79 59 06:30 21 100 91 42 06:45 34 71 96 346 90 59 307 229 403 575 07:00 44 56 90 43 07:15 43 51 85 25 07:30 53 58 101 42 07:45 74 53 214 218 102 31 378 141 592 359 08:00 60 44 89 20 08:15 53 41 69 24 08:30 52 38 88 27 08:45 44 34 209 157 63 23 309 94 518 251 09:00 52 32 57 16 09:15 45 31 62 24 09:30 39 33 70 14 09:45 41 19 177 115 57 14 246 68 423 183 10:00 48 28 45 11 10:15 49 19 77 9 10:30 50 16 60 8 10:45 60 12 207 75 53 11 235 39 442 114 11:00 55 13 52 8 11:15 54 15 37 10 11:30 55 8 66 4 11:45 59 10 223 46 60 6 215 28 438 74 Total 1208 2824 1862 2194 3070 5018 Percent 30.0% 70.0% 45.9% 54.1% 38.0% 62.0% Grand Total 1208 2824 1862 2194 3070 5018 Percent 30.0% 70.0% 45.9% 54.1% 38.0% 62.0%

ADT ADT 8,088 AADT 8,088 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #5 HickorySprgInd@HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks HICKORY SPRINGS HICKORY SPRINGS HICKORY STREET HICKORY STREET INDUSTRIAL DRIVE INDUSTRIAL DRIVE Westbound Eastbound Southbound Northbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 04:00 PM 0 0 0 0 0 3 85 0 0 88 27 0 3 0 30 0 91 14 0 105 223 04:15 PM 0 0 0 0 0 5 74 0 0 79 15 0 4 0 19 0 97 8 0 105 203 04:30 PM 0 0 0 0 0 2 93 0 0 95 49 0 17 0 66 0 110 9 0 119 280 04:45 PM 0 0 0 0 0 0 88 0 0 88 20 0 9 0 29 0 92 8 0 100 217 Total 0 0 0 0 0 10 340 0 0 350 111 0 33 0 144 0 390 39 0 429 923

05:00 PM 0 0 0 0 0 1 97 0 0 98 39 0 22 0 61 0 122 1 0 123 282 05:15 PM 0 0 0 0 0 0 108 0 0 108 25 0 9 0 34 0 101 5 0 106 248 05:30 PM 0 0 0 0 0 1 103 0 0 104 19 0 8 0 27 0 99 4 0 103 234 05:45 PM 0 0 0 0 0 0 116 0 0 116 6 0 4 0 10 0 97 1 0 98 224 Total 0 0 0 0 0 2 424 0 0 426 89 0 43 0 132 0 419 11 0 430 988

Grand Total 0 0 0 0 0 12 764 0 0 776 200 0 76 0 276 0 809 50 0 859 1911 Apprch % 0 0 0 0 1.5 98.5 0 0 72.5 0 27.5 0 0 94.2 5.8 0 Total % 0 0 0 0 0 0.6 40 0 0 40.6 10.5 0 4 0 14.4 0 42.3 2.6 0 45 Cars 0 0 0 0 0 12 762 0 0 774 194 0 76 0 270 0 809 46 0 855 1899 % Cars 0 0 0 0 0 100 99.7 0 0 99.7 97 0 100 0 97.8 0 100 92 0 99.5 99.4 Trucks 0 0 0 0 0 0 2 0 0 2 6 0 0 0 6 0 0 4 0 4 12 % Trucks 0 0 0 0 0 0 0.3 0 0 0.3 3 0 0 0 2.2 0 0 8 0 0.5 0.6 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #5 HickorySprgInd@HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 HICKORY SPRINGS INDUSTRIAL DRIVE Out In Total 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 Rght Thru Left Other Rght 0 0 0 12 Out 885 885 HICKORY STREET 0 0 0 1811 1823 Left Total

North 0 Thru 0 11/16/2010 04:00 PM 764 762 4 809 809 2 Thru

11/16/2010 05:45 PM In 855 859 776 774 In Left 4 2

46 50 Cars 12 12 0 Rght Trucks 8 Total 1661 1659 Other 956 964 0 0 0 HICKORY STREET Out 2 0 0 0 Other

Left Thru Rght Other 194 0 76 0 6 0 0 0 200 0 76 0

58 270 328 4 6 10 62 276 338 Out In Total HICKORY SPRINGS INDUSTRIAL DRIVE All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #5 HickorySprgInd@HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

HICKORY SPRINGS HICKORY SPRINGS HICKORY STREET HICKORY STREET INDUSTRIAL DRIVE INDUSTRIAL DRIVE Westbound Eastbound Southbound Northbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 2 93 0 0 95 49 0 17 0 66 0 110 9 0 119 280 04:45 PM 0 0 0 0 0 0 88 0 0 88 20 0 9 0 29 0 92 8 0 100 217 05:00 PM 0 0 0 0 0 1 97 0 0 98 39 0 22 0 61 0 122 1 0 123 282 05:15 PM 0 0 0 0 0 0 108 0 0 108 25 0 9 0 34 0 101 5 0 106 248 Total Volume 0 0 0 0 0 3 386 0 0 389 133 0 57 0 190 0 425 23 0 448 1027 % App. Total 0 0 0 0 0.8 99.2 0 0 70 0 30 0 0 94.9 5.1 0 PHF .000 .000 .000 .000 .000 .375 .894 .000 .000 .900 .679 .000 .648 .000 .720 .000 .871 .639 .000 .911 .910 Cars 0 0 0 0 0 3 385 0 0 388 129 0 57 0 186 0 425 21 0 446 1020 % Cars 0 0 0 0 0 100 99.7 0 0 99.7 97.0 0 100 0 97.9 0 100 91.3 0 99.6 99.3 Trucks 0 0 0 0 0 0 1 0 0 1 4 0 0 0 4 0 0 2 0 2 7 % Trucks 0 0 0 0 0 0 0.3 0 0 0.3 3.0 0 0 0 2.1 0 0 8.7 0 0.4 0.7

HICKORY SPRINGS INDUSTRIAL DRIVE Out In Total 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 Rght Thru Left Other

Peak Hour Data Rght 7 0 0 0 Out 960 967 482 482 HICKORY STREET 0 0 0 Left Total

North 0 Thru 0

Peak Hour Begins at 04:30 PM 386 385 2 425 425 1 Thru

In 446 448 389 388 In Cars Left 1 2

21 23 Trucks 3 0 3 Rght 5 Total Other 514 519 0 0 0 871 870 HICKORY STREET Out 1 0 0 0 Other

Left Thru Rght Other 129 0 57 0 4 0 0 0 133 0 57 0

24 186 210 2 4 6 26 190 216 Out In Total HICKORY SPRINGS INDUSTRIAL DRIVE All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #5 HickorySprgInd@HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks HICKORY SPRINGS HICKORY SPRINGS HICKORY STREET HICKORY STREET INDUSTRIAL DRIVE INDUSTRIAL DRIVE Westbound Eastbound Southbound Northbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 07:00 AM 0 0 0 0 0 2 84 0 0 86 4 0 0 0 4 0 114 12 0 126 216 07:15 AM 0 0 0 0 0 7 111 0 0 118 3 0 0 0 3 0 127 14 0 141 262 07:30 AM 0 0 0 0 0 7 119 0 0 126 2 0 2 0 4 0 103 19 0 122 252 07:45 AM 0 0 0 0 0 8 126 0 0 134 3 0 0 0 3 0 77 41 0 118 255 Total 0 0 0 0 0 24 440 0 0 464 12 0 2 0 14 0 421 86 0 507 985

08:00 AM 0 0 0 0 0 4 81 0 0 85 4 0 0 0 4 0 80 30 0 110 199 08:15 AM 0 0 0 0 0 6 86 0 0 92 15 0 1 0 16 0 63 20 0 83 191 08:30 AM 0 0 0 0 0 2 83 0 0 85 8 0 6 0 14 0 57 26 0 83 182 08:45 AM 0 0 0 0 0 6 69 0 0 75 9 0 3 0 12 0 61 9 0 70 157 Total 0 0 0 0 0 18 319 0 0 337 36 0 10 0 46 0 261 85 0 346 729

Grand Total 0 0 0 0 0 42 759 0 0 801 48 0 12 0 60 0 682 171 0 853 1714 Apprch % 0 0 0 0 5.2 94.8 0 0 80 0 20 0 0 80 20 0 Total % 0 0 0 0 0 2.5 44.3 0 0 46.7 2.8 0 0.7 0 3.5 0 39.8 10 0 49.8 Cars 0 0 0 0 0 40 758 0 0 798 43 0 12 0 55 0 680 170 0 850 1703 % Cars 0 0 0 0 0 95.2 99.9 0 0 99.6 89.6 0 100 0 91.7 0 99.7 99.4 0 99.6 99.4 Trucks 0 0 0 0 0 2 1 0 0 3 5 0 0 0 5 0 2 1 0 3 11 % Trucks 0 0 0 0 0 4.8 0.1 0 0 0.4 10.4 0 0 0 8.3 0 0.3 0.6 0 0.4 0.6 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #5 HickorySprgInd@HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 HICKORY SPRINGS INDUSTRIAL DRIVE Out In Total 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 Rght Thru Left Other Rght 9 0 0 0 Out 694 692 HICKORY STREET 0 0 0 1651 1660 Left Total

North 2 Thru 2 11/16/2010 07:00 AM 759 758 3 680 682 1 Thru

11/16/2010 08:45 AM In 850 853 801 798 In Left 1 3 Cars 42 40 170 171 2 Rght Trucks 6 Total 1495 1490 Other 801 807 0 0 0 HICKORY STREET Out 5 0 0 0 Other

Left Thru Rght Other 43 0 12 0 5 0 0 0 48 0 12 0

210 55 265 3 5 8 213 60 273 Out In Total HICKORY SPRINGS INDUSTRIAL DRIVE All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #5 HickorySprgInd@HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

HICKORY SPRINGS HICKORY SPRINGS HICKORY STREET HICKORY STREET INDUSTRIAL DRIVE INDUSTRIAL DRIVE Westbound Eastbound Southbound Northbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 2 84 0 0 86 4 0 0 0 4 0 114 12 0 126 216 07:15 AM 0 0 0 0 0 7 111 0 0 118 3 0 0 0 3 0 127 14 0 141 262 07:30 AM 0 0 0 0 0 7 119 0 0 126 2 0 2 0 4 0 103 19 0 122 252 07:45 AM 0 0 0 0 0 8 126 0 0 134 3 0 0 0 3 0 77 41 0 118 255 Total Volume 0 0 0 0 0 24 440 0 0 464 12 0 2 0 14 0 421 86 0 507 985 % App. Total 0 0 0 0 5.2 94.8 0 0 85.7 0 14.3 0 0 83 17 0 PHF .000 .000 .000 .000 .000 .750 .873 .000 .000 .866 .750 .000 .250 .000 .875 .000 .829 .524 .000 .899 .940 Cars 0 0 0 0 0 24 439 0 0 463 9 0 2 0 11 0 420 86 0 506 980 % Cars 0 0 0 0 0 100 99.8 0 0 99.8 75.0 0 100 0 78.6 0 99.8 100 0 99.8 99.5 Trucks 0 0 0 0 0 0 1 0 0 1 3 0 0 0 3 0 1 0 0 1 5 % Trucks 0 0 0 0 0 0 0.2 0 0 0.2 25.0 0 0 0 21.4 0 0.2 0 0 0.2 0.5

HICKORY SPRINGS INDUSTRIAL DRIVE Out In Total 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 Rght Thru Left Other

Peak Hour Data Rght 5 0 0 0 Out 954 959 423 422 HICKORY STREET 0 0 0 Left Total

North 1 Thru 1

Peak Hour Begins at 07:00 AM 440 439 1 420 421 1 Thru

In 506 507 464 463 In Cars Left 1 0

86 86 Trucks 24 24 0 Rght 4 Total Other 448 452 0 0 0 887 885 HICKORY STREET Out 2 0 0 0 Other

Left Thru Rght Other 9 0 2 0 3 0 0 0 12 0 2 0

110 11 121 0 3 3 110 14 124 Out In Total HICKORY SPRINGS INDUSTRIAL DRIVE All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #4 PalmSt@HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks PALM STREET HICKORY STREET PALM STREET HICKORY STREET Southbound Westbound Northbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 04:00 PM 1 0 1 0 2 5 101 0 0 106 16 0 11 0 27 1 96 5 0 102 237 04:15 PM 0 0 0 0 0 7 72 0 0 79 13 0 5 0 18 1 95 12 0 108 205 04:30 PM 0 1 0 0 1 6 133 0 0 139 16 0 5 0 21 0 106 19 0 125 286 04:45 PM 0 0 1 0 1 11 101 0 0 112 11 0 14 0 25 1 94 10 0 105 243 Total 1 1 2 0 4 29 407 0 0 436 56 0 35 0 91 3 391 46 0 440 971

05:00 PM 0 0 0 0 0 7 116 0 0 123 13 0 18 0 31 1 102 15 0 118 272 05:15 PM 1 0 1 0 2 7 127 1 0 135 17 0 4 0 21 1 108 29 0 138 296 05:30 PM 1 1 0 0 2 10 115 0 0 125 19 0 4 0 23 1 93 18 0 112 262 05:45 PM 0 0 0 0 0 12 115 0 0 127 18 0 5 0 23 0 100 15 0 115 265 Total 2 1 1 0 4 36 473 1 0 510 67 0 31 0 98 3 403 77 0 483 1095

Grand Total 3 2 3 0 8 65 880 1 0 946 123 0 66 0 189 6 794 123 0 923 2066 Apprch % 37.5 25 37.5 0 6.9 93 0.1 0 65.1 0 34.9 0 0.7 86 13.3 0 Total % 0.1 0.1 0.1 0 0.4 3.1 42.6 0 0 45.8 6 0 3.2 0 9.1 0.3 38.4 6 0 44.7 Cars 3 2 3 0 8 65 872 1 0 938 123 0 66 0 189 6 790 123 0 919 2054 % Cars 100 100 100 0 100 100 99.1 100 0 99.2 100 0 100 0 100 100 99.5 100 0 99.6 99.4 Trucks 0 0 0 0 0 0 8 0 0 8 0 0 0 0 0 0 4 0 0 4 12 % Trucks 0 0 0 0 0 0 0.9 0 0 0.8 0 0 0 0 0 0 0.5 0 0 0.4 0.6 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #4 PalmSt@HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 PALM STREET Out In Total 7 8 15 0 0 0 7 8 15

3 2 3 0 0 0 0 0 3 2 3 0 Rght Thru Left Other Rght 6 0 6 12 Out 863 859 HICKORY STREET 1 0 1 1917 1929 Left Total

North 4 Thru 4 11/16/2010 04:00 PM 880 872 4 790 794 8 Thru

11/16/2010 05:45 PM In 919 923 946 938 In Left 0 8 Cars 65 65 123 123 0 Rght Trucks 8 Total 1809 1797 Other 998 0 0 0 HICKORY STREET Out 1006 12 0 0 0 Other

Left Thru Rght Other 123 0 66 0 0 0 0 0 123 0 66 0

190 189 379 0 0 0 190 189 379 Out In Total PALM STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #4 PalmSt@HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

PALM STREET HICKORY STREET PALM STREET HICKORY STREET Southbound Westbound Northbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 1 0 0 1 6 133 0 0 139 16 0 5 0 21 0 106 19 0 125 286 04:45 PM 0 0 1 0 1 11 101 0 0 112 11 0 14 0 25 1 94 10 0 105 243 05:00 PM 0 0 0 0 0 7 116 0 0 123 13 0 18 0 31 1 102 15 0 118 272 05:15 PM 1 0 1 0 2 7 127 1 0 135 17 0 4 0 21 1 108 29 0 138 296 Total Volume 1 1 2 0 4 31 477 1 0 509 57 0 41 0 98 3 410 73 0 486 1097 % App. Total 25 25 50 0 6.1 93.7 0.2 0 58.2 0 41.8 0 0.6 84.4 15 0 PHF .250 .250 .500 .000 .500 .705 .897 .250 .000 .915 .838 .000 .569 .000 .790 .750 .949 .629 .000 .880 .927 Cars 1 1 2 0 4 31 471 1 0 503 57 0 41 0 98 3 409 73 0 485 1090 % Cars 100 100 100 0 100 100 98.7 100 0 98.8 100 0 100 0 100 100 99.8 100 0 99.8 99.4 Trucks 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 7 % Trucks 0 0 0 0 0 0 1.3 0 0 1.2 0 0 0 0 0 0 0.2 0 0 0.2 0.6

PALM STREET Out In Total 4 4 8 0 0 0 4 4 8

2 1 1 0 0 0 0 0 2 1 1 0 Rght Thru Left Other

Peak Hour Data Rght 7 3 0 3 Out 452 451 HICKORY STREET 1 0 1 1015 1022 Left Total

North 1 Thru 1 Peak Hour Begins at 04:30 PM 477 471 1 409 410 6 Thru

In 485 486 509 503 In Cars Left 0 6

73 73 Trucks 31 31 0 Rght 6 Total Other 530 536 0 0 0 961 954 HICKORY STREET Out 7 0 0 0 Other

Left Thru Rght Other 57 0 41 0 0 0 0 0 57 0 41 0

105 98 203 0 0 0 105 98 203 Out In Total PALM STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #4 PalmSt@HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks PALM STREET HICKORY STREET PALM STREET HICKORY STREET Southbound Westbound Northbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 07:00 AM 0 0 0 0 0 4 83 0 0 87 12 0 9 0 21 0 131 8 0 139 247 07:15 AM 0 0 0 0 0 9 99 0 0 108 12 0 27 0 39 0 114 3 0 117 264 07:30 AM 0 0 0 0 0 10 106 0 0 116 17 0 12 0 29 0 110 8 0 118 263 07:45 AM 0 0 0 0 0 14 106 0 0 120 20 0 16 0 36 0 98 3 0 101 257 Total 0 0 0 0 0 37 394 0 0 431 61 0 64 0 125 0 453 22 0 475 1031

08:00 AM 0 0 0 0 0 4 83 0 0 87 14 0 3 0 17 0 96 6 0 102 206 08:15 AM 0 0 0 0 0 6 86 0 0 92 10 0 2 0 12 0 88 7 0 95 199 08:30 AM 0 0 0 0 0 6 88 0 0 94 13 0 5 0 18 0 74 6 0 80 192 08:45 AM 0 0 0 0 0 2 74 0 0 76 11 0 6 0 17 0 69 11 0 80 173 Total 0 0 0 0 0 18 331 0 0 349 48 0 16 0 64 0 327 30 0 357 770

Grand Total 0 0 0 0 0 55 725 0 0 780 109 0 80 0 189 0 780 52 0 832 1801 Apprch % 0 0 0 0 7.1 92.9 0 0 57.7 0 42.3 0 0 93.8 6.2 0 Total % 0 0 0 0 0 3.1 40.3 0 0 43.3 6.1 0 4.4 0 10.5 0 43.3 2.9 0 46.2 Cars 0 0 0 0 0 55 719 0 0 774 108 0 80 0 188 0 776 52 0 828 1790 % Cars 0 0 0 0 0 100 99.2 0 0 99.2 99.1 0 100 0 99.5 0 99.5 100 0 99.5 99.4 Trucks 0 0 0 0 0 0 6 0 0 6 1 0 0 0 1 0 4 0 0 4 11 % Trucks 0 0 0 0 0 0 0.8 0 0 0.8 0.9 0 0 0 0.5 0 0.5 0 0 0.5 0.6 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #4 PalmSt@HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 PALM STREET Out In Total 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 Rght Thru Left Other Rght 0 0 0 11 Out 860 856 HICKORY STREET 0 0 0 1655 1666 Left Total

North 4 Thru 4 11/16/2010 07:00 AM 725 719 4 776 780 6 Thru

11/16/2010 08:45 AM In 828 832 780 774 In Left 0 6

52 52 Cars 55 55 0 Rght Trucks 7 Total 1640 1630 Other 827 834 0 0 0 HICKORY STREET Out 10 0 0 0 Other

Left Thru Rght Other 108 0 80 0 1 0 0 0 109 0 80 0

107 188 295 0 1 1 107 189 296 Out In Total PALM STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #4 PalmSt@HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

PALM STREET HICKORY STREET PALM STREET HICKORY STREET Southbound Westbound Northbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 0 0 0 0 0 4 83 0 0 87 12 0 9 0 21 0 131 8 0 139 247 07:15 AM 0 0 0 0 0 9 99 0 0 108 12 0 27 0 39 0 114 3 0 117 264 07:30 AM 0 0 0 0 0 10 106 0 0 116 17 0 12 0 29 0 110 8 0 118 263 07:45 AM 0 0 0 0 0 14 106 0 0 120 20 0 16 0 36 0 98 3 0 101 257 Total Volume 0 0 0 0 0 37 394 0 0 431 61 0 64 0 125 0 453 22 0 475 1031 % App. Total 0 0 0 0 8.6 91.4 0 0 48.8 0 51.2 0 0 95.4 4.6 0 PHF .000 .000 .000 .000 .000 .661 .929 .000 .000 .898 .763 .000 .593 .000 .801 .000 .865 .688 .000 .854 .976 Cars 0 0 0 0 0 37 390 0 0 427 60 0 64 0 124 0 452 22 0 474 1025 % Cars 0 0 0 0 0 100 99.0 0 0 99.1 98.4 0 100 0 99.2 0 99.8 100 0 99.8 99.4 Trucks 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 0 1 0 0 1 6 % Trucks 0 0 0 0 0 0 1.0 0 0 0.9 1.6 0 0 0 0.8 0 0.2 0 0 0.2 0.6

PALM STREET Out In Total 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 Rght Thru Left Other

Peak Hour Data Rght 6 0 0 0 Out 924 930 517 516 HICKORY STREET 0 0 0 Left Total

North 1 Thru 1 Peak Hour Begins at 07:00 AM 394 390 1 452 453 4 Thru

In 474 475 431 427 In Cars Left 0 4

22 22 Trucks 37 37 0 Rght 5 Total Other 450 455 0 0 0 948 943 HICKORY STREET Out 5 0 0 0 Other

Left Thru Rght Other 60 0 64 0 1 0 0 0 61 0 64 0

59 124 183 0 1 1 59 125 184 Out In Total PALM STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283File Name : #3 HollySprgPkwy@HollySt-HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks HOLLY STREET - HICKORY HOLLY STREET - HICKORY HOLLY SPRINGS PKWY HOLLY SPRINGS PKWY STREET STREET Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 04:00 PM 49 42 22 0 113 37 30 50 0 117 9 43 30 0 82 17 17 4 0 38 350 04:15 PM 50 41 15 0 106 22 11 38 0 71 10 46 36 0 92 10 24 8 0 42 311 04:30 PM 68 28 9 0 105 38 28 63 0 129 16 55 45 0 116 11 16 12 0 39 389 04:45 PM 55 38 19 0 112 22 26 40 0 88 15 47 40 0 102 12 9 10 0 31 333 Total 222 149 65 0 436 119 95 191 0 405 50 191 151 0 392 50 66 34 0 150 1383

05:00 PM 51 50 17 0 118 32 41 52 0 125 13 48 42 0 103 25 14 5 0 44 390 05:15 PM 72 43 23 0 138 39 42 44 0 125 12 51 32 0 95 22 17 8 0 47 405 05:30 PM 62 33 21 0 116 35 36 50 0 121 11 39 30 0 80 13 19 9 0 41 358 05:45 PM 57 24 19 0 100 25 37 40 0 102 15 43 46 0 104 18 15 5 0 38 344 Total 242 150 80 0 472 131 156 186 0 473 51 181 150 0 382 78 65 27 0 170 1497

Grand Total 464 299 145 0 908 250 251 377 0 878 101 372 301 0 774 128 131 61 0 320 2880 Apprch % 51.1 32.9 16 0 28.5 28.6 42.9 0 13 48.1 38.9 0 40 40.9 19.1 0 Total % 16.1 10.4 5 0 31.5 8.7 8.7 13.1 0 30.5 3.5 12.9 10.5 0 26.9 4.4 4.5 2.1 0 11.1 Cars 459 299 145 0 903 246 250 372 0 868 101 370 300 0 771 128 131 61 0 320 2862 % Cars 98.9 100 100 0 99.4 98.4 99.6 98.7 0 98.9 100 99.5 99.7 0 99.6 100 100 100 0 100 99.4 Trucks 5 0 0 0 5 4 1 5 0 10 0 2 1 0 3 0 0 0 0 0 18 % Trucks 1.1 0 0 0 0.6 1.6 0.4 1.3 0 1.1 0 0.5 0.3 0 0.4 0 0 0 0 0 0.6 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283File Name : #3 HollySprgPkwy@HollySt-HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 HOLLY SPRINGS PKWY Out In Total 870 903 1773 7 5 12 877 908 1785

145 299 459 0 0 0 5 0 145 299 464 0 Rght Thru Left Other HOLLY STREET - HICKORY Rght 1 0 377 372 Out 816 817 128 128 896 890 5 Left Total

North 6 Thru 0 11/16/2010 04:00 PM 251 250 0 131 131 1 Thru

11/16/2010 05:45 PM In 320 320 878 868 In 10 Left 0 250 246 61 61 Cars 4 Rght Trucks 1 Total 1774 1758 Other 496 497 0 0 0 Out 16 0 0 0 Other HOLLY STREET - HICKORY

Left Thru Rght Other 101 370 300 0 0 2 1 0 101 372 301 0

606 771 1377 4 3 7 610 774 1384 Out In Total HOLLY SPRINGS PKWY All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283File Name : #3 HollySprgPkwy@HollySt-HickoryStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

HOLLY STREET - HICKORY HOLLY STREET - HICKORY HOLLY SPRINGS PKWY HOLLY SPRINGS PKWY STREET STREET Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 68 28 9 0 105 38 28 63 0 129 16 55 45 0 116 11 16 12 0 39 389 04:45 PM 55 38 19 0 112 22 26 40 0 88 15 47 40 0 102 12 9 10 0 31 333 05:00 PM 51 50 17 0 118 32 41 52 0 125 13 48 42 0 103 25 14 5 0 44 390 05:15 PM 72 43 23 0 138 39 42 44 0 125 12 51 32 0 95 22 17 8 0 47 405 Total Volume 246 159 68 0 473 131 137 199 0 467 56 201 159 0 416 70 56 35 0 161 1517 % App. Total 52 33.6 14.4 0 28.1 29.3 42.6 0 13.5 48.3 38.2 0 43.5 34.8 21.7 0 PHF .854 .795 .739 .000 .857 .840 .815 .790 .000 .905 .875 .914 .883 .000 .897 .700 .824 .729 .000 .856 .936 Cars 244 159 68 0 471 128 136 196 0 460 56 200 159 0 415 70 56 35 0 161 1507 % Cars 99.2 100 100 0 99.6 97.7 99.3 98.5 0 98.5 100 99.5 100 0 99.8 100 100 100 0 100 99.3 Trucks 2 0 0 0 2 3 1 3 0 7 0 1 0 0 1 0 0 0 0 0 10 % Trucks 0.8 0 0 0 0.4 2.3 0.7 1.5 0 1.5 0 0.5 0 0 0.2 0 0 0 0 0 0.7

HOLLY SPRINGS PKWY Out In Total 466 471 937 4 2 6 470 473 943

68 159 244 0 0 0 2 0 68 159 246 0 Rght Thru Left Other

Peak Hour Data HOLLY STREET - HICKORY Rght 1 0 199 196 Out 70 70 421 422 461 459 3 Left Total

North 2 Thru 0 137 136 56 56 Peak Hour Begins at 04:30 PM 0 1 Thru

In 161 161 467 460 In Cars Left 7 0 131 128 35 35 Trucks 3 Rght 1 Total Other 260 261 0 0 0 928 919 Out 9 0 0 0 Other HOLLY STREET - HICKORY

Left Thru Rght Other 56 200 159 0 0 1 0 0 56 201 159 0

322 415 737 3 1 4 325 416 741 Out In Total HOLLY SPRINGS PKWY All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283File Name : #3 HollySprgPkwy@HollySt-HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks HOLLY STREET - HICKORY HOLLY STREET - HICKORY HOLLY SPRINGS PKWY HOLLY SPRINGS PKWY STREET STREET Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 07:00 AM 57 35 4 0 96 39 20 23 0 82 7 11 27 0 45 22 52 17 0 91 314 07:15 AM 54 46 4 0 104 40 24 32 0 96 2 15 28 0 45 15 49 4 0 68 313 07:30 AM 46 57 14 0 117 37 18 49 0 104 1 18 25 0 44 16 42 18 0 76 341 07:45 AM 45 61 11 0 117 36 16 57 0 109 7 35 32 0 74 19 32 10 0 61 361 Total 202 199 33 0 434 152 78 161 0 391 17 79 112 0 208 72 175 49 0 296 1329

08:00 AM 39 39 7 0 85 33 14 44 0 91 1 24 33 0 58 14 28 11 0 53 287 08:15 AM 40 33 7 0 80 31 15 31 0 77 6 29 24 0 59 12 33 6 0 51 267 08:30 AM 38 44 9 0 91 40 9 47 0 96 2 36 18 0 56 21 20 10 0 51 294 08:45 AM 39 28 5 0 72 29 6 35 0 70 5 23 14 0 42 18 28 5 0 51 235 Total 156 144 28 0 328 133 44 157 0 334 14 112 89 0 215 65 109 32 0 206 1083

Grand Total 358 343 61 0 762 285 122 318 0 725 31 191 201 0 423 137 284 81 0 502 2412 Apprch % 47 45 8 0 39.3 16.8 43.9 0 7.3 45.2 47.5 0 27.3 56.6 16.1 0 Total % 14.8 14.2 2.5 0 31.6 11.8 5.1 13.2 0 30.1 1.3 7.9 8.3 0 17.5 5.7 11.8 3.4 0 20.8 Cars 356 343 61 0 760 283 122 313 0 718 29 190 200 0 419 135 283 81 0 499 2396 % Cars 99.4 100 100 0 99.7 99.3 100 98.4 0 99 93.5 99.5 99.5 0 99.1 98.5 99.6 100 0 99.4 99.3 Trucks 2 0 0 0 2 2 0 5 0 7 2 1 1 0 4 2 1 0 0 3 16 % Trucks 0.6 0 0 0 0.3 0.7 0 1.6 0 1 6.5 0.5 0.5 0 0.9 1.5 0.4 0 0 0.6 0.7 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283File Name : #3 HollySprgPkwy@HollySt-HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 HOLLY SPRINGS PKWY Out In Total 638 760 1398 8 2 10 646 762 1408

61 343 356 0 0 0 2 0 61 343 358 0 Rght Thru Left Other HOLLY STREET - HICKORY Rght 5 2 318 313 Out 711 716 135 137 843 839 5 Left Total

North 4 Thru 1 11/16/2010 07:00 AM 122 122 3 283 284 0 Thru

11/16/2010 08:45 AM In 499 502 725 718 In Left 0 7 285 283 81 81 Cars 2 Rght Trucks 2 Total 1568 1557 Other 212 214 0 0 0 Out 11 0 0 0 Other HOLLY STREET - HICKORY

Left Thru Rght Other 29 190 200 0 2 1 1 0 31 191 201 0

707 419 1126 2 4 6 709 423 1132 Out In Total HOLLY SPRINGS PKWY All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283File Name : #3 HollySprgPkwy@HollySt-HickoryStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

HOLLY STREET - HICKORY HOLLY STREET - HICKORY HOLLY SPRINGS PKWY HOLLY SPRINGS PKWY STREET STREET Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:00 AM 07:00 AM 57 35 4 0 96 39 20 23 0 82 7 11 27 0 45 22 52 17 0 91 314 07:15 AM 54 46 4 0 104 40 24 32 0 96 2 15 28 0 45 15 49 4 0 68 313 07:30 AM 46 57 14 0 117 37 18 49 0 104 1 18 25 0 44 16 42 18 0 76 341 07:45 AM 45 61 11 0 117 36 16 57 0 109 7 35 32 0 74 19 32 10 0 61 361 Total Volume 202 199 33 0 434 152 78 161 0 391 17 79 112 0 208 72 175 49 0 296 1329 % App. Total 46.5 45.9 7.6 0 38.9 19.9 41.2 0 8.2 38 53.8 0 24.3 59.1 16.6 0 PHF .886 .816 .589 .000 .927 .950 .813 .706 .000 .897 .607 .564 .875 .000 .703 .818 .841 .681 .000 .813 .920 Cars 202 199 33 0 434 150 78 159 0 387 15 78 112 0 205 71 174 49 0 294 1320 % Cars 100 100 100 0 100 98.7 100 98.8 0 99.0 88.2 98.7 100 0 98.6 98.6 99.4 100 0 99.3 99.3 Trucks 0 0 0 0 0 2 0 2 0 4 2 1 0 0 3 1 1 0 0 2 9 % Trucks 0 0 0 0 0 1.3 0 1.2 0 1.0 11.8 1.3 0 0 1.4 1.4 0.6 0 0 0.7 0.7

HOLLY SPRINGS PKWY Out In Total 308 434 742 4 0 4 312 434 746

33 199 202 0 0 0 0 0 33 199 202 0 Rght Thru Left Other

Peak Hour Data HOLLY STREET - HICKORY Rght 4 1 161 159 Out 71 72 420 424 489 488 2 Left Total

North 1 Thru 1 Peak Hour Begins at 07:00 AM 78 78 2 174 175 0 Thru

In 294 296 391 387 In Cars Left 4 0 152 150 49 49 Trucks 2 Rght 2 Total Other 126 128 0 0 0 880 875 Out 5 0 0 0 Other HOLLY STREET - HICKORY

Left Thru Rght Other 15 78 112 0 2 1 0 0 17 79 112 0

398 205 603 2 3 5 400 208 608 Out In Total HOLLY SPRINGS PKWY All Traffic Data Services, Inc. Page 1

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 3 Station ID: 3 HOLLY SPRINGS ST WEST OF HOLLY SPRINGS PKWY. Latitude: 0' 0.000 Undefined

Start 17-Nov-10 EB Hour Totals WB Hour Totals Combined Totals Time Wed Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 2 24 4 26 12:15 1 35 1 26 12:30 3 26 2 25 12:45 1 26 7 111 1 25 8 102 15 213 01:00 2 20 0 28 01:15 0 28 1 28 01:30 1 32 0 32 01:45 1 32 4 112 1 29 2 117 6 229 02:00 3 37 0 30 02:15 3 42 1 36 02:30 1 30 0 50 02:45 0 27 7 136 0 27 1 143 8 279 03:00 0 33 0 21 03:15 2 47 2 26 03:30 3 50 2 30 03:45 1 43 6 173 2 23 6 100 12 273 04:00 0 50 4 37 04:15 0 45 1 39 04:30 1 43 5 38 04:45 3 74 4 212 8 44 18 158 22 370 05:00 1 66 6 48 05:15 0 74 15 45 05:30 2 75 22 54 05:45 7 78 10 293 13 38 56 185 66 478 06:00 4 63 25 55 06:15 9 73 40 43 06:30 17 78 49 37 06:45 24 65 54 279 95 41 209 176 263 455 07:00 25 42 85 22 07:15 31 44 75 29 07:30 37 50 64 23 07:45 34 32 127 168 58 22 282 96 409 264 08:00 23 39 60 15 08:15 26 32 52 17 08:30 22 29 47 17 08:45 19 25 90 125 52 13 211 62 301 187 09:00 21 27 48 12 09:15 23 18 48 10 09:30 25 17 30 7 09:45 15 20 84 82 35 13 161 42 245 124 10:00 20 11 19 11 10:15 23 10 28 10 10:30 22 11 33 6 10:45 23 11 88 43 26 3 106 30 194 73 11:00 19 10 26 1 11:15 25 6 25 5 11:30 23 7 35 0 11:45 29 6 96 29 37 1 123 7 219 36 Total 577 1763 1183 1218 1760 2981 Percent 24.7% 75.3% 49.3% 50.7% 37.1% 62.9% Grand Total 577 1763 1183 1218 1760 2981 Percent 24.7% 75.3% 49.3% 50.7% 37.1% 62.9%

ADT ADT 4,741 AADT 4,741 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #2 JacksonSt@PRickmanIndDrPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks P RICKMAN INDUSTRIAL P RICKMAN INDUSTRIAL JACKSON STREET JACKSON STREET DRIVE DRIVE Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 04:00 PM 9 7 0 0 16 7 0 8 0 15 0 21 5 0 26 0 0 0 0 0 57 04:15 PM 14 7 0 0 21 1 0 6 2 9 0 20 2 0 22 0 0 0 0 0 52 04:30 PM 2 5 0 0 7 4 0 21 0 25 0 24 3 0 27 0 0 0 0 0 59 04:45 PM 6 6 0 0 12 1 0 7 0 8 0 17 3 0 20 0 0 0 0 0 40 Total 31 25 0 0 56 13 0 42 2 57 0 82 13 0 95 0 0 0 0 0 208

05:00 PM 4 7 0 0 11 13 0 22 0 35 0 20 4 0 24 0 0 0 0 0 70 05:15 PM 2 9 0 0 11 7 0 5 0 12 0 29 0 0 29 0 0 0 0 0 52 05:30 PM 3 4 0 0 7 3 0 10 0 13 0 15 2 0 17 0 0 0 0 0 37 05:45 PM 3 7 0 0 10 2 0 2 0 4 0 28 4 0 32 0 0 0 0 0 46 Total 12 27 0 0 39 25 0 39 0 64 0 92 10 0 102 0 0 0 0 0 205

Grand Total 43 52 0 0 95 38 0 81 2 121 0 174 23 0 197 0 0 0 0 0 413 Apprch % 45.3 54.7 0 0 31.4 0 66.9 1.7 0 88.3 11.7 0 0 0 0 0 Total % 10.4 12.6 0 0 23 9.2 0 19.6 0.5 29.3 0 42.1 5.6 0 47.7 0 0 0 0 0 Cars 42 52 0 0 94 37 0 80 2 119 0 174 22 0 196 0 0 0 0 0 409 % Cars 97.7 100 0 0 98.9 97.4 0 98.8 100 98.3 0 100 95.7 0 99.5 0 0 0 0 0 99 Trucks 1 0 0 0 1 1 0 1 0 2 0 0 1 0 1 0 0 0 0 0 4 % Trucks 2.3 0 0 0 1.1 2.6 0 1.2 0 1.7 0 0 4.3 0 0.5 0 0 0 0 0 1 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #2 JacksonSt@PRickmanIndDrPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 JACKSON STREET Out In Total 254 94 348 1 1 2 255 95 350

0 52 42 0 0 0 1 0 0 52 43 0 Rght Thru Left Other P RICKMAN INDUSTRIAL DRIVE Rght 0 0 0 0 0 0 Out 81 80 1 Left 66 64 Total

North 2 Thru 0 0 0 11/16/2010 04:00 PM 0 0 0 0 0 0 Thru

11/16/2010 05:45 PM In 121 119 In Left 0 0 0 2 Cars 38 37 1 Rght Trucks 0 0 0 Total Other 0 0 0 187 183 Out 4 2 0 2 Other P RICKMAN INDUSTRIAL DRIVE

Left Thru Rght Other 0 174 22 0 0 0 1 0 0 174 23 0

89 196 285 1 1 2 90 197 287 Out In Total JACKSON STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #2 JacksonSt@PRickmanIndDrPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

P RICKMAN INDUSTRIAL P RICKMAN INDUSTRIAL JACKSON STREET JACKSON STREET DRIVE DRIVE Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM 04:15 PM 14 7 0 0 21 1 0 6 2 9 0 20 2 0 22 0 0 0 0 0 52 04:30 PM 2 5 0 0 7 4 0 21 0 25 0 24 3 0 27 0 0 0 0 0 59 04:45 PM 6 6 0 0 12 1 0 7 0 8 0 17 3 0 20 0 0 0 0 0 40 05:00 PM 4 7 0 0 11 13 0 22 0 35 0 20 4 0 24 0 0 0 0 0 70 Total Volume 26 25 0 0 51 19 0 56 2 77 0 81 12 0 93 0 0 0 0 0 221 % App. Total 51 49 0 0 24.7 0 72.7 2.6 0 87.1 12.9 0 0 0 0 0 PHF .464 .893 .000 .000 .607 .365 .000 .636 .250 .550 .000 .844 .750 .000 .861 .000 .000 .000 .000 .000 .789 Cars 25 25 0 0 50 18 0 55 2 75 0 81 11 0 92 0 0 0 0 0 217 % Cars 96.2 100 0 0 98.0 94.7 0 98.2 100 97.4 0 100 91.7 0 98.9 0 0 0 0 0 98.2 Trucks 1 0 0 0 1 1 0 1 0 2 0 0 1 0 1 0 0 0 0 0 4 % Trucks 3.8 0 0 0 2.0 5.3 0 1.8 0 2.6 0 0 8.3 0 1.1 0 0 0 0 0 1.8

JACKSON STREET Out In Total 136 50 186 1 1 2 137 51 188

0 25 25 0 0 0 1 0 0 25 26 0 Rght Thru Left Other

Peak Hour Data P RICKMAN INDUSTRIAL DRIVE Rght 0 0 0 0 0 0 Out 56 55 1 Left 38 36 Total

North 2 Thru 0 0 0 Peak Hour Begins at 04:15 PM 0 0 0 0 0 0 Thru

In In Cars 77 75 Left 2 0 0 0 Trucks 19 18 1 Rght 0 0 0 Total Other 0 0 0 115 111 Out 4 2 0 2 Other P RICKMAN INDUSTRIAL DRIVE

Left Thru Rght Other 0 81 11 0 0 0 1 0 0 81 12 0

43 92 135 1 1 2 44 93 137 Out In Total JACKSON STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #2 JacksonSt@PRickmanIndDrAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks P RICKMAN INDUSTRIAL P RICKMAN INDUSTRIAL JACKSON STREET JACKSON STREET DRIVE DRIVE Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total 07:00 AM 9 3 0 0 12 0 0 4 0 4 0 18 2 0 20 0 0 0 0 0 36 07:15 AM 6 0 0 0 6 0 0 2 0 2 0 12 5 0 17 0 0 0 0 0 25 07:30 AM 8 6 0 0 14 0 0 3 0 3 0 15 4 0 19 0 0 0 0 0 36 07:45 AM 15 6 0 0 21 2 0 2 0 4 0 14 8 0 22 0 0 0 0 0 47 Total 38 15 0 0 53 2 0 11 0 13 0 59 19 0 78 0 0 0 0 0 144

08:00 AM 8 6 0 0 14 3 0 2 0 5 0 8 7 0 15 0 0 0 0 0 34 08:15 AM 8 5 0 0 13 0 0 1 0 1 0 19 3 0 22 0 0 0 0 0 36 08:30 AM 4 5 0 0 9 0 0 3 0 3 0 15 1 0 16 0 0 0 0 0 28 08:45 AM 3 3 0 0 6 1 0 3 0 4 0 11 2 0 13 0 0 0 0 0 23 Total 23 19 0 0 42 4 0 9 0 13 0 53 13 0 66 0 0 0 0 0 121

Grand Total 61 34 0 0 95 6 0 20 0 26 0 112 32 0 144 0 0 0 0 0 265 Apprch % 64.2 35.8 0 0 23.1 0 76.9 0 0 77.8 22.2 0 0 0 0 0 Total % 23 12.8 0 0 35.8 2.3 0 7.5 0 9.8 0 42.3 12.1 0 54.3 0 0 0 0 0 Cars 60 34 0 0 94 6 0 20 0 26 0 111 32 0 143 0 0 0 0 0 263 % Cars 98.4 100 0 0 98.9 100 0 100 0 100 0 99.1 100 0 99.3 0 0 0 0 0 99.2 Trucks 1 0 0 0 1 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 2 % Trucks 1.6 0 0 0 1.1 0 0 0 0 0 0 0.9 0 0 0.7 0 0 0 0 0 0.8 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #2 JacksonSt@PRickmanIndDrAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 JACKSON STREET Out In Total 131 94 225 1 1 2 132 95 227

0 34 60 0 0 0 1 0 0 34 61 0 Rght Thru Left Other P RICKMAN INDUSTRIAL DRIVE Rght 0 0 0 0 0 0 Out 20 20 0 Left 93 92 Total

North 1 Thru 0 0 0 11/16/2010 07:00 AM 0 0 0 0 0 0 Thru

11/16/2010 08:45 AM In In 26 26 Left 0 0 0 0 Cars 6 0 6 Rght Trucks 0 0 0 Total Other 0 0 0 119 118 Out 1 0 0 0 Other P RICKMAN INDUSTRIAL DRIVE

Left Thru Rght Other 0 111 32 0 0 1 0 0 0 112 32 0

40 143 183 0 1 1 40 144 184 Out In Total JACKSON STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #2 JacksonSt@PRickmanIndDrAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

P RICKMAN INDUSTRIAL P RICKMAN INDUSTRIAL JACKSON STREET JACKSON STREET DRIVE DRIVE Southbound Northbound Westbound Eastbound Start Time Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Left Thru Rght Other App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:30 AM 07:30 AM 8 6 0 0 14 0 0 3 0 3 0 15 4 0 19 0 0 0 0 0 36 07:45 AM 15 6 0 0 21 2 0 2 0 4 0 14 8 0 22 0 0 0 0 0 47 08:00 AM 8 6 0 0 14 3 0 2 0 5 0 8 7 0 15 0 0 0 0 0 34 08:15 AM 8 5 0 0 13 0 0 1 0 1 0 19 3 0 22 0 0 0 0 0 36 Total Volume 39 23 0 0 62 5 0 8 0 13 0 56 22 0 78 0 0 0 0 0 153 % App. Total 62.9 37.1 0 0 38.5 0 61.5 0 0 71.8 28.2 0 0 0 0 0 PHF .650 .958 .000 .000 .738 .417 .000 .667 .000 .650 .000 .737 .688 .000 .886 .000 .000 .000 .000 .000 .814 Cars 39 23 0 0 62 5 0 8 0 13 0 56 22 0 78 0 0 0 0 0 153 % Cars 100 100 0 0 100 100 0 100 0 100 0 100 100 0 100 0 0 0 0 0 100 Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 % Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

JACKSON STREET Out In Total 64 62 126 0 0 0 64 62 126

0 23 39 0 0 0 0 0 0 23 39 0 Rght Thru Left Other

Peak Hour Data P RICKMAN INDUSTRIAL DRIVE Rght 0 0 0 0 0 0 Out 8 0 8 Left 61 61 Total

North 0 Thru 0 0 0 Peak Hour Begins at 07:30 AM 0 0 0 0 0 0 Thru

In In Cars 13 13 Left 0 0 0 0 Trucks 5 0 5 Rght 0 0 0 Total Other 0 0 0 Out 74 74 0 0 0 0 Other P RICKMAN INDUSTRIAL DRIVE

Left Thru Rght Other 0 56 22 0 0 0 0 0 0 56 22 0

28 78 106 0 0 0 28 78 106 Out In Total JACKSON STREET All Traffic Data Services, Inc. Page 1

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 2 Station ID: 2 HICKORY ST WEST OF HICKORY

SPRINGS IND. DRIVE Latitude: 0' 0.000 Undefined EB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/17/10 0 0 3 0 0 0 0 0 0 0 0 0 0 3 00:15 0 4 4 0 1 0 0 0 0 0 0 0 0 9 00:30 0 5 3 0 0 0 0 0 0 0 0 0 0 8 00:45 0 4 0 0 1 0 0 0 0 0 0 0 0 5 0 13 10 0 2 0 0 0 0 0 0 0 0 25 01:00 0 2 0 0 1 0 0 0 0 0 0 0 0 3 01:15 0 3 0 1 1 0 0 1 0 0 0 0 0 6 01:30 0 1 1 0 0 0 0 0 0 0 0 0 0 2 01:45 0 1 1 0 0 0 0 0 0 0 0 0 0 2 0 7 2 1 2 0 0 1 0 0 0 0 0 13 02:00 0 0 1 0 1 0 0 0 0 0 0 0 0 2 02:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:30 0 0 0 0 1 0 0 0 1 0 0 0 0 2 02:45 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 2 0 2 0 0 0 1 0 0 0 0 6 03:00 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:15 0 1 2 0 0 0 0 0 0 0 0 0 0 3 03:30 0 4 2 0 1 0 0 0 0 0 0 0 0 7 03:45 0 2 1 0 0 1 0 0 0 0 0 0 0 4 0 7 6 0 1 1 0 0 0 0 0 0 0 15 04:00 0 0 1 0 1 0 0 0 0 0 0 0 0 2 04:15 0 0 0 0 1 1 0 0 0 0 0 0 0 2 04:30 0 4 0 0 1 0 0 0 0 0 0 0 0 5 04:45 0 4 4 0 2 0 0 0 0 0 0 0 0 10 0 8 5 0 5 1 0 0 0 0 0 0 0 19 05:00 1 8 7 0 3 0 0 0 0 0 0 0 0 19 05:15 0 5 11 0 3 0 0 0 0 0 0 0 0 19 05:30 0 13 9 0 11 0 0 0 1 0 0 0 0 34 05:45 0 16 13 0 6 0 0 0 0 0 0 0 0 35 1 42 40 0 23 0 0 0 1 0 0 0 0 107 06:00 1 25 18 0 6 0 0 0 0 0 0 0 0 50 06:15 0 30 29 1 9 0 0 0 0 0 0 0 0 69 06:30 4 28 33 0 13 1 0 1 0 0 0 0 0 80 06:45 0 54 55 0 17 2 0 0 1 0 0 0 0 129 5 137 135 1 45 3 0 1 1 0 0 0 0 328 07:00 0 42 58 3 14 1 0 3 0 0 0 0 0 121 07:15 3 47 71 3 14 1 0 1 0 0 0 0 0 140 07:30 5 42 49 3 19 0 0 2 0 0 0 0 0 120 07:45 3 42 49 4 11 1 0 4 0 0 0 0 0 114 11 173 227 13 58 3 0 10 0 0 0 0 0 495 08:00 2 38 48 3 13 0 0 1 0 0 0 0 0 105 08:15 0 29 33 9 14 1 0 0 1 0 0 0 0 87 08:30 1 31 32 4 14 0 0 2 0 0 0 0 0 84 08:45 0 22 31 2 10 0 0 1 0 0 0 0 0 66 3 120 144 18 51 1 0 4 1 0 0 0 0 342 09:00 2 19 38 0 18 1 0 1 0 0 0 0 0 79 09:15 1 24 37 0 12 0 0 0 0 0 0 0 0 74 09:30 0 21 24 0 15 0 0 0 2 0 0 0 0 62 09:45 3 22 32 0 13 0 0 0 0 0 0 0 0 70 6 86 131 0 58 1 0 1 2 0 0 0 0 285 10:00 0 20 22 0 10 1 0 0 1 0 0 0 0 54 10:15 1 16 27 2 16 0 0 1 0 0 0 0 0 63 10:30 0 18 21 1 9 1 0 3 0 0 0 0 0 53 10:45 2 18 25 2 10 1 0 1 0 0 0 0 0 59 3 72 95 5 45 3 0 5 1 0 0 0 0 229 11:00 1 15 29 0 10 0 0 0 1 0 0 0 0 56 11:15 1 21 29 3 8 0 0 2 2 0 0 0 0 66 11:30 1 21 30 2 16 0 0 2 2 0 0 0 0 74 11:45 0 21 31 0 9 0 0 1 2 0 0 0 0 64 3 78 119 5 43 0 0 5 7 0 0 0 0 260 Total 32 744 916 43 335 13 0 27 14 0 0 0 0 2124 Percent 1.5% 35.0% 43.1% 2.0% 15.8% 0.6% 0.0% 1.3% 0.7% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 2

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 2 Station ID: 2 HICKORY ST WEST OF HICKORY

SPRINGS IND. DRIVE Latitude: 0' 0.000 Undefined EB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 1 21 32 0 14 0 0 2 2 0 0 0 0 72 12:15 0 35 27 0 13 0 0 3 0 0 0 0 0 78 12:30 0 24 33 2 8 0 0 0 1 0 0 0 0 68 12:45 0 29 45 0 20 0 0 1 0 0 0 0 0 95 1 109 137 2 55 0 0 6 3 0 0 0 0 313 13:00 1 26 28 2 16 1 0 1 0 0 0 0 0 75 13:15 0 29 42 0 10 2 0 1 0 0 0 0 0 84 13:30 0 23 31 0 12 0 0 1 1 0 0 0 0 68 13:45 1 25 48 1 15 1 0 2 0 0 0 0 0 93 2 103 149 3 53 4 0 5 1 0 0 0 0 320 14:00 0 37 44 2 17 3 0 0 0 0 0 0 0 103 14:15 4 35 44 0 11 0 0 1 3 0 0 0 0 98 14:30 0 27 49 5 16 0 0 1 2 0 0 0 0 100 14:45 3 35 33 7 12 0 0 1 1 0 0 0 0 92 7 134 170 14 56 3 0 3 6 0 0 0 0 393 15:00 0 28 27 3 15 0 0 1 1 0 0 0 0 75 15:15 2 49 48 1 12 1 0 1 0 0 0 0 0 114 15:30 2 32 36 0 11 3 0 1 2 0 0 0 0 87 15:45 0 26 37 2 15 2 0 1 0 0 0 0 0 83 4 135 148 6 53 6 0 4 3 0 0 0 0 359 16:00 3 34 48 5 21 3 0 1 0 0 0 0 0 115 16:15 0 25 49 5 15 0 0 2 0 0 0 0 0 96 16:30 1 42 44 0 18 1 0 0 0 0 0 0 0 106 16:45 1 41 51 1 15 1 0 0 0 0 0 0 0 110 5 142 192 11 69 5 0 3 0 0 0 0 0 427 17:00 2 36 52 1 9 0 0 0 0 0 0 0 0 100 17:15 4 48 61 0 13 1 0 1 1 0 0 0 0 129 17:30 2 28 48 0 9 1 0 0 0 0 0 0 0 88 17:45 0 37 38 0 13 0 0 0 0 0 0 0 0 88 8 149 199 1 44 2 0 1 1 0 0 0 0 405 18:00 1 44 34 0 7 2 0 0 1 0 0 0 0 89 18:15 1 48 42 0 16 1 0 2 1 0 0 0 0 111 18:30 0 42 55 0 13 0 0 0 0 0 0 0 0 110 18:45 0 48 38 0 9 2 0 0 0 0 0 0 0 97 2 182 169 0 45 5 0 2 2 0 0 0 0 407 19:00 1 41 31 1 6 0 0 1 0 0 0 0 0 81 19:15 0 30 32 0 2 1 0 0 0 0 0 0 0 65 19:30 0 17 29 0 3 0 0 0 2 0 0 0 0 51 19:45 1 28 32 0 6 0 0 1 1 0 0 0 0 69 2 116 124 1 17 1 0 2 3 0 0 0 0 266 20:00 0 24 30 0 4 0 0 1 0 0 0 0 0 59 20:15 0 18 28 0 2 0 0 0 0 0 0 0 0 48 20:30 0 17 26 0 4 0 0 0 0 0 0 0 0 47 20:45 0 23 17 0 2 1 0 1 0 0 0 0 0 44 0 82 101 0 12 1 0 2 0 0 0 0 0 198 21:00 0 19 23 0 6 0 0 0 0 0 0 0 0 48 21:15 0 20 27 0 1 0 0 0 0 0 0 0 0 48 21:30 0 12 14 0 2 0 0 0 0 0 0 0 0 28 21:45 0 16 7 0 1 0 0 0 0 0 0 0 0 24 0 67 71 0 10 0 0 0 0 0 0 0 0 148 22:00 0 18 13 0 5 0 0 0 0 0 0 0 0 36 22:15 0 7 11 0 0 0 0 0 0 0 0 0 0 18 22:30 0 8 8 0 4 0 0 1 1 0 0 0 0 22 22:45 0 12 7 0 1 0 0 0 0 0 0 0 0 20 0 45 39 0 10 0 0 1 1 0 0 0 0 96 23:00 0 7 7 0 1 0 0 0 0 0 0 0 0 15 23:15 0 4 6 0 3 0 0 0 0 0 0 0 0 13 23:30 0 6 4 0 3 0 0 0 0 0 0 0 0 13 23:45 0 1 4 0 0 0 0 0 0 0 0 0 0 5 0 18 21 0 7 0 0 0 0 0 0 0 0 46 Total 31 1282 1520 38 431 27 0 29 20 0 0 0 0 3378 Percent 0.9% 38.0% 45.0% 1.1% 12.8% 0.8% 0.0% 0.9% 0.6% 0.0% 0.0% 0.0% 0.0%

Grand 63 2026 2436 81 766 40 0 56 34 0 0 0 0 5502 Total Percent 1.1% 36.8% 44.3% 1.5% 13.9% 0.7% 0.0% 1.0% 0.6% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 3

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 2 Station ID: 2 HICKORY ST WEST OF HICKORY

SPRINGS IND. DRIVE Latitude: 0' 0.000 Undefined WB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/17/10 0 7 2 0 0 0 0 0 0 0 0 0 0 9 00:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 00:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 00:45 0 3 0 0 0 0 0 0 0 0 0 0 0 3 0 13 2 0 0 0 0 0 0 0 0 0 0 15 01:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3 01:15 0 5 0 0 0 0 0 0 0 0 0 0 0 5 01:30 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:45 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 11 1 0 0 0 0 0 0 0 0 0 0 12 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 1 1 0 0 1 0 0 0 0 0 0 0 3 0 4 1 0 0 1 0 0 0 0 0 0 0 6 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:15 0 3 0 0 0 0 0 0 0 0 0 0 0 3 03:30 0 5 3 0 0 0 0 0 0 0 0 0 0 8 03:45 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 11 4 0 0 0 0 0 0 0 0 0 0 15 04:00 0 2 2 0 0 1 0 0 0 0 0 0 0 5 04:15 0 1 0 0 1 1 0 0 1 0 0 0 0 4 04:30 0 2 1 0 1 0 0 0 0 0 0 0 0 4 04:45 0 8 1 0 0 0 0 0 0 0 0 0 0 9 0 13 4 0 2 2 0 0 1 0 0 0 0 22 05:00 0 12 5 0 0 0 0 1 2 0 0 0 0 20 05:15 0 14 7 0 2 0 0 0 0 0 0 0 0 23 05:30 0 18 8 1 1 0 0 0 0 0 0 0 0 28 05:45 0 25 12 1 0 0 0 0 2 0 0 0 0 40 0 69 32 2 3 0 0 1 4 0 0 0 0 111 06:00 0 46 10 0 2 0 0 0 0 0 0 0 0 58 06:15 0 57 14 3 4 0 0 0 0 0 0 0 0 78 06:30 3 48 11 3 6 0 1 0 0 0 0 0 0 72 06:45 1 60 21 7 4 0 0 1 0 0 0 0 0 94 4 211 56 13 16 0 1 1 0 0 0 0 0 302 07:00 0 53 20 4 3 2 0 0 1 0 0 0 0 83 07:15 2 70 23 3 4 3 0 0 0 0 1 0 0 106 07:30 0 86 22 3 2 1 0 0 0 0 0 0 0 114 07:45 2 92 21 0 8 0 0 0 0 0 0 0 0 123 4 301 86 10 17 6 0 0 1 0 1 0 0 426 08:00 0 57 23 0 3 0 0 1 0 0 0 0 0 84 08:15 1 69 16 1 7 0 0 2 0 0 0 0 0 96 08:30 2 62 15 3 5 0 0 1 2 0 0 0 0 90 08:45 0 48 16 2 8 1 0 0 0 0 0 0 0 75 3 236 70 6 23 1 0 4 2 0 0 0 0 345 09:00 2 61 22 1 4 1 1 0 0 0 0 0 0 92 09:15 1 49 17 1 1 0 0 4 0 0 0 0 0 73 09:30 0 53 19 0 6 0 1 1 0 0 0 0 0 80 09:45 2 35 20 2 2 0 0 0 2 0 0 0 0 63 5 198 78 4 13 1 2 5 2 0 0 0 0 308 10:00 1 40 13 0 2 1 0 1 1 0 0 0 0 59 10:15 1 56 20 0 5 0 0 1 1 0 0 0 0 84 10:30 1 36 18 0 2 0 0 2 0 0 0 0 0 59 10:45 1 40 10 0 2 0 0 4 1 0 0 0 0 58 4 172 61 0 11 1 0 8 3 0 0 0 0 260 11:00 1 44 18 0 1 0 0 2 1 0 0 0 0 67 11:15 0 33 11 0 4 0 0 1 2 0 0 0 0 51 11:30 1 56 18 0 3 1 0 0 2 0 0 0 0 81 11:45 0 42 19 1 3 0 0 1 1 0 0 0 0 67 2 175 66 1 11 1 0 4 6 0 0 0 0 266 Total 22 1414 461 36 96 13 3 23 19 0 1 0 0 2088 Percent 1.1% 67.7% 22.1% 1.7% 4.6% 0.6% 0.1% 1.1% 0.9% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 4

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 2 Station ID: 2 HICKORY ST WEST OF HICKORY

SPRINGS IND. DRIVE Latitude: 0' 0.000 Undefined WB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 0 61 25 3 4 0 0 0 4 0 0 0 0 97 12:15 0 46 18 0 5 0 0 0 1 0 0 0 0 70 12:30 1 56 24 0 3 0 0 1 2 0 0 0 0 87 12:45 1 48 16 1 5 0 0 0 0 0 0 0 0 71 2 211 83 4 17 0 0 1 7 0 0 0 0 325 13:00 0 53 14 0 2 1 0 1 1 0 0 0 0 72 13:15 0 59 15 3 2 0 1 0 0 0 0 0 0 80 13:30 0 48 9 4 4 0 0 1 1 0 0 0 0 67 13:45 1 48 20 7 6 0 1 0 0 0 0 0 0 83 1 208 58 14 14 1 2 2 2 0 0 0 0 302 14:00 2 60 14 1 4 1 0 4 0 0 0 0 0 86 14:15 2 77 27 3 5 1 0 1 0 0 0 0 0 116 14:30 3 65 23 4 4 0 0 1 0 0 0 0 0 100 14:45 0 45 22 3 5 4 0 0 1 0 0 0 0 80 7 247 86 11 18 6 0 6 1 0 0 0 0 382 15:00 0 57 15 0 9 1 0 0 2 0 0 0 0 84 15:15 2 50 18 0 2 1 0 1 0 0 0 0 0 74 15:30 4 70 21 0 6 2 0 1 1 0 0 0 0 105 15:45 1 85 23 3 3 1 1 1 0 0 0 0 0 118 7 262 77 3 20 5 1 3 3 0 0 0 0 381 16:00 5 80 23 2 9 2 0 1 1 0 0 0 0 123 16:15 1 81 19 0 3 0 0 1 1 0 0 0 0 106 16:30 3 104 24 0 2 0 0 1 0 0 0 0 0 134 16:45 2 87 17 0 1 0 0 1 0 0 0 0 0 108 11 352 83 2 15 2 0 4 2 0 0 0 0 471 17:00 0 113 27 2 5 1 0 0 0 0 0 0 1 149 17:15 5 73 24 0 1 2 0 0 0 0 0 0 0 105 17:30 2 95 29 0 6 1 0 2 0 0 0 1 0 136 17:45 0 52 26 0 7 1 0 1 0 0 0 0 0 87 7 333 106 2 19 5 0 3 0 0 0 1 1 477 18:00 2 89 27 0 4 0 0 1 0 0 0 0 0 123 18:15 1 81 24 0 3 0 0 0 0 0 0 0 0 109 18:30 0 77 16 0 0 0 0 1 0 0 0 0 0 94 18:45 0 70 21 0 1 0 0 0 0 0 0 0 0 92 3 317 88 0 8 0 0 2 0 0 0 0 0 418 19:00 2 62 12 0 0 0 0 0 0 0 0 0 0 76 19:15 2 38 11 0 0 0 0 1 0 0 0 0 0 52 19:30 0 47 13 0 1 0 0 0 1 0 0 0 0 62 19:45 2 42 6 0 0 1 0 0 0 0 0 0 0 51 6 189 42 0 1 1 0 1 1 0 0 0 0 241 20:00 0 30 6 0 0 0 0 0 0 0 0 0 0 36 20:15 0 40 7 0 1 0 0 0 0 0 0 0 0 48 20:30 0 40 3 0 0 0 0 1 0 0 0 0 0 44 20:45 1 21 4 0 3 0 0 0 0 0 0 0 0 29 1 131 20 0 4 0 0 1 0 0 0 0 0 157 21:00 0 34 4 0 2 0 0 0 0 0 0 0 0 40 21:15 0 16 5 0 0 0 0 0 0 0 0 0 0 21 21:30 0 18 2 0 1 0 0 0 1 0 0 0 0 22 21:45 0 15 4 0 0 0 0 0 0 0 0 0 0 19 0 83 15 0 3 0 0 0 1 0 0 0 0 102 22:00 0 10 3 0 0 0 0 0 0 0 0 0 0 13 22:15 0 20 5 0 1 0 0 0 1 0 0 0 0 27 22:30 0 8 1 0 0 0 0 0 0 0 0 0 0 9 22:45 0 15 1 0 1 0 0 0 0 0 0 0 0 17 0 53 10 0 2 0 0 0 1 0 0 0 0 66 23:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9 23:15 0 9 1 0 3 1 0 0 0 0 0 0 0 14 23:30 0 4 1 0 0 0 0 0 0 0 0 0 0 5 23:45 0 6 1 0 0 0 0 0 1 0 0 0 0 8 0 28 3 0 3 1 0 0 1 0 0 0 0 36 Total 45 2414 671 36 124 21 3 23 19 0 0 1 1 3358 Percent 1.3% 71.9% 20.0% 1.1% 3.7% 0.6% 0.1% 0.7% 0.6% 0.0% 0.0% 0.0% 0.0%

Grand 67 3828 1132 72 220 34 6 46 38 0 1 1 1 5446 Total Percent 1.2% 70.3% 20.8% 1.3% 4.0% 0.6% 0.1% 0.8% 0.7% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 1

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 1 Station ID: 1 HOLLY SPRINGS PKWY. NORTH OF JACKSON ST

Latitude: 0' 0.000 Undefined NB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/17/10 0 4 3 0 0 0 0 0 0 0 0 0 0 7 00:15 0 4 1 0 0 0 0 0 0 0 0 0 0 5 00:30 0 2 0 0 0 0 0 0 0 0 0 0 0 2 00:45 0 4 0 0 0 0 0 0 0 0 0 0 0 4 0 14 4 0 0 0 0 0 0 0 0 0 0 18 01:00 0 4 0 0 0 0 0 0 0 0 0 0 0 4 01:15 0 3 2 0 0 0 0 0 0 0 0 0 0 5 01:30 0 2 0 0 0 0 0 0 0 0 0 0 0 2 01:45 0 2 1 0 0 0 0 0 0 0 0 0 0 3 0 11 3 0 0 0 0 0 0 0 0 0 0 14 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 1 0 0 0 1 0 0 0 0 0 0 0 2 02:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 1 0 0 1 0 0 0 0 0 0 0 3 03:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3 03:15 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:30 0 1 2 0 0 0 0 0 0 0 0 0 0 3 03:45 0 4 1 1 0 0 0 0 0 0 0 0 0 6 0 8 4 1 0 0 0 0 0 0 0 0 0 13 04:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:15 0 1 0 0 0 2 0 0 0 0 0 0 0 3 04:30 0 5 1 0 1 0 0 0 1 0 0 0 0 8 04:45 0 6 0 0 0 0 0 0 0 0 0 0 0 6 0 13 1 0 1 2 0 0 1 0 0 0 0 18 05:00 0 9 2 0 0 0 0 1 0 0 0 0 0 12 05:15 0 7 2 0 1 0 0 0 0 0 0 0 0 10 05:30 0 12 1 0 1 0 0 0 0 0 0 0 0 14 05:45 0 15 7 0 1 0 0 0 0 0 0 0 0 23 0 43 12 0 3 0 0 1 0 0 0 0 0 59 06:00 0 19 7 1 2 1 0 0 1 0 0 0 0 31 06:15 0 27 6 2 2 0 1 0 0 0 0 0 0 38 06:30 0 32 17 1 1 0 0 0 1 0 0 0 0 52 06:45 1 38 22 3 0 0 0 0 0 0 0 0 0 64 1 116 52 7 5 1 1 0 2 0 0 0 0 185 07:00 1 39 23 1 3 1 0 0 0 1 0 0 0 69 07:15 1 49 21 1 1 0 0 2 0 0 0 0 0 75 07:30 0 55 23 2 2 1 0 0 0 0 0 0 0 83 07:45 3 84 33 0 6 1 0 3 0 0 0 0 0 130 5 227 100 4 12 3 0 5 0 1 0 0 0 357 08:00 1 51 36 1 4 2 0 1 0 0 0 0 0 96 08:15 1 57 19 1 4 0 0 0 0 0 0 0 0 82 08:30 3 68 32 2 7 0 0 2 2 1 0 0 0 117 08:45 1 54 33 2 8 0 0 0 0 0 0 0 0 98 6 230 120 6 23 2 0 3 2 1 0 0 0 393 09:00 1 61 31 0 9 0 0 0 0 0 0 0 0 102 09:15 0 35 32 2 6 0 0 1 0 0 0 0 0 76 09:30 2 41 31 1 9 1 0 1 0 0 0 0 0 86 09:45 0 54 20 1 3 1 0 0 1 0 0 0 0 80 3 191 114 4 27 2 0 2 1 0 0 0 0 344 10:00 0 45 30 2 3 1 0 1 1 0 0 0 0 83 10:15 3 44 21 0 3 0 0 0 0 0 0 0 0 71 10:30 0 44 29 1 5 0 0 0 0 0 0 0 0 79 10:45 0 51 27 0 7 1 0 3 1 0 0 0 0 90 3 184 107 3 18 2 0 4 2 0 0 0 0 323 11:00 0 56 31 1 7 0 0 2 0 0 0 0 0 97 11:15 3 44 15 1 4 3 0 2 1 1 0 0 0 74 11:30 0 49 24 2 7 1 0 0 2 0 0 0 0 85 11:45 0 67 30 1 7 0 0 4 2 0 0 0 0 111 3 216 100 5 25 4 0 8 5 1 0 0 0 367 Total 21 1254 618 30 114 17 1 23 13 3 0 0 0 2094 Percent 1.0% 59.9% 29.5% 1.4% 5.4% 0.8% 0.0% 1.1% 0.6% 0.1% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 2

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 1 Station ID: 1 HOLLY SPRINGS PKWY. NORTH OF JACKSON ST

Latitude: 0' 0.000 Undefined NB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 2 70 35 1 6 2 0 0 2 0 0 0 0 118 12:15 0 64 39 1 4 2 0 0 2 0 0 0 0 112 12:30 0 68 22 2 10 0 0 1 2 0 0 0 0 105 12:45 3 60 22 0 6 3 0 1 1 0 0 0 0 96 5 262 118 4 26 7 0 2 7 0 0 0 0 431 13:00 2 65 28 0 3 1 0 0 3 0 0 0 0 102 13:15 1 45 29 2 3 1 0 0 0 0 0 0 0 81 13:30 0 62 34 3 4 0 0 0 2 0 0 0 0 105 13:45 2 54 31 3 4 0 0 0 0 0 0 0 0 94 5 226 122 8 14 2 0 0 5 0 0 0 0 382 14:00 5 59 34 0 3 3 0 2 0 0 0 0 0 106 14:15 1 63 31 2 5 2 0 1 1 0 0 0 0 106 14:30 6 79 46 1 1 2 0 1 1 0 0 0 0 137 14:45 2 58 31 2 4 0 0 2 1 0 0 0 0 100 14 259 142 5 13 7 0 6 3 0 0 0 0 449 15:00 0 47 30 2 8 0 0 2 1 0 0 0 0 90 15:15 0 68 30 0 4 0 0 0 1 0 0 0 0 103 15:30 3 79 40 0 5 0 0 1 1 0 0 0 0 129 15:45 3 70 37 2 2 0 0 3 0 0 0 0 0 117 6 264 137 4 19 0 0 6 3 0 0 0 0 439 16:00 1 68 31 1 6 3 0 0 0 0 0 0 0 110 16:15 4 70 47 2 1 2 0 1 0 0 0 0 0 127 16:30 1 100 37 0 5 1 0 0 1 0 0 0 0 145 16:45 0 82 34 0 9 0 0 0 1 0 0 0 0 126 6 320 149 3 21 6 0 1 2 0 0 0 0 508 17:00 5 93 37 0 5 4 0 1 0 0 0 0 0 145 17:15 4 104 44 1 8 2 0 3 0 0 0 0 0 166 17:30 2 92 39 1 3 2 0 2 0 0 0 0 0 141 17:45 0 85 38 0 3 1 0 1 0 0 1 0 0 129 11 374 158 2 19 9 0 7 0 0 1 0 0 581 18:00 1 85 39 0 2 1 0 0 0 0 0 0 0 128 18:15 3 81 32 0 7 2 0 0 0 0 0 0 0 125 18:30 0 68 23 0 3 1 0 0 0 0 0 0 0 95 18:45 0 68 27 0 2 1 0 0 0 0 0 0 0 98 4 302 121 0 14 5 0 0 0 0 0 0 0 446 19:00 0 51 16 0 4 1 0 0 0 0 0 0 0 72 19:15 1 50 18 1 5 0 0 0 0 0 0 0 0 75 19:30 0 48 28 0 2 1 0 0 1 0 0 0 0 80 19:45 1 37 13 0 0 0 0 0 0 0 0 0 0 51 2 186 75 1 11 2 0 0 1 0 0 0 0 278 20:00 0 37 8 0 2 1 0 0 0 0 0 0 0 48 20:15 0 26 17 0 1 0 0 1 0 0 0 0 0 45 20:30 0 42 13 0 2 1 0 0 0 0 0 0 0 58 20:45 0 28 8 0 0 0 0 0 0 0 0 0 0 36 0 133 46 0 5 2 0 1 0 0 0 0 0 187 21:00 1 24 2 0 4 0 0 0 0 0 0 0 0 31 21:15 0 18 7 0 0 0 0 0 0 0 0 0 0 25 21:30 0 19 5 0 0 0 0 0 1 0 0 0 0 25 21:45 0 21 6 0 2 0 0 0 0 0 0 0 0 29 1 82 20 0 6 0 0 0 1 0 0 0 0 110 22:00 0 14 4 0 0 0 0 0 0 0 0 0 0 18 22:15 0 16 6 0 1 0 0 0 1 0 0 0 0 24 22:30 0 13 3 0 0 0 0 0 0 0 0 0 0 16 22:45 0 8 2 0 0 0 0 0 0 0 0 0 0 10 0 51 15 0 1 0 0 0 1 0 0 0 0 68 23:00 0 7 2 0 0 0 0 0 0 0 0 0 0 9 23:15 0 6 2 0 0 1 0 0 0 0 0 0 0 9 23:30 0 5 1 0 0 0 0 0 0 0 0 0 0 6 23:45 0 8 0 0 0 0 0 0 1 0 0 0 0 9 0 26 5 0 0 1 0 0 1 0 0 0 0 33 Total 54 2485 1108 27 149 41 0 23 24 0 1 0 0 3912 Percent 1.4% 63.5% 28.3% 0.7% 3.8% 1.0% 0.0% 0.6% 0.6% 0.0% 0.0% 0.0% 0.0%

Grand 75 3739 1726 57 263 58 1 46 37 3 1 0 0 6006 Total Percent 1.2% 62.3% 28.7% 0.9% 4.4% 1.0% 0.0% 0.8% 0.6% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 3

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 1 Station ID: 1 HOLLY SPRINGS PKWY. NORTH OF JACKSON ST

Latitude: 0' 0.000 Undefined SB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 11/17/10 0 3 1 0 1 0 0 0 0 0 0 0 0 5 00:15 0 8 1 0 1 0 0 0 0 0 0 0 0 10 00:30 0 2 3 0 0 0 0 0 0 0 0 0 0 5 00:45 0 4 0 0 1 0 0 0 0 0 0 0 0 5 0 17 5 0 3 0 0 0 0 0 0 0 0 25 01:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 01:15 0 4 0 0 0 0 0 0 0 0 0 0 0 4 01:30 0 3 1 0 0 0 0 0 0 0 0 0 0 4 01:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 10 1 0 0 0 0 0 0 0 0 0 0 11 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 0 2 0 0 0 0 0 0 0 0 0 0 0 2 02:30 0 0 0 0 0 0 0 0 1 0 0 0 0 1 02:45 0 1 3 0 0 0 0 0 0 0 0 0 0 4 0 3 3 0 0 0 0 0 1 0 0 0 0 7 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 0 1 1 0 0 0 0 0 0 0 0 0 0 2 03:30 0 7 2 0 0 1 0 0 0 0 0 0 0 10 03:45 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 9 3 0 0 1 0 0 0 0 0 0 0 13 04:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 0 3 2 0 0 1 0 0 0 0 0 0 0 6 04:30 0 3 1 0 0 0 0 0 0 0 0 0 0 4 04:45 0 2 4 0 3 0 0 0 0 0 0 0 0 9 0 8 7 0 3 1 0 0 0 0 0 0 0 19 05:00 1 9 6 1 2 0 0 0 0 0 0 0 0 19 05:15 0 9 3 0 0 1 0 0 0 0 0 0 0 13 05:30 0 14 8 0 1 0 0 0 0 0 0 0 0 23 05:45 0 22 12 0 2 0 0 0 0 0 0 0 0 36 1 54 29 1 5 1 0 0 0 0 0 0 0 91 06:00 1 21 7 0 3 0 0 0 0 0 0 0 0 32 06:15 0 31 19 0 0 0 0 1 1 0 0 0 0 52 06:30 0 46 24 0 9 0 0 0 0 0 0 0 0 79 06:45 2 75 14 1 7 0 0 1 0 1 0 0 0 101 3 173 64 1 19 0 0 2 1 1 0 0 0 264 07:00 0 62 25 2 12 0 0 1 1 0 0 0 0 103 07:15 1 69 24 0 9 1 0 1 0 0 0 0 0 105 07:30 2 69 41 2 8 0 0 2 0 0 0 0 0 124 07:45 3 72 45 0 9 1 0 3 0 0 0 0 0 133 6 272 135 4 38 2 0 7 1 0 0 0 0 465 08:00 0 55 36 0 9 1 0 0 0 0 0 0 0 101 08:15 1 52 24 1 6 0 0 2 1 0 0 0 0 87 08:30 1 52 27 3 11 2 0 0 1 0 0 0 0 97 08:45 0 41 23 1 7 0 0 0 0 0 0 0 0 72 2 200 110 5 33 3 0 2 2 0 0 0 0 357 09:00 0 36 20 0 7 0 0 1 0 0 0 0 0 64 09:15 0 36 28 1 10 0 0 1 0 0 0 0 0 76 09:30 1 40 26 1 5 1 0 0 1 0 0 0 0 75 09:45 0 24 19 0 11 0 0 0 0 0 0 0 0 54 1 136 93 2 33 1 0 2 1 0 0 0 0 269 10:00 0 43 21 0 4 1 0 0 0 0 0 0 0 69 10:15 0 40 26 0 7 1 0 0 1 0 0 0 0 75 10:30 0 51 22 0 6 1 0 3 0 0 0 0 0 83 10:45 0 40 21 2 8 0 0 2 1 0 0 0 0 74 0 174 90 2 25 3 0 5 2 0 0 0 0 301 11:00 3 46 13 0 4 1 0 1 1 0 0 0 0 69 11:15 4 44 23 0 6 0 0 3 0 0 0 0 0 80 11:30 0 38 29 1 8 0 0 4 1 0 0 0 0 81 11:45 1 56 29 2 10 0 0 2 1 0 0 0 0 101 8 184 94 3 28 1 0 10 3 0 0 0 0 331 Total 21 1240 634 18 187 13 0 28 11 1 0 0 0 2153 Percent 1.0% 57.6% 29.4% 0.8% 8.7% 0.6% 0.0% 1.3% 0.5% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc. Page 4

1336 Farmer Rd.

Conyers, GA 30012

www.alltrafficdata.net

Site Code: 1 Station ID: 1 HOLLY SPRINGS PKWY. NORTH OF JACKSON ST

Latitude: 0' 0.000 Undefined SB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 Axl 5 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi Multi Multi Total 12 PM 3 48 22 0 6 3 1 2 1 0 0 0 0 86 12:15 5 58 26 0 11 0 0 1 1 0 0 0 0 102 12:30 1 64 34 2 3 0 0 1 1 0 0 0 0 106 12:45 2 59 33 1 10 2 0 1 0 0 0 0 0 108 11 229 115 3 30 5 1 5 3 0 0 0 0 402 13:00 2 64 35 2 11 0 0 1 0 0 0 0 0 115 13:15 1 54 36 0 11 1 0 2 1 0 0 0 0 106 13:30 1 49 31 1 3 0 0 0 0 0 0 0 0 85 13:45 2 48 23 0 8 0 0 2 0 0 0 0 0 83 6 215 125 3 33 1 0 5 1 0 0 0 0 389 14:00 3 62 39 1 11 1 0 0 1 0 0 0 0 118 14:15 3 68 32 0 8 0 0 1 2 0 0 0 0 114 14:30 4 64 39 0 8 0 0 1 2 0 0 0 0 118 14:45 4 60 37 1 8 0 0 1 1 0 0 0 0 112 14 254 147 2 35 1 0 3 6 0 0 0 0 462 15:00 0 70 28 2 6 0 0 0 1 0 0 0 0 107 15:15 1 63 28 2 4 0 0 1 0 0 0 0 0 99 15:30 0 53 26 0 8 1 0 1 0 0 0 0 0 89 15:45 0 61 33 0 9 3 0 0 2 0 0 0 0 108 1 247 115 4 27 4 0 2 3 0 0 0 0 403 16:00 3 80 33 2 18 0 0 0 1 0 0 0 0 137 16:15 2 52 23 0 8 1 0 1 0 0 0 0 0 87 16:30 1 66 33 0 12 0 0 3 0 0 0 0 0 115 16:45 2 52 38 0 2 0 0 2 0 0 0 0 0 96 8 250 127 2 40 1 0 6 1 0 0 0 0 435 17:00 4 70 34 2 5 3 0 0 0 0 0 0 0 118 17:15 4 86 33 0 9 0 0 0 1 0 1 0 0 134 17:30 1 78 39 0 8 3 0 2 0 0 0 0 0 131 17:45 1 75 34 0 7 0 0 0 0 0 0 0 0 117 10 309 140 2 29 6 0 2 1 0 1 0 0 500 18:00 2 58 31 0 4 0 0 0 0 0 0 0 0 95 18:15 3 76 24 0 8 1 0 1 0 0 0 0 0 113 18:30 1 64 22 1 3 0 0 0 0 0 0 0 0 91 18:45 1 51 24 0 3 1 0 0 0 0 0 0 0 80 7 249 101 1 18 2 0 1 0 0 0 0 0 379 19:00 2 58 23 1 3 0 0 0 0 0 0 0 0 87 19:15 1 47 14 0 7 0 0 1 0 0 0 0 0 70 19:30 1 41 11 0 5 1 0 0 1 0 0 0 0 60 19:45 0 38 15 0 3 0 0 0 1 0 0 0 0 57 4 184 63 1 18 1 0 1 2 0 0 0 0 274 20:00 1 42 16 0 2 0 0 0 0 0 0 0 0 61 20:15 0 32 12 0 3 0 0 1 0 0 0 0 0 48 20:30 0 34 17 0 0 1 0 0 0 0 0 0 0 52 20:45 0 30 12 0 4 0 0 0 0 0 0 0 0 46 1 138 57 0 9 1 0 1 0 0 0 0 0 207 21:00 1 30 13 0 1 0 0 0 0 0 0 0 0 45 21:15 0 20 13 0 2 0 0 0 0 0 0 0 0 35 21:30 0 25 6 0 0 0 0 0 0 0 0 0 0 31 21:45 0 20 11 0 2 0 0 0 0 0 0 0 0 33 1 95 43 0 5 0 0 0 0 0 0 0 0 144 22:00 0 14 9 0 0 1 0 0 0 0 0 0 0 24 22:15 0 15 3 0 1 0 0 0 0 0 0 0 0 19 22:30 0 16 8 0 0 0 0 1 0 0 0 0 0 25 22:45 0 14 3 0 0 0 0 0 0 0 0 0 0 17 0 59 23 0 1 1 0 1 0 0 0 0 0 85 23:00 0 15 0 0 0 0 0 0 0 0 0 0 0 15 23:15 0 12 2 0 0 0 0 0 0 0 0 0 0 14 23:30 0 7 4 0 0 0 0 0 0 0 0 0 0 11 23:45 0 4 3 0 1 0 0 0 0 0 0 0 0 8 0 38 9 0 1 0 0 0 0 0 0 0 0 48 Total 63 2267 1065 18 246 23 1 27 17 0 1 0 0 3728 Percent 1.7% 60.8% 28.6% 0.5% 6.6% 0.6% 0.0% 0.7% 0.5% 0.0% 0.0% 0.0% 0.0%

Grand 84 3507 1699 36 433 36 1 55 28 1 1 0 0 5881 Total Percent 1.4% 59.6% 28.9% 0.6% 7.4% 0.6% 0.0% 0.9% 0.5% 0.0% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #1 HollySprgPkwy@JacksonStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks HOLLY SPRINGS PKWY JACKSON STREET HOLLY SPRINGS PKWY Southbound Northwestbound Northbound Start Time Bear Left Thru Peds App. Total Hard Left Bear Right Peds App. Total Thru Hard Right Peds App. Total Int. Total 04:00 PM 12 101 0 113 0 22 0 22 109 0 0 109 244 04:15 PM 21 104 0 125 0 19 4 23 90 0 0 90 238 04:30 PM 7 111 0 118 0 40 0 40 123 0 0 123 281 04:45 PM 11 101 0 112 0 21 0 21 94 3 0 97 230 Total 51 417 0 468 0 102 4 106 416 3 0 419 993

05:00 PM 11 115 0 126 0 40 1 41 124 1 0 125 292 05:15 PM 10 137 0 147 0 25 0 25 115 0 0 115 287 05:30 PM 7 110 0 117 0 29 0 29 101 0 0 101 247 05:45 PM 10 94 0 104 0 28 0 28 102 0 0 102 234 Total 38 456 0 494 0 122 1 123 442 1 0 443 1060

Grand Total 89 873 0 962 0 224 5 229 858 4 0 862 2053 Apprch % 9.3 90.7 0 0 97.8 2.2 99.5 0.5 0 Total % 4.3 42.5 0 46.9 0 10.9 0.2 11.2 41.8 0.2 0 42 Cars 88 869 0 957 0 223 5 228 851 4 0 855 2040 % Cars 98.9 99.5 0 99.5 0 99.6 100 99.6 99.2 100 0 99.2 99.4 Trucks 1 4 0 5 0 1 0 1 7 0 0 7 13 % Trucks 1.1 0.5 0 0.5 0 0.4 0 0.4 0.8 0 0 0.8 0.6 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #1 HollySprgPkwy@JacksonStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 HOLLY SPRINGS PKWY Out In Total 1074 957 2031 8 5 13 1082 962 2044

869 88 0 4 1 0 873 89 0 Thru Bear Peds Left

North

11/16/2010 04:00 PM 11/16/2010 05:45 PM

Cars Trucks

Bear Right Hard 223 1 Thru Right Peds Hard Left 0 224 851 4 0 0 7 0 0 0 320 2 858 4 0 Peds 5 0 322 5 Total 228 1 869 855 1724 229 In 4 7 11 92 873 862 1735 1 Out In Total 93 HOLLY SPRINGS PKWY Out JACKSON STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #1 HollySprgPkwy@JacksonStPM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

HOLLY SPRINGS PKWY JACKSON STREET HOLLY SPRINGS PKWY Southbound Northwestbound Northbound Start Time Bear Left Thru Peds App. Total Hard Left Bear Right Peds App. Total Thru Hard Right Peds App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 7 111 0 118 0 40 0 40 123 0 0 123 281 04:45 PM 11 101 0 112 0 21 0 21 94 3 0 97 230 05:00 PM 11 115 0 126 0 40 1 41 124 1 0 125 292 05:15 PM 10 137 0 147 0 25 0 25 115 0 0 115 287 Total Volume 39 464 0 503 0 126 1 127 456 4 0 460 1090 % App. Total 7.8 92.2 0 0 99.2 0.8 99.1 0.9 0 PHF .886 .847 .000 .855 .000 .788 .250 .774 .919 .333 .000 .920 .933 Cars 39 463 0 502 0 125 1 126 452 4 0 456 1084 % Cars 100 99.8 0 99.8 0 99.2 100 99.2 99.1 100 0 99.1 99.4 Trucks 0 1 0 1 0 1 0 1 4 0 0 4 6 % Trucks 0 0.2 0 0.2 0 0.8 0 0.8 0.9 0 0 0.9 0.6

HOLLY SPRINGS PKWY Out In Total 577 502 1079 5 1 6 582 503 1085

463 39 0 1 0 0 464 39 0 Thru Bear Peds Left

Peak Hour Data

North

Peak Hour Begins at 04:30 PM

Cars Trucks

Bear Right Hard 125 1 Thru Right Peds Hard Left 0 126 452 4 0 0 4 0 0 0 169 1 456 4 0 Peds 1 0 170 1 Total 126 1 463 456 919 127 In 1 4 5 43 464 460 924 0 Out In Total 43 HOLLY SPRINGS PKWY Out JACKSON STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #1 HollySprgPkwy@JacksonStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 1

Groups Printed- Cars - Trucks HOLLY SPRINGS PKWY JACKSON STREET HOLLY SPRINGS PKWY Southbound Northwestbound Northbound Start Time Bear Left Thru Peds App. Total Hard Left Bear Right Peds App. Total Thru Hard Right Peds App. Total Int. Total 07:00 AM 12 102 0 114 0 21 0 21 52 0 0 52 187 07:15 AM 7 101 0 108 0 13 0 13 59 0 0 59 180 07:30 AM 16 126 0 142 0 19 0 19 90 0 0 90 251 07:45 AM 20 107 0 127 0 14 0 14 124 0 0 124 265 Total 55 436 0 491 0 67 0 67 325 0 0 325 883

08:00 AM 14 92 0 106 0 11 0 11 82 0 0 82 199 08:15 AM 13 76 0 89 0 18 0 18 71 1 0 72 179 08:30 AM 8 84 0 92 0 10 0 10 98 0 0 98 200 08:45 AM 6 73 0 79 0 16 2 18 72 0 0 72 169 Total 41 325 0 366 0 55 2 57 323 1 0 324 747

Grand Total 96 761 0 857 0 122 2 124 648 1 0 649 1630 Apprch % 11.2 88.8 0 0 98.4 1.6 99.8 0.2 0 Total % 5.9 46.7 0 52.6 0 7.5 0.1 7.6 39.8 0.1 0 39.8 Cars 95 759 0 854 0 121 2 123 640 1 0 641 1618 % Cars 99 99.7 0 99.6 0 99.2 100 99.2 98.8 100 0 98.8 99.3 Trucks 1 2 0 3 0 1 0 1 8 0 0 8 12 % Trucks 1 0.3 0 0.4 0 0.8 0 0.8 1.2 0 0 1.2 0.7 All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #1 HollySprgPkwy@JacksonStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 2 HOLLY SPRINGS PKWY Out In Total 761 854 1615 9 3 12 770 857 1627

759 95 0 2 1 0 761 96 0 Thru Bear Peds Left

North

11/16/2010 07:00 AM 11/16/2010 08:45 AM

Cars Trucks

Bear Right Hard 121 1 Thru Right Peds Hard Left 0 122 640 1 0 0 8 0 0 0 219 2 648 1 0 Peds 2 0 221 2 Total 123 1 759 641 1400 124 In 2 8 10 96 761 649 1410 1 Out In Total 97 HOLLY SPRINGS PKWY Out JACKSON STREET All Traffic Data Services, Inc 1336 Farmer Road Conyers, Ga. 30012 404-374-1283 File Name : #1 HollySprgPkwy@JacksonStAM Site Code : 00000000 Start Date : 11/16/2010 Page No : 3

HOLLY SPRINGS PKWY JACKSON STREET HOLLY SPRINGS PKWY Southbound Northwestbound Northbound Start Time Bear Left Thru Peds App. Total Hard Left Bear Right Peds App. Total Thru Hard Right Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 7 101 0 108 0 13 0 13 59 0 0 59 180 07:30 AM 16 126 0 142 0 19 0 19 90 0 0 90 251 07:45 AM 20 107 0 127 0 14 0 14 124 0 0 124 265 08:00 AM 14 92 0 106 0 11 0 11 82 0 0 82 199 Total Volume 57 426 0 483 0 57 0 57 355 0 0 355 895 % App. Total 11.8 88.2 0 0 100 0 100 0 0 PHF .713 .845 .000 .850 .000 .750 .000 .750 .716 .000 .000 .716 .844 Cars 57 425 0 482 0 57 0 57 352 0 0 352 891 % Cars 100 99.8 0 99.8 0 100 0 100 99.2 0 0 99.2 99.6 Trucks 0 1 0 1 0 0 0 0 3 0 0 3 4 % Trucks 0 0.2 0 0.2 0 0 0 0 0.8 0 0 0.8 0.4

HOLLY SPRINGS PKWY Out In Total 409 482 891 3 1 4 412 483 895

425 57 0 1 0 0 426 57 0 Thru Bear Peds Left

Peak Hour Data

North

Peak Hour Begins at 07:15 AM

Cars Trucks

Bear Right57 Hard 0 Thru Right Peds Hard 57 Left 0 352 0 0 0 3 0 0 0 114 0 355 0 0 Peds 0 0 114 0 57 Total 0 425 352 777 57 In 1 3 4 57 426 355 781 0 Out In Total 57 HOLLY SPRINGS PKWY Out JACKSON STREET APPENDICES

APPENDIX B Synchro Output

City of Holly Springs, Georgia Town Center Transportation Study & Plan

HCM Signalized Intersection Capacity Analysis 2: Holly Street & Holly Springs Pkwy 4/14/2011

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 90 80 50 180 180 270 80 270 210 330 210 90 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.91 1.00 0.93 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1693 1770 1738 1770 1774 Flt Permitted 0.24 1.00 1.00 0.69 1.00 0.40 1.00 0.25 1.00 Satd. Flow (perm) 438 1863 1583 1292 1693 747 1738 471 1774 Peak-hour factor, PHF 0.70 0.82 0.73 0.84 0.82 0.79 0.88 0.91 0.88 0.85 0.80 0.74 Adj. Flow (vph) 129 98 68 214 220 342 91 297 239 388 262 122 RTOR Reduction (vph) 0 0 54 0 70 0 0 36 0 0 21 0 Lane Group Flow (vph) 129 98 14 214 492 0 91 500 0 388 363 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 7 8 2 6 Permitted Phases 7 7 8 2 6 Actuated Green, G (s) 17.0 17.0 17.0 17.0 17.0 34.0 34.0 34.0 34.0 Effective Green, g (s) 17.0 17.0 17.0 17.0 17.0 34.0 34.0 34.0 34.0 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.42 0.42 0.42 0.42 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 93 396 336 275 360 317 739 200 754 v/s Ratio Prot 0.05 c0.29 0.29 0.20 v/s Ratio Perm c0.29 0.01 0.17 0.12 c0.82 v/c Ratio 1.39 0.25 0.04 0.78 1.37 0.29 0.68 1.94 0.48 Uniform Delay, d1 31.5 26.2 25.0 29.7 31.5 15.1 18.6 23.0 16.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 227.3 1.5 0.2 19.3 181.8 2.3 4.9 440.8 2.2 Delay (s) 258.8 27.7 25.3 49.0 213.3 17.3 23.5 463.8 18.8 Level of Service F C C D F B C F B Approach Delay (s) 128.2 168.0 22.6 242.5 Approach LOS F F C F Intersection Summary HCM Average Control Delay 149.6 HCM Level of Service F HCM Volume to Capacity ratio 1.66 Actuated Cycle Length (s) 80.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group

4/14/2011 2020 No Build PM Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 4: Jackson Street & Holly Springs Pkwy 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 0 170 610 10 50 620 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.25 0.79 0.92 0.33 0.89 0.85 Hourly flow rate (vph) 0 215 663 30 56 729 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 608 pX, platoon unblocked 0.99 0.99 0.99 vC, conflicting volume 1520 678 693 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1520 672 687 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 52 94 cM capacity (veh/h) 122 452 900 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 215 693 786 Volume Left 0 0 56 Volume Right 215 30 0 cSH 452 1700 900 Volume to Capacity 0.48 0.41 0.06 Queue Length 95th (ft) 63 0 5 Control Delay (s) 20.0 0.0 1.6 Lane LOS C A Approach Delay (s) 20.0 0.0 1.6 Approach LOS C Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 74.8% ICU Level of Service D Analysis Period (min) 15

4/14/2011 2020 No Build PM Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis 5: Hickory Street & Jackson Street 4/14/2011

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 30 590 630 90 30 30 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 33 641 685 98 33 33 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 140 pX, platoon unblocked 0.80 vC, conflicting volume 783 1440 391 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 783 1426 391 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 96 67 95 cM capacity (veh/h) 831 98 608 Direction, Lane # EB 1 WB 1 WB 2 SB 1 Volume Total 674 457 326 65 Volume Left 33 0 0 33 Volume Right 0 0 98 33 cSH 831 1700 1700 168 Volume to Capacity 0.04 0.27 0.19 0.39 Queue Length 95th (ft) 3 0 0 42 Control Delay (s) 1.0 0.0 0.0 39.3 Lane LOS A E Approach Delay (s) 1.0 0.0 39.3 Approach LOS E Intersection Summary Average Delay 2.1 Intersection Capacity Utilization 65.7% ICU Level of Service C Analysis Period (min) 15

4/14/2011 2020 No Build PM Synchro 7 - Report Page 3 HCM Unsignalized Intersection Capacity Analysis 6: Hickory Street & Palm Street 4/14/2011

Intersection Sign configuration not allowed in HCM analysis.

4/14/2011 2020 No Build PM Synchro 7 - Report Page 4 HCM Unsignalized Intersection Capacity Analysis 7: P. Rickman Ind & Jackson Street 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 30 80 110 20 30 30 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.37 0.64 0.84 0.75 0.46 0.89 Hourly flow rate (vph) 81 125 131 27 65 34 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 308 144 158 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 308 144 158 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 88 86 95 cM capacity (veh/h) 652 903 1422 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 206 158 99 Volume Left 81 0 65 Volume Right 125 27 0 cSH 785 1700 1422 Volume to Capacity 0.26 0.09 0.05 Queue Length 95th (ft) 26 0 4 Control Delay (s) 11.2 0.0 5.2 Lane LOS B A Approach Delay (s) 11.2 0.0 5.2 Approach LOS B Intersection Summary Average Delay 6.1 Intersection Capacity Utilization 26.9% ICU Level of Service A Analysis Period (min) 15

4/14/2011 2020 No Build PM Synchro 7 - Report Page 5 HCM Unsignalized Intersection Capacity Analysis 12: Hickory Street & Holly Springs Ind 4/14/2011

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 570 30 0 520 180 80 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.87 0.64 0.38 0.89 0.68 0.65 Hourly flow rate (vph) 655 47 0 584 265 123 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 702 1263 679 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 702 1263 679 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 100 0 73 cM capacity (veh/h) 895 187 452 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 702 584 388 Volume Left 0 0 265 Volume Right 47 0 123 cSH 1700 895 230 Volume to Capacity 0.41 0.00 1.69 Queue Length 95th (ft) 0 0 636 Control Delay (s) 0.0 0.0 363.6 Lane LOS F Approach Delay (s) 0.0 0.0 363.6 Approach LOS F Intersection Summary Average Delay 84.2 Intersection Capacity Utilization 53.3% ICU Level of Service A Analysis Period (min) 15

4/14/2011 2020 No Build PM Synchro 7 - Report Page 6 HCM Signalized Intersection Capacity Analysis 2: Holly Street & Holly Springs Pkwy 4/14/2011

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 70 56 35 131 137 199 56 201 159 246 159 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.91 1.00 0.93 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1695 1770 1737 1770 1774 Flt Permitted 0.25 1.00 1.00 0.71 1.00 0.50 1.00 0.38 1.00 Satd. Flow (perm) 466 1863 1583 1328 1695 927 1737 706 1774 Peak-hour factor, PHF 0.70 0.82 0.73 0.84 0.82 0.79 0.88 0.91 0.88 0.85 0.80 0.74 Adj. Flow (vph) 100 68 48 156 167 252 64 221 181 289 199 92 RTOR Reduction (vph) 0 0 38 0 72 0 0 39 0 0 22 0 Lane Group Flow (vph) 100 68 10 156 347 0 64 363 0 289 269 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 7 8 2 6 Permitted Phases 7 7 8 2 6 Actuated Green, G (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Effective Green, g (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.41 0.41 0.41 0.41 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 99 397 338 283 362 383 718 292 733 v/s Ratio Prot 0.04 c0.20 0.21 0.15 v/s Ratio Perm c0.21 0.01 0.12 0.07 c0.41 v/c Ratio 1.01 0.17 0.03 0.55 0.96 0.17 0.51 0.99 0.37 Uniform Delay, d1 29.5 24.1 23.4 26.3 29.2 13.9 16.3 21.8 15.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 93.2 0.9 0.2 7.5 37.7 0.9 2.5 50.1 1.4 Delay (s) 122.7 25.0 23.5 33.8 66.9 14.8 18.8 72.0 16.6 Level of Service F C C C E B B E B Approach Delay (s) 69.9 57.9 18.3 44.2 Approach LOS E E B D Intersection Summary HCM Average Control Delay 44.9 HCM Level of Service D HCM Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

4/14/2011 Existing PM Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 4: Jackson Street & Holly Springs Pkwy 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 0 126 456 4 39 464 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.25 0.79 0.92 0.33 0.89 0.85 Hourly flow rate (vph) 0 159 496 12 44 546 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 608 pX, platoon unblocked vC, conflicting volume 1135 502 508 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1135 502 508 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 72 96 cM capacity (veh/h) 214 570 1057 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 159 508 590 Volume Left 0 0 44 Volume Right 159 12 0 cSH 570 1700 1057 Volume to Capacity 0.28 0.30 0.04 Queue Length 95th (ft) 29 0 3 Control Delay (s) 13.8 0.0 1.1 Lane LOS B A Approach Delay (s) 13.8 0.0 1.1 Approach LOS B Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis 5: Hickory Street & Jackson Street 4/14/2011

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 24 437 467 69 22 22 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 26 475 508 75 24 24 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 140 pX, platoon unblocked 0.87 vC, conflicting volume 583 1072 291 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 583 1008 291 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 88 97 cM capacity (veh/h) 988 201 705 Direction, Lane # EB 1 WB 1 WB 2 SB 1 Volume Total 501 338 244 48 Volume Left 26 0 0 24 Volume Right 0 0 75 24 cSH 988 1700 1700 312 Volume to Capacity 0.03 0.20 0.14 0.15 Queue Length 95th (ft) 2 0 0 13 Control Delay (s) 0.8 0.0 0.0 18.6 Lane LOS A C Approach Delay (s) 0.8 0.0 18.6 Approach LOS C Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 3 HCM Unsignalized Intersection Capacity Analysis 6: Hickory Street & Palm Street 4/14/2011

Intersection Sign configuration not allowed in HCM analysis.

4/14/2011 Existing PM Synchro 7 - Report Page 4 HCM Unsignalized Intersection Capacity Analysis 7: P. Rickman Ind & Jackson Street 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 19 56 81 12 26 25 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.37 0.64 0.84 0.75 0.46 0.89 Hourly flow rate (vph) 51 88 96 16 57 28 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 246 104 112 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 246 104 112 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 93 91 96 cM capacity (veh/h) 714 950 1477 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 139 112 85 Volume Left 51 0 57 Volume Right 88 16 0 cSH 847 1700 1477 Volume to Capacity 0.16 0.07 0.04 Queue Length 95th (ft) 15 0 3 Control Delay (s) 10.1 0.0 5.1 Lane LOS B A Approach Delay (s) 10.1 0.0 5.1 Approach LOS B Intersection Summary Average Delay 5.5 Intersection Capacity Utilization 20.6% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 5 HCM Unsignalized Intersection Capacity Analysis 12: Hickory Street & Holly Springs Ind 4/14/2011

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 425 23 3 386 133 57 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.87 0.64 0.38 0.89 0.68 0.65 Hourly flow rate (vph) 489 36 8 434 196 88 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 524 956 506 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 524 956 506 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 31 85 cM capacity (veh/h) 1042 284 566 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 524 442 283 Volume Left 0 8 196 Volume Right 36 0 88 cSH 1700 1042 336 Volume to Capacity 0.31 0.01 0.84 Queue Length 95th (ft) 0 1 188 Control Delay (s) 0.0 0.2 53.3 Lane LOS A F Approach Delay (s) 0.0 0.2 53.3 Approach LOS F Intersection Summary Average Delay 12.2 Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 6 HCM Signalized Intersection Capacity Analysis 2: Holly Street & Holly Springs Pkwy 4/14/2011

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 100 230 70 200 100 220 20 110 150 270 270 40 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.89 1.00 0.93 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1663 1770 1733 1770 1815 Flt Permitted 0.25 1.00 1.00 0.59 1.00 0.38 1.00 0.42 1.00 Satd. Flow (perm) 466 1863 1583 1101 1663 715 1733 776 1815 Peak-hour factor, PHF 0.82 0.84 0.68 0.95 0.81 0.71 0.61 0.56 0.88 0.89 0.82 0.59 Adj. Flow (vph) 122 274 103 211 123 310 33 196 170 303 329 68 RTOR Reduction (vph) 0 0 81 0 121 0 0 42 0 0 10 0 Lane Group Flow (vph) 122 274 22 211 312 0 33 324 0 303 387 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 7 8 2 6 Permitted Phases 7 7 8 2 6 Actuated Green, G (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Effective Green, g (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.41 0.41 0.41 0.41 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 99 397 338 235 355 296 716 321 750 v/s Ratio Prot 0.15 0.19 0.19 0.21 v/s Ratio Perm c0.26 0.01 c0.19 0.05 c0.39 v/c Ratio 1.23 0.69 0.07 0.90 0.88 0.11 0.45 0.94 0.52 Uniform Delay, d1 29.5 27.2 23.5 28.7 28.6 13.5 15.9 21.2 16.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 165.5 9.5 0.4 37.2 25.1 0.8 2.1 37.8 2.5 Delay (s) 195.0 36.7 23.9 65.9 53.7 14.3 17.9 59.0 18.9 Level of Service F D C E D B B E B Approach Delay (s) 72.7 57.7 17.6 36.3 Approach LOS E E B D Intersection Summary HCM Average Control Delay 47.2 HCM Level of Service D HCM Volume to Capacity ratio 1.00 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 67.6% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

4/14/2011 2020 No Build AM Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 4: Jackson Street & Holly Springs Pkwy 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 0 80 480 0 80 570 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.25 0.75 0.72 0.25 0.71 0.85 Hourly flow rate (vph) 0 107 667 0 113 671 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 608 pX, platoon unblocked 0.99 0.99 0.99 vC, conflicting volume 1563 667 667 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1563 657 657 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 77 88 cM capacity (veh/h) 107 460 920 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 107 667 783 Volume Left 0 0 113 Volume Right 107 0 0 cSH 460 1700 920 Volume to Capacity 0.23 0.39 0.12 Queue Length 95th (ft) 22 0 10 Control Delay (s) 15.2 0.0 3.0 Lane LOS C A Approach Delay (s) 15.2 0.0 3.0 Approach LOS C Intersection Summary Average Delay 2.5 Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15

4/14/2011 2020 No Build AM Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis 5: Hickory Street & Jackson Street 4/14/2011

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 20 640 520 90 20 20 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 22 696 565 98 22 22 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 140 pX, platoon unblocked 0.75 vC, conflicting volume 663 1353 332 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 663 1304 332 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 98 80 97 cM capacity (veh/h) 922 111 664 Direction, Lane # EB 1 WB 1 WB 2 SB 1 Volume Total 717 377 286 43 Volume Left 22 0 0 22 Volume Right 0 0 98 22 cSH 922 1700 1700 190 Volume to Capacity 0.02 0.22 0.17 0.23 Queue Length 95th (ft) 2 0 0 21 Control Delay (s) 0.6 0.0 0.0 29.4 Lane LOS A D Approach Delay (s) 0.6 0.0 29.4 Approach LOS D Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15

4/14/2011 2020 No Build AM Synchro 7 - Report Page 3 HCM Unsignalized Intersection Capacity Analysis 6: Hickory Street & Palm Street 4/14/2011

Intersection Sign configuration not allowed in HCM analysis.

4/14/2011 2020 No Build AM Synchro 7 - Report Page 4 HCM Unsignalized Intersection Capacity Analysis 7: P. Rickman Ind & Jackson Street 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 10 10 80 30 50 30 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.42 0.67 0.74 0.69 0.65 0.96 Hourly flow rate (vph) 24 15 108 43 77 31 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 315 130 152 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 315 130 152 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 96 98 95 cM capacity (veh/h) 641 920 1429 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 39 152 108 Volume Left 24 0 77 Volume Right 15 43 0 cSH 726 1700 1429 Volume to Capacity 0.05 0.09 0.05 Queue Length 95th (ft) 4 0 4 Control Delay (s) 10.2 0.0 5.6 Lane LOS B A Approach Delay (s) 10.2 0.0 5.6 Approach LOS B Intersection Summary Average Delay 3.3 Intersection Capacity Utilization 21.0% ICU Level of Service A Analysis Period (min) 15

4/14/2011 2020 No Build AM Synchro 7 - Report Page 5 HCM Unsignalized Intersection Capacity Analysis 12: Hickory Street & Holly Springs Ind 4/14/2011

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 560 120 30 590 20 0 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.83 0.52 0.75 0.87 0.75 0.25 Hourly flow rate (vph) 675 231 40 678 27 0 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 905 1548 790 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 905 1548 790 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 95 78 100 cM capacity (veh/h) 751 119 390 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 905 718 27 Volume Left 0 40 27 Volume Right 231 0 0 cSH 1700 751 119 Volume to Capacity 0.53 0.05 0.22 Queue Length 95th (ft) 0 4 20 Control Delay (s) 0.0 1.4 43.8 Lane LOS A E Approach Delay (s) 0.0 1.4 43.8 Approach LOS E Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 65.5% ICU Level of Service C Analysis Period (min) 15

4/14/2011 2020 No Build AM Synchro 7 - Report Page 6 HCM Signalized Intersection Capacity Analysis 2: Holly Street & Holly Springs Pkwy 4/14/2011

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 70 56 35 131 137 199 56 201 159 246 159 68 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.91 1.00 0.93 1.00 0.95 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1695 1770 1737 1770 1774 Flt Permitted 0.25 1.00 1.00 0.71 1.00 0.50 1.00 0.38 1.00 Satd. Flow (perm) 466 1863 1583 1328 1695 927 1737 706 1774 Peak-hour factor, PHF 0.70 0.82 0.73 0.84 0.82 0.79 0.88 0.91 0.88 0.85 0.80 0.74 Adj. Flow (vph) 100 68 48 156 167 252 64 221 181 289 199 92 RTOR Reduction (vph) 0 0 38 0 72 0 0 39 0 0 22 0 Lane Group Flow (vph) 100 68 10 156 347 0 64 363 0 289 269 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 7 8 2 6 Permitted Phases 7 7 8 2 6 Actuated Green, G (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Effective Green, g (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.41 0.41 0.41 0.41 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 99 397 338 283 362 383 718 292 733 v/s Ratio Prot 0.04 c0.20 0.21 0.15 v/s Ratio Perm c0.21 0.01 0.12 0.07 c0.41 v/c Ratio 1.01 0.17 0.03 0.55 0.96 0.17 0.51 0.99 0.37 Uniform Delay, d1 29.5 24.1 23.4 26.3 29.2 13.9 16.3 21.8 15.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 93.2 0.9 0.2 7.5 37.7 0.9 2.5 50.1 1.4 Delay (s) 122.7 25.0 23.5 33.8 66.9 14.8 18.8 72.0 16.6 Level of Service F C C C E B B E B Approach Delay (s) 69.9 57.9 18.3 44.2 Approach LOS E E B D Intersection Summary HCM Average Control Delay 44.9 HCM Level of Service D HCM Volume to Capacity ratio 0.99 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 70.5% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group

4/14/2011 Existing PM Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 4: Jackson Street & Holly Springs Pkwy 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 0 126 456 4 39 464 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.25 0.79 0.92 0.33 0.89 0.85 Hourly flow rate (vph) 0 159 496 12 44 546 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 608 pX, platoon unblocked vC, conflicting volume 1135 502 508 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1135 502 508 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 72 96 cM capacity (veh/h) 214 570 1057 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 159 508 590 Volume Left 0 0 44 Volume Right 159 12 0 cSH 570 1700 1057 Volume to Capacity 0.28 0.30 0.04 Queue Length 95th (ft) 29 0 3 Control Delay (s) 13.8 0.0 1.1 Lane LOS B A Approach Delay (s) 13.8 0.0 1.1 Approach LOS B Intersection Summary Average Delay 2.3 Intersection Capacity Utilization 57.5% ICU Level of Service B Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis 5: Hickory Street & Jackson Street 4/14/2011

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 24 437 467 69 22 22 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 26 475 508 75 24 24 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 140 pX, platoon unblocked 0.87 vC, conflicting volume 583 1072 291 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 583 1008 291 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 88 97 cM capacity (veh/h) 988 201 705 Direction, Lane # EB 1 WB 1 WB 2 SB 1 Volume Total 501 338 244 48 Volume Left 26 0 0 24 Volume Right 0 0 75 24 cSH 988 1700 1700 312 Volume to Capacity 0.03 0.20 0.14 0.15 Queue Length 95th (ft) 2 0 0 13 Control Delay (s) 0.8 0.0 0.0 18.6 Lane LOS A C Approach Delay (s) 0.8 0.0 18.6 Approach LOS C Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 52.6% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 3 HCM Unsignalized Intersection Capacity Analysis 6: Hickory Street & Palm Street 4/14/2011

Intersection Sign configuration not allowed in HCM analysis.

4/14/2011 Existing PM Synchro 7 - Report Page 4 HCM Unsignalized Intersection Capacity Analysis 7: P. Rickman Ind & Jackson Street 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 19 56 81 12 26 25 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.37 0.64 0.84 0.75 0.46 0.89 Hourly flow rate (vph) 51 88 96 16 57 28 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 246 104 112 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 246 104 112 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 93 91 96 cM capacity (veh/h) 714 950 1477 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 139 112 85 Volume Left 51 0 57 Volume Right 88 16 0 cSH 847 1700 1477 Volume to Capacity 0.16 0.07 0.04 Queue Length 95th (ft) 15 0 3 Control Delay (s) 10.1 0.0 5.1 Lane LOS B A Approach Delay (s) 10.1 0.0 5.1 Approach LOS B Intersection Summary Average Delay 5.5 Intersection Capacity Utilization 20.6% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 5 HCM Unsignalized Intersection Capacity Analysis 12: Hickory Street & Holly Springs Ind 4/14/2011

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 425 23 3 386 133 57 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.87 0.64 0.38 0.89 0.68 0.65 Hourly flow rate (vph) 489 36 8 434 196 88 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 524 956 506 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 524 956 506 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 31 85 cM capacity (veh/h) 1042 284 566 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 524 442 283 Volume Left 0 8 196 Volume Right 36 0 88 cSH 1700 1042 336 Volume to Capacity 0.31 0.01 0.84 Queue Length 95th (ft) 0 1 188 Control Delay (s) 0.0 0.2 53.3 Lane LOS A F Approach Delay (s) 0.0 0.2 53.3 Approach LOS F Intersection Summary Average Delay 12.2 Intersection Capacity Utilization 41.3% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing PM Synchro 7 - Report Page 6 HCM Signalized Intersection Capacity Analysis 2: Holly Street & Holly Springs Pkwy 4/14/2011

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 72 175 49 152 78 161 17 79 112 202 199 33 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 0.89 1.00 0.93 1.00 0.97 Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 1863 1583 1770 1666 1770 1730 1770 1810 Flt Permitted 0.25 1.00 1.00 0.63 1.00 0.49 1.00 0.52 1.00 Satd. Flow (perm) 466 1863 1583 1169 1666 910 1730 975 1810 Peak-hour factor, PHF 0.82 0.84 0.68 0.95 0.81 0.71 0.61 0.56 0.88 0.89 0.82 0.59 Adj. Flow (vph) 88 208 72 160 96 227 28 141 127 227 243 56 RTOR Reduction (vph) 0 0 57 0 113 0 0 43 0 0 11 0 Lane Group Flow (vph) 88 208 15 160 210 0 28 225 0 227 288 0 Turn Type Perm Perm Perm Perm Perm Protected Phases 7 8 2 6 Permitted Phases 7 7 8 2 6 Actuated Green, G (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Effective Green, g (s) 16.0 16.0 16.0 16.0 16.0 31.0 31.0 31.0 31.0 Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.21 0.41 0.41 0.41 0.41 Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 Lane Grp Cap (vph) 99 397 338 249 355 376 715 403 748 v/s Ratio Prot 0.11 0.13 0.13 0.16 v/s Ratio Perm c0.19 0.01 c0.14 0.03 c0.23 v/c Ratio 0.89 0.52 0.05 0.64 0.59 0.07 0.31 0.56 0.38 Uniform Delay, d1 28.6 26.1 23.4 26.9 26.6 13.3 14.8 16.8 15.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 63.9 4.9 0.3 12.1 7.0 0.4 1.1 5.6 1.5 Delay (s) 92.5 31.0 23.7 39.0 33.6 13.7 16.0 22.4 16.8 Level of Service F C C D C B B C B Approach Delay (s) 44.3 35.4 15.8 19.3 Approach LOS D D B B Intersection Summary HCM Average Control Delay 28.8 HCM Level of Service C HCM Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 75.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 53.5% ICU Level of Service A Analysis Period (min) 15 c Critical Lane Group

4/14/2011 Existing AM Synchro 7 - Report Page 1 HCM Unsignalized Intersection Capacity Analysis 4: Jackson Street & Holly Springs Pkwy 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 0 57 355 0 57 426 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.25 0.75 0.72 0.25 0.71 0.85 Hourly flow rate (vph) 0 76 493 0 80 501 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 608 pX, platoon unblocked vC, conflicting volume 1155 493 493 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 1155 493 493 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 87 93 cM capacity (veh/h) 201 576 1070 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 76 493 581 Volume Left 0 0 80 Volume Right 76 0 0 cSH 576 1700 1070 Volume to Capacity 0.13 0.29 0.07 Queue Length 95th (ft) 11 0 6 Control Delay (s) 12.2 0.0 2.0 Lane LOS B A Approach Delay (s) 12.2 0.0 2.0 Approach LOS B Intersection Summary Average Delay 1.8 Intersection Capacity Utilization 50.9% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing AM Synchro 7 - Report Page 2 HCM Unsignalized Intersection Capacity Analysis 5: Hickory Street & Jackson Street 4/14/2011

Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 14 475 391 64 15 13 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 15 516 425 70 16 14 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) 140 pX, platoon unblocked 0.82 vC, conflicting volume 495 1007 247 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 495 901 247 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 99 93 98 cM capacity (veh/h) 1065 226 753 Direction, Lane # EB 1 WB 1 WB 2 SB 1 Volume Total 532 283 211 30 Volume Left 15 0 0 16 Volume Right 0 0 70 14 cSH 1065 1700 1700 334 Volume to Capacity 0.01 0.17 0.12 0.09 Queue Length 95th (ft) 1 0 0 7 Control Delay (s) 0.4 0.0 0.0 16.8 Lane LOS A C Approach Delay (s) 0.4 0.0 16.8 Approach LOS C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing AM Synchro 7 - Report Page 3 HCM Unsignalized Intersection Capacity Analysis 6: Hickory Street & Palm Street 4/14/2011

Intersection Sign configuration not allowed in HCM analysis.

4/14/2011 Existing AM Synchro 7 - Report Page 4 HCM Unsignalized Intersection Capacity Analysis 7: P. Rickman Ind & Jackson Street 4/14/2011

Movement WBL WBR NBT NBR SBL SBT Lane Configurations Volume (veh/h) 5 8 56 22 39 23 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.42 0.67 0.74 0.69 0.65 0.96 Hourly flow rate (vph) 12 12 76 32 60 24 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 236 92 108 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 236 92 108 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 98 99 96 cM capacity (veh/h) 722 966 1483 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 24 108 84 Volume Left 12 0 60 Volume Right 12 32 0 cSH 827 1700 1483 Volume to Capacity 0.03 0.06 0.04 Queue Length 95th (ft) 2 0 3 Control Delay (s) 9.5 0.0 5.5 Lane LOS A A Approach Delay (s) 9.5 0.0 5.5 Approach LOS A Intersection Summary Average Delay 3.2 Intersection Capacity Utilization 20.0% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing AM Synchro 7 - Report Page 5 HCM Unsignalized Intersection Capacity Analysis 12: Hickory Street & Holly Springs Ind 4/14/2011

Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 421 86 24 440 12 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.83 0.52 0.75 0.87 0.75 0.25 Hourly flow rate (vph) 507 165 32 506 16 8 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 673 1160 590 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 673 1160 590 tC, single (s) 4.1 6.4 6.2 tC, 2 stage (s) tF (s) 2.2 3.5 3.3 p0 queue free % 97 92 98 cM capacity (veh/h) 918 209 508 Direction, Lane # EB 1 WB 1 NB 1 Volume Total 673 538 24 Volume Left 0 32 16 Volume Right 165 0 8 cSH 1700 918 260 Volume to Capacity 0.40 0.03 0.09 Queue Length 95th (ft) 0 3 8 Control Delay (s) 0.0 1.0 20.3 Lane LOS A C Approach Delay (s) 0.0 1.0 20.3 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 52.7% ICU Level of Service A Analysis Period (min) 15

4/14/2011 Existing AM Synchro 7 - Report Page 6 APPENDICES

APPENDIX C Crash Analysis

City of Holly Springs, Georgia Town Center Transportation Study & Plan

HOLLY SPRINGS PKWY at JACKSON ST 11 Accidents 2005 - 2009 03/04/05 01/08/06 03/06/06 08/11/06 11/24/08 12/08/08 02/06/08 02/09/09 06/19/08 03/06/07 01/04/07

(clear filter), (0) accidents with insufficient data for display Straight Parked Pedestrian Fixed objects: Stopped Erratic Bicycle General Pole Unknown Out of control Injury Signal Curb Tree Animal Backing Right turn Fatality Overtaking Left turn Nighttime 3rd vehicle Sideswipe U-turn DUI Extra data STATE OF GEORGIA DOT 01/27/2011 Intersection Magic ver 6.704 Pd' Programming 1988, 2000 JACKSON ST at P RICKMAN INDUSTRIAL DR 4 Accidents 2005 - 2009 04/30/05 09/21/07 02/19/08 06/06/08

(clear filter), (0) accidents with insufficient data for display Straight Parked Pedestrian Fixed objects: Stopped Erratic Bicycle General Pole Unknown Out of control Injury Signal Curb Tree Animal Backing Right turn Fatality Overtaking Left turn Nighttime 3rd vehicle Sideswipe U-turn DUI Extra data STATE OF GEORGIA DOT 01/27/2011 Intersection Magic ver 6.704 Pd' Programming 1988, 2000 HOLLY SPRINGS PKWY AT HICKORY ST 10 Accidents 2005 - 2009 10/12/05 03/07/07 07/02/07

02/18/05 02/04/05 03/09/06 07/30/05 09/29/05 09/17/08 05/08/08

(clear filter), (0) accidents with insufficient data for display Straight Parked Pedestrian Fixed objects: Stopped Erratic Bicycle General Pole Unknown Out of control Injury Signal Curb Tree Animal Backing Right turn Fatality Overtaking Left turn Nighttime 3rd vehicle Sideswipe U-turn DUI Extra data STATE OF GEORGIA DOT 01/27/2011 Intersection Magic ver 6.704 Pd' Programming 1988, 2000 HOLLY SPRINGS PKWY at HOLLY ST 9 Accidents 2005 - 2009 05/19/05 07/12/05 07/10/06 07/30/06 07/27/07 08/29/08

03/10/06 03/20/06 12/08/08

(clear filter), (0) accidents with insufficient data for display Straight Parked Pedestrian Fixed objects: Stopped Erratic Bicycle General Pole Unknown Out of control Injury Signal Curb Tree Animal Backing Right turn Fatality Overtaking Left turn Nighttime 3rd vehicle Sideswipe U-turn DUI Extra data STATE OF GEORGIA DOT 01/27/2011 Intersection Magic ver 6.704 Pd' Programming 1988, 2000 HICKORY ST at PALM ST 3 Accidents 2005 - 2009

05/16/08

05/10/08

08/29/07

(clear filter), (0) accidents with insufficient data for display Straight Parked Pedestrian Fixed objects: Stopped Erratic Bicycle General Pole Unknown Out of control Injury Signal Curb Tree Animal Backing Right turn Fatality Overtaking Left turn Nighttime 3rd vehicle Sideswipe U-turn DUI Extra data STATE OF GEORGIA DOT 01/27/2011 Intersection Magic ver 6.704 Pd' Programming 1988, 2000 HICKORY ST at HICKORY SPRINGS INDUSTRIAL DR 5 Accidents 2005 - 2009

10/03/05

08/11/07

12/29/08

02/27/09

02/07/07

(clear filter), (0) accidents with insufficient data for display Straight Parked Pedestrian Fixed objects: Stopped Erratic Bicycle General Pole Unknown Out of control Injury Signal Curb Tree Animal Backing Right turn Fatality Overtaking Left turn Nighttime 3rd vehicle Sideswipe U-turn DUI Extra data STATE OF GEORGIA DOT 01/27/2011 Intersection Magic ver 6.704 Pd' Programming 1988, 2000 APPENDICES

APPENDIX D Stakeholder Engagement

City of Holly Springs, Georgia Town Center Transportation Study & Plan

HOLLY SPRINGS TOWN CENTER TRANSPORTATION STUDY & PLAN STAKEHOLDER ADVISORY COMMITTEE (SAC) MEETING # 2 3.31.11

The final stakeholder meeting was held at the Holly Springs Court Building on the evening of March 31. Those in attendance included:

Brantley Day, AICP Gary Hansen Eric Lusher-URS Chris Keown Jeff Chattin Jim Brown-URS Jennifer Stanley Arnold Goldberg Kristen Wescott-URS Mike Herman Alan Goldberg Joel Stone Mike Goldberg

Eric Lusher opened the meeting and conducted a PowerPoint presentation structured on study background, technical analysis, and stakeholder input. He stressed that this meeting was to be an open dialog with input needed from all in attendance. The presentation then addressed prioritization of future development and/or selected transportation projects and other relevant subjects including community goals, vision, phasing of projects, long term widening of Holly Springs Parkway and/or Hickory Street, and the Industrial Connector.

The following points were discussed: • The stakeholder interview process revealed that the Town Center development goal was not clear. Concern centers on economic conditions. Discussion followed that it would be prudent to move ahead with certain traffic improvements. • How to attract growth to community with proper mixture of activities • Traffic volumes are now relatively small to what can be anticipated in future • If transportation improved, development will occur. There are significant amounts of vacant land and I-575 interchanges will continue to develop. • Holly Springs has never had a downtown area and the city needs a long term downtown area. Holly Springs needs to be a destination. • Discussion on widening of Holly Springs Parkway is needed as this is a primary North/South roadway. Need to consider preservation of right-of-way and avoid roadway becoming like SR 92 with no continuity. Consider quality of what is done. • Discussion on Industrial Connector and associated challenges of project justification, complexity of alignment(s), and costs • Relatively low interest in multi-use trails evident, however, feeling that Hickory Street needs aesthetic improvements and include bike/pedestrian accommodations • Plan should focus on short term improvements for Palm Street realignment and Jackson/PF Rickman connector projects with others to be included in long term plans. These projects could be initial phases of Industrial Connector. • The next steps in the plan development process will be to brief the City Council on April 4, prepare the draft study report with final report to follow and City Council presentation on May 2.

HOLLY SPRINGS TOWN CENTER TRANSPORTATION STUDY & PLAN STAKEHOLDER ADVISORY COMMITTEE (SAC) MEETING # 1 2.17.11

The initial stakeholder meeting was held at the Holly Springs Court Building on the evening of February 17. Those in attendance included:

Brantley Day, AICP Bob Kovacs Eric Lusher-URS Chris Keown Jeff Chattin Jim Brown-URS Jennifer Stanley John Klinkner Jeremy Smith Brett Buchanan Don Clerici Joel Stone Mike Herman

Eric Lusher opened the meeting and conducted a PowerPoint presentation structured on Today and Tomorrow. He emphasized that this would be “your plan” and URS’ intention was to develop feasible recommendations to move projects to the next stage for implementation in order to support the broader LCI goals. Technical work to date has included site visits, traffic counts, and crash analysis. Eric stressed that this meeting was to be an open dialog with input needed from all in attendance.

The following points were discussed: • There is congestion at the stop sign on Hickory that constricts flow westbound towards the traffic signal at Holly Springs Parkway • Palm Street has low volume as it primarily serves local residents and is not seen as a bypass or cut through route • Trains were more frequent in the past and now generally pass around 10:00am and 3:00pm with certain days having a 6:30am trip • Trains can negatively impact vehicular back ups depending on time of day. The Holly Springs Parkway/Hickory traffic signal is programmed to allow parkway green signal while trains pass • Many daily school bus trips cross the railroad on Hickory as the bus depot is located east on Hickory. The biggest impact is experienced during early morning times due to concentration of trips • Jackson street facilitates cut vehicular cut throughs from westbound Hickory to northbound Holly Springs Parkway which helps alleviate back ups. Possible to consider making Jackson one-way northbound to preclude left turn from south on Jackson to east on Hickory. • URS’ technical analysis identified the Jackson/Holly Springs intersection as having issues with alignment and geometry. There is no observed back up, but with current configuration, no acceleration lane, and proximity of right turns into Post Office are of concern from a safety perspective • Activities associated with the LCI area will bring additional people and trips into this area that will result in increased traffic • Impacts will be experienced from road changes and construction traffic • URS will be making future projections to help identify potential improvements • Growth over next 10-20 years anticipated in Forsyth and Fulton Counties will also produce higher traffic volumes • There is a need to identify and address traffic impacts to make development viable

• While the City has funds available for additional sidewalks, there is some concern as to how much they will be used as area not viewed as high density urban • While bicycle amenities have been of interest to certain groups in the past, the right balance must be determined • The activities contained in the development will determine the amount of traffic demand • The concept of “Complete Streets” was discussed. While the group felt that some mix of this concept might be viable, concern was expressed over right of way/historic structures needs and in preferring, in certain places, a multi use trail separated from the roadway (northside of Hickory) would experience the most use. • A discussion was held on the similarity of Holly Springs plans and the recently implemented town center in Suwannee • There is a need for a combination of access from various modes in the future including alternative routes • As URS develops concepts, testing through technical evaluation will be conducted and continued input from the community are essential to get Holly Springs where it wants to be in the future • The LCI development is a relatively small area within the entire community • The issue of the railroad’s location and impact on the development was discussed • While a bridge crossing north of Hickory is a consideration, it would be an expensive and difficult project to justify for regional funding. This project should continue to be evaluated and retained within the later phases of the plan. • Concern was mentioned over the increasing truck volume as the industrial areas obtain sewer and continue to expand • A concept for promoting street grid patterns in the area was shown including a new routing and alignment on the north end of Palm Street that the group felt was viable • The next steps in the plan development process will be to conduct more analysis and present recommendation to stakeholders at the second meeting. Recommendations will consider prioritization, available funding, and ease of implementation.

Holly Springs Town Center Transportation Study & Plan Stakeholder Interview Summary

1) Which of the proposed 2) Which of the proposed 3) What barriers to project 4) How do these projects 5) To reach as broad 6) Who may be opposed to 7) What would you like to see as 8) What other Other Comments projects would best serve projects is critical to implementation are anticipated? rank within other an audience as the project(s) and why? an outcome of the Holly Springs transportation projects as a catalyst for development of the Town community priorities? possible, who should Town Center Transportation should be considered? development? Center? be involved in the Study? study that could otherwise be overlooked? 1) Industrial Connector 1) Industrial Connector Cost of project implementation and High. The Town has done Local business owners No opposition other than costs, A plan that all can agree on and The Town Center area is Think the multiuse trail 2) Jackson Street 2) Jackson Street current economy well with other initiatives but anticipate project being move forward. Do not want the the area of focus. is the lowest priority and 3) Realignment of Palm Street 3) Realignment of Palm and needs this. funded through grants or plan to sit on the shelf. Tired of not viable because it is Street SPLOST. repeated studies. 2.5 miles from nearest development (further than most will walk). It’s a “chicken and egg” Need to address issue with The budget and current economic The transportation projects First meeting seemed There is always some A plan that is reasonably thought- Holly Springs needs to question, development or the railroad. Not prepared conditions. There is no growth are the top two or three small. Had DDA, but opposition to a project; people out and has a phased approach for work with what it has. infrastructure first? Most to go over or under ( anywhere, and it is difficult to get priorities. Circulation is the we need more like to be heard. Most should be implementation. The plan should The City is spread out, important projects are the Industrial Connector). money to undertake projects, though key to getting growth. Need business perspectives. positive about the projects to help Holly Springs on what to do south to Woodstock and Holly Springs Parkway Important project is borrowing money is cheap right now. to get routes for people to Key to growth is spur growth. As a newcomer, and how to get started. Based on east to 140. Other areas connection and Industrial streetscape with travel through the area. business in Holly realize that there may be some the current economic climate, what are not in a dire condition Connector. These projects landscaping, widening Springs Industrial who want to maintain the quiet can be done right now? Would like for a major overhaul. could spur development; lanes, curb, and gutter for Complex. Business of what has been. Perhaps to see enough to spur growth. however so much work needs Holly/Hickory. Need to input is key on there will be some opposition Need a big picture and alternatives to be done. Need to improve achieve better level of prioritizing projects. from the County and citizens for implementation. connectivity ahead of service and have to find a who were against annexation, development. way to get traffic there. and the anti-growth group. For redevelopment, the Hickory Street. Need to Railroad on Holly Springs connector. Transportation is a high Pretty diverse group Need to make tweaks to Would like to see better mobility in Area of focus is Projects will depend on connection from Holly disperse traffic. People try 1) New connection/crossing of priority. Area is considered represented, including alignments to avoid direct the downtown area. There is a lot appropriate. There are development. Springs, the Hickory and Holly to avoid Palm Street and railroad. Rickman to Pinecrest is “downtown” but need to development and, impacts. There may be some of travel avoidance to downtown. no other traffic problems Springs Connector is the best the peak period backup. narrow. create a real center. transportation. Need resentment from Pinecrest Road The stop sign causes a lot of in the City. The only project. 2) Bad curves. Pinecrest need Development in Holly to involve business if more traffic was there. Need problems. congested area of the realignment for larger trucks. Springs is spread out to the owners and operators to be sensitive to location and City is Hickory Street. 3) Limited exit from Palm Street (right east. Need to spur from downtown. siting of connections and Need to bridge over the in, right out). Need to eliminate stop development and better realignments to avoid/minimize railroad. sign. Signal cannot work because of options for downtown area impacts to existing property location of stop sign. (but it’s chicken and egg, owners. 4) Need future development what comes first?) Need an alternative route for Industrial Connector route Do not know. The impacts on First priority. Need a Holly The business owners Not sure. Perhaps business Need to leverage funds to get Think we have a good trucks (Jackson Street, P. to serve truck traffic. property owners in the downtown area Springs downtown corridor directly affected by the owners directly impacted. projects implemented. Palm Street plan, and the City knows Rickman, and Industrial are unknown at this time. and need to have an projects. The Depends on who is impacted is a mess with a 3-way stop and where we need to go. Connector). Trucks have a alternative route for trucks businesses and (Pinecrest or Highway 5 areas). needs to change. difficult time turning right on and traffic. owners with frontage Hickory Road. There are tight on the projects need to curves and not enough room have a voice. for trucks. Project #2-Realign Palm Project #5-Develop New Cost! Downtown district needs to be Vital transportation Good broad spectrum Mr. Goldberg who owns land This is a realistic plan for Four lane old Highway 5 When I-575 Street Industrial Connector as it industrial and grow from what has infrastructure needs will now, more would tend (industrial) in area and wants to transportation improvements. entirely as future interchanges are built would be difficult to make been there. Good concept for a Town continue to grow. to complicate matters. keep industrial use. He is very Palm Street must be addressed, so population growth will out, Town Center would grid system Center and community interest is familiar with transportation and a project (like this one) needs to be make this a high volume work, but area is not evident, but realistically it is a someone should talk to him. selected and implemented. corridor. Be aware of dense enough to challenge as Canton and Woodstock development support. There is low areas are very close and would hate encroachments close to interest in alternative to see a major (retail-oriented) r-o-w in the two-lane modes as the area is development with empty space. The section to not preclude very auto oriented. Do vehicle count on Hickory is too low to eventual four lanes. not want to see a new justify such an activity. vacant development.

Industrial Connector. The grid system streets Money. Something needs to be done Probably number 1. Need to General public Some elderly may dislike A realistic plan and time table / Widen Holly Springs Removing traffic from major and part of the Industrial to P. Rickman first. Access is an get people downtown and involvement, town hall change; possibly funding. dates for implementation. Tell us Parkway for more intersections would allow Connector. issue. Industrial access must be create a destination area. meeting. how it is going to happen. business opportunities, closure of Jackson Street. maintained. similar to what is in front of Home Depot. DRAFT – March 30, 2011 1

Holly Springs Town Center Transportation Study & Plan Stakeholder Interview Summary

1) Which of the proposed 2) Which of the proposed 3) What barriers to project 4) How do these projects 5) To reach as broad 6) Who may be opposed to 7) What would you like to see as 8) What other Other Comments projects would best serve projects is critical to implementation are anticipated? rank within other an audience as the project(s) and why? an outcome of the Holly Springs transportation projects as a catalyst for development of the Town community priorities? possible, who should Town Center Transportation should be considered? development? Center? be involved in the Study? study that could otherwise be overlooked? Industrial Connector, Connecting P. Rickman to 1) The complexity of the area which Number 1. More important None other than None know specifically. Do not A plan that would solidify a livable None for this area. although it is unlikely. The Pinecrest and closing includes the history, railroad, and than people recognize. The general residents. anticipated great opposition. downtown. Need short and long City property continues to Jackson Street. accommodating industrial areas. dialogue has been Most people recognize need for term goals to work on street grid need to be improved. The 2) Continuing to get residents to sell minimized recently and is in the Town Center. and roadways around the area. grid network is also important. land. danger of the City not Need to seriously look at industrial 3) Money. having an identifiable park. Make area desirable with a center. Do not want the City strong noise ordinance and use of to be a string of fast food construction materials that are establishments. noise attenuating. Need adequate parking. Need to look at future and be prepared for change. Do not want infrastructure to be dated as soon as it is installed. The new grid network has the Access in the north corner. None. Sewage would be more Individuals within the No one, though there are some Holly Springs needs more than just None in this area. Closing Jackson Street best development potential. The connection of P. important. “blue circle”/ study people who are opposed to a study. Want to see construction. Seems well covered. is a great idea and a Rickman to Holly Springs. area. everything. quick and inexpensive fix to a “fatality waiting to happen”. It is very dangerous. How will multiuse trail get across the railroad? Upgrade downtown Pedestrian-friendly streets. Cost and acquiring land. Number 1. Has an interest Business owners, Some residents in Really want to make Town Center Love to see more cyclist appearance. The footpath Upgrade buildings and since office is in the middle representative unincorporated areas are attractive to business and opportunities and paths and sidewalks. improve appearance. of the area. populations, and home focused on other issues since restaurants. Similar to Woodstock, to connect to other paths, owners. There is a high they are not as directly affected. want to see mixed-use i.e., Rope Mills, concentration of A number of roads need development. Woodstock, and churches. upgrading. The area just off the Cherokee County. Interstate is very unsightly, and the median is very ugly, which gives a bad impression of the area.

DRAFT – March 30, 2011 2

APPENDICES

APPENDIX E Planning Level Project Cost Estimates

City of Holly Springs, Georgia Town Center Transportation Study & Plan

CH-218 Atlanta Region - Envision6 Transportation Plan PROJECT FACT SHEET

Short Title HICKORY ROAD & HOLLY SPRINGS PARKWAY DOWNTOWN PEDESTRIAN NETWORK IMPROVEMENTS

GDOT Project No. 0008961

Federal ID No. CSSTP-0008-00(961)

Status Programmed

Detailed Description The proposed project would construct sidewalks and and Justification amenities along Hickory Road and Holly Springs Parkway in Holly Springs, Cherokee County, Georgia. The proposed project on Holly Springs Parkway would construct two-foot curb and gutter, a five-foot grass strip, five-foot sidewalks, and a 3.5-foot grass strip

behind sidewalks on both sides of the road from Childers Copyright 2005 Aero Surveys of Georgia, Inc. Reproduced by permission of the copyright Road to Crossroads Middle/High School campus. On owner. Contact http://www.aeroatlas.com Hickory Road, the same typical section would be constructed, but only on the north side of the road, beginning at Palm Street and ending at Hickory Springs Industrial Drive. The intersection of Hickory Road and Holly Springs Parkway is excluded from the project, as there are existing sidewalks that were recently constructed under another project. This project would tie sidewalks into these existing sections at the intersection. All sidewalks would be constructed in compliance with the Americans With Disabilities Act (ADA). Additional improvements include pedestrian lighting and drainage improvements.

Service Type Pedestrian Facility

Sponsor City of Holly Springs

Jurisdiction Cherokee County

Existing Thru Lane N/A (applicable for road projects only)

Planned Thru Lane N/A (applicable for road projects only)

Corridor Length 1.1 miles (not applicable for all project types)

Network Year 2016 (required if modeled for conformity)

Completion Date 2016

Analysis Level Exempt from Air Quality Analysis (40 CFR 93)

Phase Status & Funding FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/OTHER PE STP-Urban Setaside for LCI Projects 2009 $0,000 $0,000 $0,000 $0,000 $0,000

ROW Local Jurisdiction/Municipality Funds 2013 $137,421 $0,000 $0,000 $0,000 $137,421

CST General Federal Aid - 2014-2030 LR 2014- $2,552,660 $2,042,000 $0,000 $0,000 $510,660 2020 $2,042,000 $0,000 $0,000 $648,081

? For additional information about this project, please visit the Atlanta Regional Commission at www.atlantaregional.com or call (404) 463-3100.

Report Generated: 3/15/2011 CH-215 Atlanta Region - Envision6 Transportation Plan PROJECT FACT SHEET

Short Title INDUSTRIAL DRIVE EXTENSION FROM HOLLY SPRINGS PARKWAY TO HICKORY ROAD

GDOT Project No. N/A

Federal ID No.

Status Programmed

Detailed Description This project involves the construction of a new four-lane and Justification roadway between Holly Springs Parkway near the intersection with Mountain Brook Drive to Hickory Road near the intersection with Hickory Springs Industrial Drive.

Copyright 2005 Aero Surveys of Georgia, Inc. Reproduced by permission of the copyright owner. Contact http://www.aeroatlas.com

Service Type General Purpose Roadway Capacity

Sponsor City of Holly Springs

Jurisdiction Cherokee County

Existing Thru Lane 0 (applicable for road projects only)

Planned Thru Lane 4 (applicable for road projects only)

Corridor Length 0.7 miles (not applicable for all project types)

Network Year 2020 (required if modeled for conformity)

Completion Date 2020

Analysis Level In the Region's Air Quality Conformity Analysis

Phase Status & Funding FISCAL TOTAL PHASE BREAKDOWN OF TOTAL PHASE COST BY FUNDING SOURCE Information YEAR COST FEDERAL STATE BONDS LOCAL/OTHER PE Local Jurisdiction/Municipality Funds 2012 $378,000 $0,000 $0,000 $0,000 $378,000

ROW Local Jurisdiction/Municipality Funds 2013 $882,000 $0,000 $0,000 $0,000 $882,000

CST Local Jurisdiction/Municipality Funds LR 2014- $6,829,200 $0,000 $0,000 $0,000 $6,829,200 2020 $0,000 $0,000 $0,000 $8,089,200

PE: Preliminary Engineering / Design / Study ROW: Right-of-way Acquistion CST: Construction / Implementation

? For additional information about this project, please visit the Atlanta Regional Commission at www.atlantaregional.com or call (404) 463-3100.

Report Generated: 3/15/2011