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Kevin P. McDonough (1953-1994) John H. Rea, P.E. Jay S. Troutman, Jr., P.E. Scott T. Kennel

Traffic and Transportation Consulting

Revised January 9, 2026 September 30, 2022

Jackson Township Planning Board 95 West Veterans Highway Jackson, New Jersey 08527

Re: Farmingdale Road School Campus Lot 24.02 in Block 1102 Jackson Township, Ocean County MRA File No. 22-210

Dear Board Members:

McDonough & Rea Associates (MRA) has been asked to provide the Planning Board with a Traffic Impact Analysis for plans to construct a 3 high schools on the noted property. The property is located on the north side of Farmingdale Road west of Pfister Road as shown on Figure 1, a Site Location Map, in the Appendix.

Plans prepared by NewLines Engineering & Survey (NES) show the following elements:

3 high school buildings for boys with a capacity of 174 students per building (522 total).

Separate parking and school bus queuing areas for each of the 3 school buildings, all to be accessed via 1-way and 2-way driveways along Pfister Road as well as an egress only driveway to School "A" from Farmingdale Road.

Realignment of Pfister Road to the east to align with North New Prospect Road to form a 4-way intersection.

A Traffic Impact Analysis has been requested in order to determine the impact of the school campus on the adjacent roadway network.

SCOPE OF STUDY

In order to prepare a thorough Traffic Impact Analysis for the proposed school campus, MRA has conducted the following tasks:

Please reply to:

reply to: 1431 Lakewood Road, Suite C, Manasquan, NJ 08736 • (732) 528-7076 • Fax (732) 528-6673 105 Elm Street, Lower Level, Westfield, NJ 07090 • (908) 789-7180 • Fax (908) 789-7181

-2

1. Made field visits to the site to establish existing roadway and traffic conditions in the area.
2. Conducted peak hour traffic counts at the intersection of Farmingdale Road at Pfister Road and New Prospect Road in September 2022 during critical morning and afternoon peak hours.
3. Installed Automatic Traffic Recorders (ATR's) across Farmingdale Road in September 2022 in the vicinity of the site, west of Pfister Road in order to inventory hourly and daily traffic volumes.
4. Prepared trip generation estimates for the 3 schools based upon information provided by the Applicant with respect to number of students, arrival and dismissal times, etc.
5. Distributed site generated traffic volumes in accordance with anticipated origins and destinations.
6. Prepared estimates of future traffic volume demand for a design year of 2032 in accordance with Ocean County protocol, including background traffic growth from the New Jersey Department of Transportation's (NJDOT) Historical Growth Rate data and in consideration of other adjacent development projects.
7. Conducted level of service capacity analyses for the site driveways to Farmingdale Road and Pfister Road, and for the unsignalized Farmingdale Road intersection with Pfister Road and New Prospect Road in accordance with Highway Capacity Manual (HCM) protocol.
8. Reviewed the Site Plan prepared by NLES with respect to adherence to proper traffic engineering principles.

The following report sets forth the database accumulated and the conclusions reached with respect to the Farmingdale Road school campus.

Jackson Township Planning Board

-3

EXISTING CONDITIONS

The subject property is located on the north side of Farmingdale Road west of the Pfister Road intersection. Farmingdale Road is an east/west roadway providing for 1 travel lane in each direction and is under the jurisdiction of Ocean County. It has a gentle rolling vertical and straight horizontal alignment in the vicinity of the proposed site access. Farmingdale Road extends west to Jackson Mills Road and east to Route 9 in Howell Township, Monmouth County.

Pfister Road is a local 2-lane road and it intersects Farmingdale Road at an unsignalized intersection from the north, west of New Prospect Road. Pfister Road extends northwest to Sapphire Drive and serves commercial, farm and residential uses.

EXISTING TRAFFIC VOLUMES

Traffic volume data was collected by conducting manual turning movement counts at the Farmingdale Road intersections of Pfister Road and New Prospect Road from 7:00 AM-10:00 AM and 3:00 PM-6:00 PM, consistent with the street peak hours adjacent to the site. In addition, an ATR was placed across Farmingdale Road which recorded traffic volumes for a period of approximately 1 week. The traffic volume counts were conducted in September 2022 when schools were in session. Peak hours of traffic flow were found to occur from 7:45 AM to 8:45 AM and from 3:30 PM to 4:30 PM. A summary of the 2022 volumes is included in the Appendix.

Figure 2 in the Appendix details the 2022 traffic volumes during the weekday street peak hours.

TRIP GENERATION/DISTRIBUTION

Estimates of traffic to be generated by the school campus were made after consultation with the operators of the schools, which will be private schools and will be primarily serviced by school bus transportation. Based on communication with the Applicant, the following information was provided to MRA.

Each high school will have a capacity of 174 students. Arrivals will be at 7:15 AM with a mid-day break from 1:45 PM to 2:30 PM and dismissals at 7:30 PM.

Most students will arrive by school bus, with each bus having a capacity for approximately 45 students.

Jackson Township Planning Board

-4-

10 percent of the overall school population is anticipated to arrive in private passenger vehicles operated by parents and/or relatives.

15 staff members per school (45 total) for the 3 high schools.

➢ High school students are prohibited from driving vehicles to the school

Based on the foregoing information, and review of the existing peak hour traffic counts, it has been determined that the critical peak hours for analysis are as follows:

7:00 AM-8:00 AM. Since the 3 high schools will commence at 7:15 AM with respect to morning arrivals.

3:30 PM-4:30 PM. During this hour in the afternoon there will be minimal traffic generated by the schools but represents the street peak hour, which is approximately 40-50 percent higher than the traffic volumes from 7:00 PM-8:00 PM.

The following Table illustrates the anticipated AM peak street hour (7:00 AM-8:00 AM) and PM peak street hour (3:30 PM-4:30 PM) traffic generation based on the number of buses anticipated, the number of staff at each school, the number of parents/relatives dropping off children, etc.

TABLEI

TRIP GENERATION FARMINGDALE SCHOOL COMPLEX

Site generated traffic was distributed to the adjacent roadway network in accordance with anticipated origins and destinations. Traffic was distributed as follows:

40 percent to and from the south on New Prospect Road

30 percent to and from the west on Farmingdale Road

30 percent to and from the east on Farmingdale Road

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Site generated and distributed traffic volumes are shown on Figure 3 in the Appendix.

PROJECTION OF FUTURE TRAFFIC VOLUMES

A design year of 2035 was assumed for the proposed day care center in accordance with Ocean County protocol. The NJDOT Annual Background Growth Rate Table recommends a growth rate of 1.5 percent per year for local roadways within urban areas of Ocean County. MRA utilized a 2.0 percent growth rate for 3 years and 0.5 percent for 10 years to project 2035 no-build traffic volumes (±15%). Site generated traffic volumes were then added to the 2035 no-build volumes. Figure 4 in the Appendix illustrates year 2035 build traffic volumes at the study locations.

Traffic engineers calculate levels of service of unsignalized and signalized intersections which relate to the quality of traffic flow. Level of service is a measure of average control delay. Average control delay is the time lost due to deceleration and the amount of time from when a vehicle is stopped for a traffic control device (or at the end of the queue) to when the vehicle departs the intersection. Delay is a relative quantity of driver discomfort, frustration, fuel consumption, and loss in travel time.

Levels of service range from “A” to “F,” with “A” being the highest, or best attainable level of service. Level of service “E” with average control delays of not more than 50 seconds per vehicle at an unsignalized intersection or 80 seconds per vehicle at a signalized intersection indicates near to or at capacity conditions and is generally considered the limit of acceptable level of service and delay.

Full definitions of levels of service for unsignalized and signalized intersections as well as level of service summaries are included in the Appendix. The intersections studied by this report were analyzed according to the procedures set forth in the Highway Capacity Manual 2022, using the McTrans Highway Capacity Software (HCS 2023).

SITE DRIVEWAY (SCHOOL A) TO FARMINGDALE ROAD

At the site driveway to Farmingdale Road as an egress only, findings were that the southbound approach is projected to operate at level of service “B” or better for both the AM and PM peak street hours.

Jackson Township Planning Board

-6-

SITE DRIVEWAY (SCHOOL A) TO PFISTER ROAD

At the School A driveway to Pfister Road, it was determined that the site driveway will operate at level of service “A” during the AM and PM peak hours analyzed.

SITE DRIVEWAY (SCHOOL B) TO PFISTER ROAD

The Pfister Road driveways for School B are expected to operate at level of service “A” for both peak hours analyzed.

SITE DRIVEWAY (SCHOOL C) TO PFISTER ROAD

The Pfister Road driveways for School C are expected to operate at level of service “A” for the peak hours analyzed.

FARMINGDALE ROAD AND PFISTER ROAD

The Farmingdale Road and Pfister Road intersection operates at level of service “B” or better during the peak hours analyzed for the 2022 traffic volumes.

FARMINGDALE ROAD AND NEW PROSPECT ROAD

At this unsignalized intersection, findings were that it operates at level of service “B” for the morning and afternoon peak hours.

REALIGNED PFISTER ROAD/NEW PROSPECT ROAD AND FARMINGDALE ROAD

It is proposed to realign Pfister Road in an easterly direction to intersect Farmingdale Road opposite New Prospect Road, controlled by stop signs on the northbound and southbound approaches. Findings were that as an unsignalized intersection, with the realignment of Pfister Road and widening on the eastbound and westbound approaches to provide dedicated left turn lanes, the Pfister Road northbound and southbound approaches are projected to operate at level of service “B” during both the AM and PM peak street hours for the 2035 design year. Left turn movements on the eastbound and westbound approaches will operate at level of service “A” during both time frames.

Jackson Township Planning Board

-7-

SITE PLAN AND PARKING

The Site Plan prepared by NES details a 1-way egress driveway on Farmingdale Road for School "A" as well as a 2-way driveway to Pfister Road and two 1-way driveways to Pfister Road for School "B" and School "C" with separate parking areas and school bus queuing areas for each of the 3 schools. Queuing areas for a minimum of 2 school buses are provided for each of the 3 schools. Parking has been provided for each of the schools in accordance with anticipated staffing and parent drop-offs/pick-ups for the approximate 10 percent of students that will arrive and depart via private automobile. The total parking supply of 177 spaces exceeds the Jackson Township ordinance requirement of 171 parking spaces.

SUMMARY OF FINDINGS

The following represents a summary of the findings contained in this Traffic Impact Analysis:

The site driveways to Farmingdale Road and Pfister Road will operate at an acceptable level of service for the 2032 design year.

Each school site has been designed to provide positive on-site circulation, bus queuing and adequate parking that meets and exceeds the Township recommendation.

The realigned Pfister Road intersection with Farmingdale Road is projected to operate at level of service “B” for both peak hours analyzed.

A representative of MRA will be in attendance at an upcoming Jackson Township Planning Board meeting to provide expert testimony and answer any questions Board members, Board experts or the public may have. Very truly yours,

Very truly yours,

John H. Rea, PE Principal

cc: Moshe Hoffman Rikki Greenwald Chaim Brownstein Donna Jennings, Esq.

Scott T. Kennel Sr. Associate

[F2]

• SCHOOL A SCHOOL B SCHOOL C SCHOOL D PFISTER ROAD
• ←29(18) ←29(18) ←29(18)
• (26)23 → (26)23 → (26)23 →

McDONOUGH & REA ASSOCIATES FIGURE 2

R TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. DATE:

22-210 OCT 2022

FARMINGDALE ROAD SCHOOL CAMPUS - JACKSON TWP., OCEAN CO.

SUBJECT: 2022 EXISTING PEAK HOUR TRAFFIC VOLUMES

M R McDONOUGH & REA ASSOCIATES FIGURE 3

TRAFFIC AND TRANSPORTATION CONSULTING JOB NO. 22-210 DATE: JAN 2026

FARMINGDALE ROAD SCHOOL CAMPUS - JACKSON TWP., OCEAN CO.

SUBJECT: SITE GENERATED TRAFFIC VOLUMES

SCHOOL 'C' PFISTER ROAD

(0)0 (5)36 (5)24 (5)24

(0)0 (5)36 (5)24 (5)24

SCHOOL 'B' REALIGNED PFISTER

(0)0 (5)36 (5)24 (5)24

(0)0 (5)36 (5)24 (5)24

SCHOOL 'A' REALIGNED PFISTER

(0)0 (5)36 (5)24 (5)24

(3)15 (5)35 (5)24 (5)24

(0)0 (5)35 (5)24 (5)24

(0)0 (5)35 (5)24 (5)24

(0)0 (5)35 (5)24 (5)24

(3)15 (5)35 (5)24 (5)24

(0)0 (5)35 (5)24 (5)24

(0)0 (5)35 (5)24 (5)24

(0)0 (5)35 <ecel>

Page Created: June, 2020

Mile Posts: 0.000 - 1.940

FARMINGDALE RD (West to East)

Date last inventoried: August 2011

SRI = 15110050

FARMINGDALE ROAD CAMPUS FARMINGDALE ROAD JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 22-210 ATR COUNT

McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076

Site Code: 22210 22210 FARMINGDALE ATR COUNT1 Located on Farmingdale Road West of Serendipity Dr by Sunriser Kennels Station ID: 15291

Start Time WB (A) 12-Sep-22 Tue Wed Thu Fri Sat Sun Week Average

EB (B) WB (A) EB (B) WB (A) EB (B) WB (A) EB (B) WB (A) EB (B) WB (A) EB (B) WB (A) EB (B) WB (A) EB (B) WB (A)

12:00 AM 4 7 3 7 2 5 6 8 3 11 9 15 10 16 5 10 10

01:00 3 4 1 3 2 5 1 1 1 1 1 9 3 6 2 4 4

02:00 3 3 1 1 2 1 1 3 1 1 5 8 2 2 2 3 3

03:00 6 1 5 1 3 3 2 2 2 0 3 2 6 1 4 1 1

04:00 9 3 5 1 7 1 5 4 6 2 5 4 3 0 6 2 2

05:00 30 5 20 4 27 10 30 6 24 8 9 6 7 2 21 6 6

06:00 66 36 66 34 64 33 68 32 61 35 26 14 17 4 53 27 27

07:00 87 49 95 36 106 57 114 81 107 58 40 31 25 18 82 47 47

08:00 91 63 84 53 69 48 78 98 114 91 61 44 38 28 76 61 61

09:00 52 56 65 44 57 54 68 74 89 106 88 57 55 43 68 62 62

10:00 50 50 68 60 69 60 64 107 79 114 116 90 79 56 75 77 77

11:00 60 56 55 62 88 61 64 98 73 95 112 114 87 78 77 81 81

12:00 PM 65 59 58 72 38 67 68 86 103 129 75 104 * * 68 86 86

01:00 68 59 71 71 62 56 84 106 92 143 77 90 * * 76 88 88

02:00 64 71 59 90 73 72 74 160 101 170 72 97 * * 74 110 110

03:00 64 105 71 103 74 106 68 176 123 235 78 108 * * 80 139 139

04:00 78 102 64 121 89 109 71 150 107 138 84 88 * * 82 118 118

05:00 83 113 64 112 87 134 90 143 98 153 61 104 * * 84 126 126

06:00 51 100 63 97 65 118 64 108 104 133 66 85 * * 69 107 107

07:00 41 64 43 61 65 76 49 65 69 96 51 81 * * 53 74 74

08:00 25 40 38 44 41 51 46 47 56 70 48 56 * * 42 51 51

09:00 15 31 15 28 18 29 23 38 35 69 50 49 * * 26 41 41

10:00 12 10 4 18 14 17 12 22 27 32 46 48 * * 19 24 24

11:00 6 10 6 10 8 12 6 11 42 23 39 27 * * 18 16 16

Lane Day 1033 1097 1044 1133 1130 1185 1156 1626 1517 1913 1222 1331 332 254 1162 1361 1361

AM Peak 08:00 08:00 07:00 11:00 07:00 11:00 07:00 10:00 08:00 10:00 10:00 11:00 11:00 11:00 07:00 11:00 11:00

Vol. 91 63 95 62 106 61 114 107 114 114 116 114 87 78 82 81 81

PM Peak 17:00 17:00 17:00 16:00 16:00 17:00 17:00 15:00 15:00 15:00 16:00 15:00 - - 17:00 15:00 15:00

Vol. 83 113 84 121 89 134 90 176 123 235 84 108 - - 84 139 139

Comb. Total 2130 2177 2782 3430 2553 2553 2553 3152 3152

ADT ADT 2 564 AADT 2 564 2782 3430 2553 2553 2553 3152 3152

FARMINGDALE ROAD CAMPUS FARMINGDALE ROAD JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 22-210 ATR COUNT

McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076

Site Code: 22210 22210 FARMINGDALE ATR COUNT1 Located on Farmingdale Road West of Serendipity Dr by Sunriser Kennels Station ID: 15291

Station ID: 15291

Groups Printed-CARS - TRUCKS - SCHOOL BUS

FARMINGDALE ROAD CAMPUS FARMINGDALE RD & PFISTER/N. NEW PROSPECT JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 22-210 WEDNESDAY AM COUNT McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076

～

Page No : 1

Start Date : 9/21/2022

Site Code : 00022210

File Name : 22210 farmingdale & pfister am1

いつか いつか いつか いつか

Groups Printed-CARS - TRUCKS - SCHOOL BUS

FARMINGDALE ROAD CAMPUS FARMINGDALE RD & PFISTER/N. NEW PROSPECT JACKSON TOWNSHIP, OCEAN COUNTY MRA JOB 22-210 WEDNESDAY PM COUNT

McDonough & Rea Associates 1431 Lakewood Road Suite C Manasquan NJ 08736 (732) 528-7076

Page No :1

Start Date : 9/21/2022

Site Code : 00022210

File Name : 22210 farmingdale & pfister pm1

Statement of Operations

Preliminary and Final Major Site Plan Block 1102 Lot 24.02 1020 Farmingdale Road Jackson NJ, 08527

Project Narrative:

The current plan is for three (3) High School buildings. Building A has a proposed square footage of 27,607 sf. Building B; 28,391 sf., and Building C; 27,639 square feet.

There will be 257 parking spots in total. Each building will have its own parking lot. We are estimating 174 Students and 15 Faculty members per school, which is 552 persons in total across all three (3) school buildings.

Solid waste and recycling will be taken care of by a private collector.

Daily Use Schedule and Traffic Flow

The first real traffic movement will be outgoing and be from 6:45AM-7:15AM for the students who will be going to these schools.

The main student body will not be driving to the schools, as high school students are prohibited from driving to school, rather the student body will be arriving by bus or will be dropped off by parent/relative by 7:15 AM.

At 1:45PM there is a break and considering the lack of cars being driven to the campus the traffic flow should be very manageable.

The Study sessions resumes at 2:30PM and continues until 7:30PM when school ends for the day.

From 7:30-7:45 PM there will be parents/bus driving the students back home.

Each parking lot has been designed with its own entrance and exit, to help stagger the traffic flow.

LEVEL OF SERVICE CRITERIA FOR TWO-WAY STOP-CONTROLLED INTERSECTIONS1

1 Transportation Research Board, Highway Capacity Manual 2022, National Research Council, Washington, DC, 2022.

HCS7 Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection		FARM. & PFISTER
Agency/Co	MRA					Function
Date Performed	9/29/2022					East/West Street		FARMINGDALE RD
Analysis Year	2022					North South Street		PFISTER ROAD
Time Analyzed	AM					Peak Hour Factor		0.90
Intersection Orientation	East West					Analysis Time Period (1h)		0.25
Project Description	22-210AE-1 EXIST
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound			Westbound			Northbound			Southbound
Movement	U	L	T	R	U	L	R	U	T	R	U	L	T
Priority	1U	1	2	3	4U	4	5	6	7	8	9	10	11	12
Number of Lanes	10	10	11	10	10	0	1	0	0	0	0	0	0	0
Configuration		LT					TR						LR
Volume (veh/h)		1	104				132	22				24		5
Percent Heavy Vehides (%)		3										3		3
Proportion Time Blocked
Percent Grade (%)													0
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		4.1										7.1		6.2
Critical Headway (sec)		4.1										6.43		6.23
Base Follow-Up Headway (sec)		2.2										3.5		3.3
Follow-Up Headway (sec)		2.2										3.53		3.35
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)		1											32
Capacity c (veh/h)		1395											73
v/c Ratio		0.00											0.04
95% Queue Length, Qsc (veh)		0.0											0.1
Control Delay (s/veh)		7.6											10.1
Level of Service (LOS)		A											6
Approach Delay (s/veh)	0.1											10.1
Approach LOS												8

Copyright © 2022 University of Florida. All Rights Reserved.

HCS™ TWSC Version 7.9.5 22-210AE-1.xtw

Generated: 9/29/2022 1:17:42 PM

HCS™ TWSC Version 2025 22-210PE-1.xtw

Copyright © 2026 University of Florida. All Rights Reserved.

HCS Two-Way Stop-Control Report

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			FARM. & NEW PROSPECT
Agency/Co.	MRA						Jurisdiction
Date Performed	9/29/2022						East/West Street			FARMINGDALE RD
Analysis Year	2022						North/South Street			NEW PROSPECT ROAD
Time Analyzed	PM						Peak Hour Factor			0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	22-210PE-2 EXIST
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound				Northbound			Southbound
Movement	U	L	T	R	U	L	T	R	U	L	T	R	U	L	T
Priority	1U	1	2	3	4U	4	5	6		7	8	9		10	11
Number of Lanes	0	0	1	0	0	0	1	0		0	1	0		0	0
Configuration				TR		LT					LR
Volume (veh/h)			77	153		20	73			59		17
Percent Heavy Vehicles (%)						3				3		3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized										0
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)						4.1				7.1		6.2
Critical Headway (sec)						4.13				6.43		6.23
Base Follow-Up Headway (sec)						2.2				3.5		3.3
Follow-Up Headway (sec)						2.23				3.53		3.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)						22					84
Capacity, c (veh/h)						1304					7.15
v/c Ratio						0.02					0.12
95% Queue Length, Q95 (veh)						0.1					0.4
Control Delay (s/veh)						7.8	0.1				10.7
Level of Service (LOS)						A	A				B
Approach Delay (s/veh)						1.8				10.7
Approach LOS						A				B
Copyright © 2024 University of Florida. All Rights Reserved. HCS™ TWSC Version 2023 Generated: 1/30/2024 10:31:24 AM

HCS™ TWSC Version 2023 22-210PE-2.xtw

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			FARM. & NEW PROSPECT
Agency/Co	MRA						Jurisdiction
Date Performed	9/29/2022						East/West Street			FARMINGDALE RD
Analysis Year	2022						North/South Street			NEW PROSPECT ROAD
Time Analyzed	AM						Peak Hour Factor			0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	22-210AE-2 EXIST
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound				Northbound			Southbound
Movement	U	L	T	R	U	L	T	R	U	L	T	R	U	L	T
Priority	1U	1	2	3	4U	4	5	6		7	8	9		10	11
Number of Lanes	0	0	1	0	0	0	1	0		0	1	0		0	0
Configuration				TR		LT					LR
Volume (veh/h)			72	56		5	75			80		17
Percent Heavy Vehicles (%)						3				3		3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized										0
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)						4.1				7.1		6.2
Critical Headway (sec)						4.13				6.43		6.23
Base Follow-Up Headway (sec)						2.2				3.5		3.3
Follow-Up Headway (sec)						2.23				3.53		3.33
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)						6					108
Capacity, c (veh/h)						1434					802
v/c Ratio						0.00					0.13
95% Queue Length, Q95 (veh)						0.0					0.5
Control Delay (s/veh)						7.5	0.0				10.2
Level of Service (LOS)						A	A				B
Approach Delay (s/veh)						0.5				10.2
Approach LOS						A				B

HCS™ TWSC Version 2023 22-210AE-2.xtw

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection		FARM. & PFISTER
Agency/Co	MRA					Unsidiction
Date Performed	1/7/26					East/West Street		FARMINGDALE RD
Analysis Year	2035					North/South Street		PFISTER ROAD
Time Analyzed	AM					Peak Hour Factor		0.90
Intersection Orientation	East-West					Analysis Time Period (hrs)		0.25
Project Description	22-210AFB-1 BUILD-MIT
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound			Westbound			Northbound			Southbound
Movement	U	L	T	R	U	T	R	U	T	R	U	T	R
Priority	1U	1	2	3	4U	4	5	6	7	8	9	10	11	12
Number of Lanes	0	1	1	0	0	1	0	0	0	1	0	0	1	0
Configuration		L		TR		L		TR		LTR			LTR
Volume (veh/h)		36	69	55		6	70	48		82	49	20	41	39
Percent Heavy Vehides (%)		3				3				3	3	3	3	3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		4.1				4.1				7.1	6.5	6.2		7.1
Critical Headway (sec)		4.1				4.1				7.1	6.5	6.2		7.1
Base Follow-Up Headway (sec)		2.2				2.2				3.5	4.0	3.3		3.5
Follow-Up Headway (sec)		2.2				2.2				3.5	4.0	3.3		3.5
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)		40				7				168				116
Capacity (veh/h)		1448				1440				578				601
v/c Ratio		0.03				0.00				0.29				0.19
95% Queue Length Q95 (ft)		0.1				0.00				12				0.7
95% Queue Length Q95 (ft)		2.6				0.0				30.7				17.9
Control Delay (s/veh)		7.6				7				3.8				12.4
Level of Service (LOS)		A				A				B				B
Approach Delay (s/veh)		17				0.4				13.8				12.4
Approach LOS		A				A			B				B

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210AFB-1-MIT-4WAY - 2035.xtw

Generated: 1/8/2026 3:30:44 PM

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection		FARM. & PFISTER
Agency Co.	MRA					Jurisdiction
Date Performed	1/7/26					East/West Street		FARMINGDALE RD
Analysis Year	2035					North/South Street		PFISTER ROAD
Time Analyzed	PM					Peak Hour Factor		0.90
Intersection Orientation	East-West					Analysis Time Period (hrs)		0.25
Project Description	22-210PFB-1 BUILD-MIT
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound			Westbound			Northbound			Southbound
Movement	U	L	T	E	U	L	R	U	L	R	U	L	R
Priority	1U	1	2	3	4U	4	5	6	7	8	9	10	11	12
Number of Lanes	0	1	1	0	0	1	1	0	0	1	0	0	1	0
Configuration		L		TR		L		TR		LTR			LTR
Volume (veh/h)		12	80	170		25	65	21		61	12	20	12	12
Percent Heavy Vehides (%)		3				3			3	3	3		3	3
Proportion Time Blocked
Percent Grade (%)										0			0
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		4.1				4.1			7.1	6.5	6.2		7.1	6.5
Critical Headway (sec)		1.13				4.13			7.13	6.63	6.23		7.13	6.53
Base Follow-Up Headway (sec)		2.2				2.2			3.5	4.0	3.3		3.5	4.0
Follow Up Headway (sec)		2.23				2.23			3.53	4.03	3.33		3.53	4.03
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)		13				26				103				38
Capacity (v/v/h)		1492				1279				602				602
v/c Ratio		0.01				0.02				0.17				0.06
95% Queue Length Q95 (veh)		0.0				0.1				0.5				0.2
95% Queue Length Q95 (ft)		0.0				2.6				15.4				5.1
Control Delay (s/veh)		7.3				7.9				12.2				11.4
Level of Service (LOS)		A				A				B				B
Approach Delay (s/veh)		0.3				1.7			12.2				11.4
Approach LOS		A				A			B			B

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210PFB-1-MIT-4WAY - 2035.xtw

Generated: 1/8/2026 3:32:26 PM

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection		FARM. & SCHOOL'A'
Agency/Co	MRA						Jurisdiction
Date Performed	1/7/26						East/West Street		FARMINGDALE RD
Analysis Year	2035						North/South Street		SCHOOL' A'
Time Analyzed	AM						Peak Hour Factor		0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)		0.25
Project Description	22-210AFB-3 BUILD
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	I	T	R	U	L	R	U	L	T	R	U	L	R
Priority	1U	1	2	3	4U	4	5	6	7	8	9	10	11	12
Number of Lanes	0	0	1	0	0	0	1	0	0	0	0	0	1	0
Configuration			T				T						LR
Volume (veh/h)			120				176						5
Percent Heavy Vehicles (%)													3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized													0
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)													7.1
Critical Headway (sec)													6.43
Base Follow-Up Headway (sec)													3.5
Follow-Up Headway (sec)													3.53
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)														10
Capacity, c (veh/h)														733
v/c Ratio														0.01
95% Queue Length, Qs (Veh)														0.0
95% Queue Length, Q95 (ft)														0.0
Control Delay (s/veh)														100
Level of Service (LOS)														A
Approach Delay (s/veh)
Approach LOS													100
Copyright © 2026 University of Florida. All Rights Reserved. HCS Th. TWSC Version 2025. Generated: 1/8/2026 3:25:08 PM.

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210AFB-3-2035.xtw

Generated: 1/8/2026 3:35:08 PM

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			FARM. & SCHOOL'A'
Agency/Co	MRA						Jurisdiction
Date Performed	1/7/26						East/West Street			FARMINGDALE RD
Analysis Year	2035						North/South Street			SGHOOL A
Time Analyzed	PM						Peak Hour Factor			0.90
Intersection Orientation	East-West						Analysis Time Period (hrs)			0.25
Project Description	22-210PFB-3 BUILD
Lanes
Major Street: East-West
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	L	T	R	U	L	R	U	L	R	U	L	T	R
Priority	1U	1	2	3	4U	4	5	6		7	8	9		12
Number of Lanes	0	0	1	0	0	0	1	0		0	0	0		0
Configuration			T				T						LR
Volume (veh/h)			256				136						1
Percent Heavy Vehicles (%)													3
Proportion Time Blocked
Percent Grade (%)
Right Turn Channelized												0
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)													7.1
Critical Headway (sec)													6.4
Base Follow-Up Headway (sec)													3.5
Follow Up Headway (sec)													3.5
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)														2
Capacity, c (veh/h)														7.00
v/c Ratio														0.00
95% Queue Length, Qs (veh)														0.00
95% Queue Length, Qas (ft)														0.0
Control Delay (s/wk)														102
Level of Service (LOS)														B
Approach Delay (s/wh)													102
Approach LOS													B

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210PFB-3-2035.xtw

Generated: 1/8/2026 3:36:09 PM

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection			SCHOOL 'A' & PFISTER
Agency/Co.	MRA					Jurisdiction
Date Performed	1/7/26					East/West Street			SCHOOL 'A'
Analysis Year	2035					North/South Street			PFISTER ROAD
Time Analyzed	AM					Peak Hour Factor			0.90
Intersection Orientation	North-South					Analysis Time Period (hrs)			0.25
Project Description	22-210AFB-4 BUILD
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	T	T	R	U	L	T	R	U	T	R	U	L	T
Priority		10	11	12		7	8	9	1U	1	2	3	4U	4
Number of Lanes		0	0	0		0	0	0	0	0	1	0	0	1
Configuration			LR						LT					TR
Volume (veh/h)		0		15					35	98				89
Percent Heavy Vehides (%)		3		3					3
Proportion Time Blocked
Percent Grade (%)		0
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		7.1		6.2						4.1
Critical Headway (sec)		6.43		6.23						4.13
Base Follow-Up Headway (sec)		3.5		3.3						2.2
Follow-Up Headway (sec)		3.53		3.33						2.23
Delay Queue Length and Level of Service
Flow Rate, v (veh/h)			17							39
Capacity (c (veh/h))			354							1486
v/c Ratio			0.02							0.03
95% Queue Length, Qs (veh)			0.1							0.1
95% Queue Length, Qs (ft)			2.6							2.6
Control Delay (s/veh)			8.8							7.2	0.2
Level of Service (LOS)			A							A	A
Approach Delay (s/veh)		8.8								2.1
Approach LOS		A							A

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210AFB-4-2035.xtw

Generated: 1/8/2026 3:39:04 PM

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection			SCHOOL 'A' & PFISTER
Agency/Co.	MRA					Jurisdiction
Date Performed	1/7/26					East/West Street			SCHOOL 'A'
Analysis Year	2035					North/South Street			PFISTER ROAD
Time Analyzed	PM					Peak Hour Factor			0.90
Intersection Orientation	North-South					Analysis Time Period (hrs.)			0.25
Project Description	22-210PFB-4 BUILD
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound			Westbound			Northbound			Southbound
Movement	U	L	T	R	U	L	R	U	L	R	U	L	R
Priority		10	11	12		7	8	9	1U	1	2	3	4U	5
Number of Lanes		0		0		0	0	0	0	0	0	0	0	0
Configuration			LR						LT					TR
Volume (veh/n)		0		3					5	40				31
Percent Heavy Vehicles (%)		3		3					3
Proportion Time Blocked
Percent Grade (%)		0
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)		7.1		6.2					4.1
Critical Headway (sec)		6.43		5.23					4.1
Base Follow-Up Headway (sec)		3.5		3.3					2.2
Follow-Up Headway (sec)		2.53		3.33					2.2
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/n)			3						6
Capacity (veh/n)			1036						1572
v/c Ratio			0.00						0.00
95% Queue Length, Q95 (ft)			0.0						0.0
95% Queue Length, Q95 (ft)			0.0						0.0
Control Delay (veh)			8.5						7.5	0.0
Level of Service (LOS)			A						A	A
Approach Delay (veh)	8.5			0.8
Approach LOS	A						A

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210PFB-4-2035.xtw

Generated: 1/8/2026 3:40:21 PM

HCS™ TWSC Version 2025 22-210AFB-5-2035.xtw

HCS Two-Way Stop-Control Report
General Information						Site Information
Analyst	STK					Intersection			SCHOOL' B' & PFISTER
Agency/Co	MRA					Jurisdiction
Date Performed	1/7/26					East/West Street			SCHOOL' B'
Analysis Year	2035					North/South Street			PFISTER ROAD
Time Analyzed	PM					Peak Hour Factor			0.90
Intersection Orientation	North-South					Analysis Time Period (hrs)			0.25
Project Description	22-210PFB-5 BUILD
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	L	T	R	U	L	R	U	L	T	R	U	L	R
Priority		10	11	12		7	8	9	1U	1	2	3	4U	4
Number of Lanes		0		10		0	0	0	0	0	0	0	0	0
Configuration			LR						LT					TR
Volume (veh/m)		0		5					3	35				26
Percent Heavy Vehicles (%)		3		3					3
Proportion Time Blocked
Percent Grade (%)		0
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)	7.1		6.2						4.1
Critical Headway (sec)	16.43		6.23						2.15
Base Follow-Up Headway (sec)	3.5		3.3						2.2
Follow-Up Headway (sec)	3.53		3.3						2.2
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)		6							6
Capacity (c (veh/h))		1043							1578
v/c Ratio		0.01							0.00
95% Queue Length Qas (veh)		0.0							0.0
95% Queue Length Qas (ft)		0.0							0.0
Control Delay (s/veh)		8.5							7.0	0.0
Level of Service (LOS)		A							A	A
Approach Delay (s/veh)	8.5								0.9
Approach LOS	A								A

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210PFB-5-2035.xtw

Generated: 1/8/2026 3:43:43 PM

HCS Two-Way Stop-Control Report
General Information							Site Information
Analyst	STK						Intersection			SCHOOL °C & PFISTER
Agency/Co.	MRA						Jurisdiction
Date Performed	1/7/26						East/West Street			SCHOOL °C
Analysis Year	2035						North/South Street			PFISTER ROAD
Time Analyzed	AM						Peak Hour Factor			0.90
Intersection Orientation	North-South						Analysis Time Period (hrs)			0.25
Project Description	22-210AFB-6 BUILD
Lanes
Vehicle Volumes and Adjustments
Approach	Eastbound				Westbound			Northbound			Southbound
Movement	U	I	I	R	U	I	T	R	U	I	R	U	I	R
Priority		10	11	12		7	8	9	1U	1	2	3	4U	5
Number of Lanes		0	0	0	0	0	0	0	0	0	1	0	0	0
Configuration			LR						LT					TR
Volume (veh)		0		24					35	26				41
Percent Heavy Vehicles (%)		3		3					3
Proportion (me Blocked)
Percent Grade (%)	0
Right Turn Channelized
Median Type | Storage	Undivided
Critical and Follow-up Headways
Base Critical Headway (sec)	7.1		6.2						4.1
Critical Headway (sec)	6.43		6.2						4.1
Base Follow-Up Headway (sec)	3.5		3.3						2.2
Follow Up Headway (sec)	3.53		3.33						2.23
Delay, Queue Length, and Level of Service
Flow Rate, v (veh/h)		27							40
Capacity (c (veh/h)		1021							1556
v/c Ratio		0.03							0.03
95% Queue Length Qt (veh)		0.1							0.1
95% Queue Length, Q95 (ft)		2.6							2.6
Control Delay (s/veh)		8.6							7.4	0.2
Level of Service (LOS)		A							A	A
Approach Delay (s/veh)	8.6								44
Approach LOS	A								A

Copyright © 2026 University of Florida. All Rights Reserved.

HCS™ TWSC Version 2025 22-210AFB-6-2036.xtw

Generated: 1/8/2026 3:45:23 PM