HomeMy WebLinkAbout5193 897 Route 28 Traffic Assessment 07.25.25
Civil • Environmental • Land Surveying
Structural • Telecom • Traffic • Transportation
201 Boston Post Rd. West, Ste 205
Marlborough, MA 01752
Tel.: (508) 481-7400
Fax: (508) 481-7406
www.chappellengineering.com
Traffic Assessment
Residential Development
897 Route 28
South Yarmouth, Massachusetts
Quality
Prepared for:
Nantucket Sound Group, Inc.
Accuracy
Integrity
July 25, 2025
Civil • Environmental • Land Surveying
Structural • Telecom • Traffic • Transportation
201 Boston Post Road West, Suite 205
Marlborough, MA 01752
Tel.: (508) 481-7400
Fax: (508) 481-7406
www.chappellengineering.com
Traffic Assessment
25051 TA 072325 Page 1
To: Mr. Paul Cleary Reg: Residential Development
Nantucket Sound Group, Inc. 897 Route 28
South Yarmouth, MA
From: Kirsten Braun, P.E., Project Manager
Patrick Bradley, Traffic Engineer
Date: July 25, 2025
Project #: 25051
INTRODUCTION
Chappell Engineering Associates, LLC (CEA) has conducted this Traffic Assessment for the
proposed multi-family residential development to be located at 897 Route 28 in South Yarmouth,
Massachusetts. As proposed, the former 3,600 square foot laundromat on site will be razed and
replaced with 26 residential units amongst three buildings. Based on the provided site plan, two of
the buildings will contain 10 units and one building will contain six units. A total of 30 parking
spaces are proposed to support the residential use. Access to the site is proposed via a full access
driveway on Pine Grove Road. The site location in relation to the surrounding roadways is shown
on Figure 1.
This report has been prepared to estimate the project traffic generation, evaluate the safety of the
site access points, and provide a qualitative assessment of the impacts of this traffic on the adjacent
roadway network. As documented in this report, assuming trimming or clearing of overgrown
vegetation, the proposed driveway intersection with Pine Grove Road exceeds the minimum
required sight distances and therefore safe operation can be expected. It is recommended that any
proposed landscaping, signs or fencing in the vicinity of the driveways be kept low (maximum 2
feet in height from street level), or set back sufficiently so as not to impede the available sight
distances.
Traffic increases on Pine Grove Road are expected in the range of 10 to 13 additional vehicles
during peak hours, or approximately one additional vehicle every four and a half to six minutes.
On Route 28 west of the site, six to eight additional vehicles are expected, representing one
additional vehicle every seven and a half to 10 minutes during peak hours. East of the site on Route
28, four to five additional vehicles are expected during peak hours, representing one additional
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 2
vehicle every 12 to 15 minutes. These increases are minimal and well below the thresholds that
could otherwise require preparation of a full traffic impact study.
Figure 1
Site Location Map
TRAFFIC VOLUMES
Traffic volume and vehicle speed information along Pine Grove Road near the site were obtained
from an automatic traffic recorder (ATR) count conducted in June 2025. The counts were
conducted at the end of the month. To determine if the count data needed to be adjusted to
represent annual average month conditions consistent with MassDOT guidelines for traffic impact
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 3
assessment, seasonal adjustment factors from the Cape Cod Commission’s 2019 Traffic Counting
Report for Cape Cod Massachusetts were obtained. Based on the data, traffic counts taken in June
are approximately 11 percent higher than average month conditions. Therefore, to provide a
conservative assessment the counts were not downwardly adjusted. The Cape Cod Commission
(CCC) Seasonal Adjustment Factors are provided in the Appendix.
The MassDOT Traffic and Safety Engineering 25% Design Submission Guidelines were updated
on May 31, 2022. These new directives note that traffic volume data collected after March 1, 2022
are no longer subject to any adjustments to represent pre-pandemic traffic volume conditions,
except in areas where land use is predominantly office. Therefore, since the traffic volume data
were collected in June 2025 and land use in the area is predominantly residential and commercial,
COVID adjustments do not need to be applied to the data. Table 1 summarizes the 2025 Existing
traffic volumes on the study area roadways.
Table 1
Existing Traffic Volume Summary
Location
Daily Volume a
Peak Hour
Volume b
K-Factor c
Directional
Distribution d
Pine Grove Road:
Weekday
2,405
AM: 132
PM: 148
5.5%
6.2%
70% NB
60% NB
a In vehicles per day.
b In vehicles per hour.
c Percentage of daily traffic occurring during the peak hour.
d NB = northbound, SB = southbound.
VEHICLE SPEEDS
Speed measurements were conducted along Pine Grove Road adjacent to the site over an extended
period in conjunction with the automatic traffic recorder count. The results of the speed
measurements are summarized in Table 2.
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 4
Table 2
Observed Travel Speeds a
Location/Direction
Posted
Speed Limit
Average
Speed
85th Percentile
Speed b
Pine Grove Road
Northbound
Southbound
30
30
25
24
29
30
a In miles per hour (mph).
b Speed at, or below which 85 percent of all observed vehicles travel.
As shown in Table 2, average travel speeds along Pine Grove Road adjacent to the site were
recorded to be lower than the posted speed limit of 30 miles per hour (mph), with 25 mph traveling
northbound and 24 mph traveling southbound. The 85th percentile travel speeds were found to be
comparable to the posted speed limit with 29 mph traveling northbound and 30 mph traveling
southbound. Since the 85th percentile travel speeds were found to be equal to or lower than the
posted speed limit, the posted speed limit was used in the calculation of minimum sight distance
requirements, as described below.
SIGHT DISTANCE
To identify potential safety concerns associated with site access and egress, sight distances have
been evaluated at the proposed driveway intersection with Pine Grove Road to determine if the
available sight distances for vehicles exiting the site meet or exceed the minimum distances
required for approaching vehicles to safely stop. The available sight distances were compared
with minimum requirements, as established by the American Association of State Highway and
Transportation Officials (AASHTO).1 AASHTO is the national standard by which vehicle sight
distance is calculated, measured, and reported. The MassDOT and the Executive Office of Energy
and Environmental Affairs (EEA) require the use of AASHTO sight distance standards when
preparing traffic impact assessments and studies, as stated in their guidelines for traffic impact
assessments.
Sight distance is the length of roadway ahead that is visible to the driver. Stopping Sight Distance
(SSD) is the minimum distance required for a vehicle traveling at a certain speed to safely stop
before reaching a stationary object in its path. The values are based on a driver perception and
reaction time of 2.5 seconds and a braking distance calculated for wet, level pavements. When the
1A Policy on Geometric Design of Highways and Streets; American Association of State Highway and Transportation
Officials (AASHTO); 2004.
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 5
roadway is either on an upgrade or downgrade, grade correction factors are applied. Stopping sight
distance is measured from an eye height of 3.5 feet to an object height of 2 feet above street level,
equivalent to the taillight height of a passenger car. The SSD is measured along the centerline of
the traveled way of the major road.
Intersection sight distance (ISD) is provided on minor street approaches to allow the drivers of
stopped vehicles a sufficient view of the major roadway to decide when to enter the major roadway.
By definition, ISD is the minimum distance required for a motorist exiting a minor street to turn
onto the major street, without being overtaken by an approaching vehicle reducing its speed from
the design speed to 70 percent of the design speed. ISD is measured from an eye height of 3.5 feet
to an object height of 3.5 feet above street level. The use of an object height equal to the driver eye
height makes intersection sight distances reciprocal (i.e., if one driver can see another vehicle, then
the driver of that vehicle can also see the first vehicle). When the minor street is on an upgrade
that exceeds 3 percent, grade correction factors are applied.
SSD is generally more important as it represents the minimum distance required for safe stopping
while ISD is based only upon acceptable speed reductions to the approaching traffic stream.
However, the ISD must be equal to or greater than the minimum required SSD in order to provide
safe operations at the intersection. In accordance with the AASHTO manual, “If the available sight
distance for an entering or crossing vehicle is at least equal to the appropriate stopping sight
distance for the major road, then drivers have sufficient sight distance to anticipate and avoid
collisions. However, in some cases, this may require a major-road vehicle to stop or slow to
accommodate the maneuver by a minor-road vehicle. To enhance traffic operations, intersection
sight distances that exceed stopping sight distances are desirable along the major road.”
Accordingly, ISD should be at least equal to the distance required to allow a driver approaching
the minor road to safely stop.
The available SSD and ISD at the proposed site driveway intersection with Pine Grove Road were
measured and compared to minimum requirements as established by AASHTO. Since the
requirements are based on the adjacent street speed of traffic and the 85th percentile speeds were
found to be equal to or less than the posted speed limit, the posted speed limit was used in
determining the minimum sight distance requirements. The required minimum sight distances are
compared to the available distances, as shown in Table 3.
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 6
Table 3
Sight Distance Summary
Sight Distance (feet)
Location/Direction Measured
Minimum
Required
(SSD)a
Desirable
(ISD)b
Pine Grove Rd at Proposed Driveway
North of intersection
South of intersection
145*
500+**
200
200
335
335
a Values based on AASHTO SSD requirements for the posted speed limit of 30 mph on Pine Grove Road.
b Values based on AASHTO ISD requirements for the posted speed limit of 30 mph on Pine Grove Road.
* Sight line visible to intersection of Route 28 and Pine Grove Road.
** Assuming the removal of overgrown vegetation within the sight triangle on the west side of Pine Grove
Road south of the site driveway.
As shown in the table, assuming the clearing of overgrown vegetation on the west side of Pine
Grove Road south of the site driveway, the minimum required sight distances are exceeded looking
south of the site driveway while looking north sightlines are visible through the intersection of
Pine Grove Road and Route 28. Vehicles turning onto Pine Grove Road from Route 28 will be
traveling much slower, allowing traffic exiting the site driveway ample time to react to turning
traffic. To ensure that minimum required sight distances are maintained at the site driveway
intersection, it is recommended that any proposed landscaping, fencing, or signs in the vicinity of
the driveways be kept low (maximum 2 feet in height from street level), or set back sufficiently so
as not to impede the available sight distances.
TRIP GENERATION
The traffic to be generated by the proposed multi-family residential development project was
estimated using the Institute of Transportation Engineering (ITE) Trip Generation Manual.2 As
proposed, 26 residential units are to be located within three buildings. Each unit will be accessed
via a central entry and stairway. Accordingly, Land Use Code (LUC) 220 (Multifamily Housing,
Low-Rise) was used in estimating the traffic generation characteristics of the project, as shown in
Table 4. The trip generation calculations are provided in the Appendix.
2 Trip Generation Manual, 11th Edition; Institute of Transportation Engineers; Washington, DC; 2021.
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 7
Table 4
Trip Generation Summary
Time Period
Proposed
Residential Units a
Weekday Daily 180
Weekday AM Peak Hour
Enter
Exit
Total
2
8
10
Weekday PM Peak Hour
Enter
Exit
Total
8
5
13
a ITE Land Use Code 220 (Multifamily Housing, Low-Rise)
based on 26 dwelling units.
As shown, the proposed residential development is expected to generate 180 trips (90 in and 90
out) on a weekday daily basis, of which 10 trips (2 in and 8 out) would occur during the weekday
AM peak hour and 13 trips (8 in and 5 out) would occur during the weekday PM peak hour.
Of further note, the ITE has specified the long-term effects of the COVID-19 pandemic on trip
generation and how it relates to various land uses. Specifically, for residential uses, it is expected
that “the proportion of the overall labor force that will be permitted to and will choose to work
from home is expected to remain higher than it was pre-pandemic. This shift will likely result in
an overall reduction in weekday peak period commuting trips. Individuals working from home may
also experience shifts in trip patterns resulting in home-based trips being spread more broadly
throughout the day”. Based on this information, the trip generation of the site will likely be lower
than estimated in Table 4 and therefore this study provides a conservative assessment.
Furthermore, the site is presently occupied by the former Laundry Center of Cape Cod.
Accordingly, a comparison was made between the traffic generated by the former use and the
traffic expected to be generated by the proposed residential use to determine the change in site
traffic. Since the former laundry center is closed, the ITE Trip Generation Manual was used to
estimate trips. A review of ITE LUCs shows there is no dedicated land use for laundromats or dry
cleaners, however, to provide an estimate of trips other land uses were reviewed. The ITE provides
a land use code for strip retail plazas which often contain laundromats, therefore since the area
surrounding the laundromat is commercial in nature, the trips associated with the former
laundromat were estimated using LUC 822 (Strip Retail Plaza <40k). Table 5 summarizes this
comparison.
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 8
Table 5
Trip Generation Comparison
Time Period
Existing
Laundry Center a
Proposed
Multifamily
Residential b
Change in
Trips a
Weekday Daily
200
180
-20
Weekday AM Peak Hour
Enter
Exit
Total
5
4
9
2
8
10
-3
+4
+1
Weekday PM Peak Hour
Enter
Exit
Total
12
12
24
8
5
13
-4
-7
-11
a ITE Land Use Code 822 (Strip Retail Plaza <40k) based on 1,900 square feet, using average rates
to provide a conservative comparison.
b From Table 4.
As shown, based on the above estimates, there is expected to be a slight decrease in weekday daily
trips between the former laundromat use and the proposed residential use. During the weekday
AM peak hour the trip generation is expected to be comparable to the laundromat use and during
the weekday PM peak hour, it is estimated that the site will generate 11 fewer trips than the
laundromat.
It should be noted, that even without taking credit for the former laundromat use, these traffic
increases are well below the Transportation Impact Assessment (TIA) Guidelines established by
MassDOT to determine the traffic study area for development projects. These guidelines specify
that the study area for analysis of a development’s traffic impacts should include any intersection
where site-generated trips increase the peak hour traffic volume by a) five percent or more, or b)
by more than 100 vehicles per hour. The traffic generation associated with the multifamily
development described above is below these thresholds and does not justify the preparation of a
full traffic impact study.
TRIP DISTRIBUTION
The distribution of traffic generated by the project is based on Journey-to-Work data provided by
the U.S. Census Bureau for residents of South Yarmouth as well as the observed travel
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 9
routes/patterns of existing traffic. It is accordingly expected that 60 percent of site traffic will be
to and from the west on Route 28 with 40 percent to and from the east on Route 28. Given the
site’s proximity to the ocean south of the site, it is not expected that a significant portion of traffic
is expected from the south on Pine Grove Road. The U.S. Census data are provided in the
Appendix.
TRAFFIC INCREASES
Since the former laundry center has closed, the increase in traffic on the adjacent roadways was
conservatively estimated as all new to the area. Based on the traffic generation and distribution
patterns, six to eight additional vehicles are expected on Route 28 west of the site, representing
one additional vehicle every seven and a half to 10 minutes during peak hours. East of the site on
Route 28, four to five additional vehicles are expected during peak hours, representing one
additional vehicle every 12 to 15 minutes. On Pine Grove Road, north of the site, traffic increases
are expected in the range of 10 to 13 additional vehicles, representing one additional vehicle every
four and a half to six minutes during peak hours. These increases are minimal and well within the
daily fluctuation of traffic. Furthermore, smaller increases in traffic are expected during all other
hours of the day.
SITE ACCESS
Access to the 26 residential units is proposed via a new full access driveway on Pine Grove Road.
All internal drive aisles are proposed to be at a minimum 22 feet wide. It is recommended that a
STOP sign (MUTCD R1-1) and stop line be installed on the driveway exit to Pine Grove Road.
CONCLUSIONS
The project consists of razing the former Laundry Center of Cape Cod on site and
constructing 26 residential units within three buildings. Two of the buildings will contain
10 units and one building will contain six units. A total of 30 parking spaces are proposed
to support the residential use. Access to the site is proposed via a full access driveway on
Pine Grove Road.
The development project is expected to generate 180 vehicle trips on a weekday, with 10
vehicle trips occurring during the weekday AM peak hour (2 entering and 8 exiting) and
13 vehicle trips occurring during the weekday PM peak hour (8 entering and 5 exiting).
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
25051 TA 072325 Page 10
The ITE has specified the long-term effects of the COVID-19 pandemic on trip generation
and how it relates to various land uses. Specifically, for residential uses, it is expected that
“the proportion of the overall labor force that will be permitted to and will choose to work
from home is expected to remain higher than it was pre-pandemic. This shift will likely
result in an overall reduction in weekday peak period commuting trips”. Based on this
information, the trip generation of the site will likely be much lower than estimated in this
report.
A comparison was made between the former laundry center use and the proposed use to
determine the change in traffic. Since the laundry center is closed, the ITE Trip Generation
Manual was used to estimate trips. Since there is no dedicated land use for laundromats, a
strip retail use (which typically contain laundromats) was used for comparison purposes.
Based on these estimates, there is expected to be a slight decrease in weekday daily trips
between the former laundromat use and the proposed residential use. During the weekday
AM peak hour the trip generation is expected to be comparable to the laundromat use and
during the weekday PM peak hour, it is estimated that the site will generate 11 fewer trips
than the laundromat.
Since the former laundromat was closed, the increase in traffic on the adjacent roadways
was conservatively estimated as all new to the area. Once distributed onto the adjacent
streets, six to eight additional vehicles are expected on Route 28 west of the site,
representing one additional vehicle every seven and a half to 10 minutes during peak hours.
East of the site on Route 28, four to five additional vehicles are expected during peak hours,
representing one additional vehicle every 12 to 15 minutes. On Pine Grove Road, south of
the site, traffic increases are expected in the range of 10 to 13 additional vehicles,
representing one additional vehicle every four and a half to six minutes during peak hours.
These increases are minimal and well within the daily fluctuation of traffic. Furthermore,
smaller increases in traffic are expected during all other hours of the day.
The above increases are well below the Transportation Impact Assessment (TIA)
Guidelines established by MassDOT that could otherwise require a full traffic impact
study.
It is recommended that a STOP sign (MUTCD R1-1) and stop line be installed on the
driveway exit onto Pine Grove Road.
Assuming the trimming or removal of overgrown vegetation on Pine Grove Road, the
minimum required sight distances are exceeded at the proposed site driveway intersection
with Pine Grove Road and therefore safe operation can be expected.
It is recommended that any proposed landscaping or signs in the vicinity of the site
driveways be kept low to the ground (less than two feet above street level) or set back
sufficiently so as not to impede sight distances for drivers exiting the site.
Chappell Engineering Associates, LLC
Civil • Structural • Transportation • Surveying
Traffic Assessment
Residential Development, South Yarmouth, Massachusetts
APPENDIX
Traffic Count and Vehicle Speed Data
Traffic Count Adjustment Data
Trip Generation Calculations
Journey-to-Work Data
Pine Grove Road
south of Route 28
Client: Chappell/ K. Braun
Site Code: 25051
Count Date:
Direction: NB
AM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total PM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total
12:00 AM 0 0 0 0 0 0 0 12:00 PM 1 0 15 0 1 0 17
12:15 AM 0 0 2 0 0 0 2 12:15 PM 0 0 17 0 1 0 18
12:30 AM 0 0 0 0 0 0 0 12:30 PM 0 1 14 0 1 0 16
12:45 AM 0 0 0 0 0 0 0 12:45 PM 1 0 25 0 2 0 28
1:00 AM 0 0 0 0 0 0 0 1:00 PM 0 0 26 0 1 0 27
1:15 AM 0 0 0 0 0 0 0 1:15 PM 1 0 19 0 2 0 22
1:30 AM 0 0 0 0 0 0 0 1:30 PM 5 0 19 0 0 1 25
1:45 AM 0 0 0 0 0 0 0 1:45 PM 0 0 28 0 0 0 28
2:00 AM 0 0 0 0 0 0 0 2:00 PM 0 0 36 0 2 0 38
2:15 AM 0 0 0 0 0 0 0 2:15 PM 0 0 20 0 0 0 20
2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 24 0 1 0 25
2:45 AM 0 0 0 0 0 0 0 2:45 PM 0 0 34 0 0 0 34
3:00 AM 0 0 0 0 0 0 0 3:00 PM 0 0 19 0 1 0 20
3:15 AM 0 0 0 0 0 0 0 3:15 PM 2 0 22 0 0 0 24
3:30 AM 0 0 1 0 0 0 1 3:30 PM 1 0 15 0 0 0 16
3:45 AM 0 0 0 0 0 0 0 3:45 PM 1 0 13 0 0 0 14
4:00 AM 0 0 0 0 0 0 0 4:00 PM 0 0 14 0 2 0 16
4:15 AM 0 0 0 0 0 0 0 4:15 PM 1 0 22 0 0 0 23
4:30 AM 0 0 1 0 0 0 1 4:30 PM 1 0 22 0 0 0 23
4:45 AM 0 0 4 0 0 0 4 4:45 PM 0 0 20 0 0 0 20
5:00 AM 0 0 2 0 0 0 2 5:00 PM 1 0 21 0 1 0 23
5:15 AM 0 0 0 0 0 0 0 5:15 PM 0 0 17 0 0 0 17
5:30 AM 0 0 3 0 0 0 3 5:30 PM 0 0 15 0 0 0 15
5:45 AM 0 0 7 0 1 0 8 5:45 PM 0 0 18 0 0 0 18
6:00 AM 0 0 4 0 0 0 4 6:00 PM 0 0 32 0 1 0 33
6:15 AM 0 0 6 0 0 0 6 6:15 PM 0 0 23 0 0 0 23
6:30 AM 0 0 8 0 0 0 8 6:30 PM 0 0 21 0 0 0 21
6:45 AM 0 0 11 0 0 0 11 6:45 PM 1 0 19 0 0 0 20
7:00 AM 0 0 14 0 0 0 14 7:00 PM 0 0 19 0 0 0 19
7:15 AM 0 0 14 0 2 1 17 7:15 PM 0 0 12 0 0 0 12
7:30 AM 0 0 17 0 0 0 17 7:30 PM 0 0 13 0 0 0 13
7:45 AM 0 0 21 0 0 0 21 7:45 PM 1 0 10 0 0 0 11
8:00 AM 0 0 16 2 1 0 19 8:00 PM 0 0 11 0 0 0 11
8:15 AM 0 0 23 0 1 0 24 8:15 PM 1 0 18 0 0 0 19
8:30 AM 0 0 18 0 0 0 18 8:30 PM 0 0 14 0 0 0 14
8:45 AM 1 0 29 0 1 0 31 8:45 PM 0 0 14 0 0 0 14
9:00 AM 2 0 22 0 0 0 24 9:00 PM 2 0 9 1 0 0 12
9:15 AM 0 1 26 0 0 0 27 9:15 PM 0 0 8 0 0 0 8
9:30 AM 1 0 23 0 0 0 24 9:30 PM 0 0 8 0 0 0 8
9:45 AM 0 0 19 0 1 0 20 9:45 PM 0 0 4 0 0 0 4
10:00 AM 0 0 22 0 0 0 22 10:00 PM 5 0 2 0 0 0 7
10:15 AM 1 0 24 0 1 0 26 10:15 PM 0 0 8 0 0 0 8
10:30 AM 0 0 29 0 2 0 31 10:30 PM 2 0 2 0 1 0 5
10:45 AM 0 0 25 0 3 0 28 10:45 PM 0 0 4 0 0 0 4
11:00 AM 1 0 20 0 2 0 23 11:00 PM 0 0 2 0 0 0 2
11:15 AM 0 0 33 0 0 0 33 11:15 PM 2 0 3 0 0 0 5
11:30 AM 1 0 27 0 1 0 29 11:30 PM 0 0 2 0 0 0 2
11:45 AM 1 0 20 0 2 0 23 11:45 PM 0 0 0 0 0 0 0
AM Total 8 1 491 2 18 1 521 PM Total 29 1 753 1 17 1 802
Percentage 1.54% 0.19% 94.24% 0.38% 3.45% 0.19% Percentage 3.62% 0.12% 93.89% 0.12% 2.12% 0.12%
AM Peak 8:45 AM 8:30 AM 10:30 AM 7:15 AM 10:15 AM 6:30 AM 10:30 AM PM Peak 12:45 PM 12:00 PM 2:00 PM 8:15 PM 12:30 PM 12:45 PM 2:00 PM
Volume 4 1 107 2 8 1 115 Volume 7 1 114 1 6 1 117
Day Total 37 2 1244 3 35 2 1323
Percentage 2.80% 0.15% 94.03% 0.23% 2.65% 0.15%
PDI File #: 250679 ATR-A
Tuesday, June 24, 2025
City, State: South Yarmouth, MA
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
Client: Chappell/ K. Braun
Site Code: 25051
Count Date:
Direction: NB
AM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total PM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total
12:00 AM 0 0 0 0 0 0 0 12:00 PM 0 0 16 0 0 0 16
12:15 AM 0 0 0 0 0 0 0 12:15 PM 0 0 13 0 0 0 13
12:30 AM 0 0 0 0 0 0 0 12:30 PM 0 0 14 0 0 0 14
12:45 AM 0 0 1 0 0 0 1 12:45 PM 1 0 24 0 1 0 26
1:00 AM 0 0 0 0 0 0 0 1:00 PM 0 0 17 0 1 0 18
1:15 AM 0 0 0 0 0 0 0 1:15 PM 0 0 20 0 2 0 22
1:30 AM 0 0 1 0 0 0 1 1:30 PM 0 0 18 0 2 1 21
1:45 AM 0 0 0 0 0 0 0 1:45 PM 0 0 20 0 0 0 20
2:00 AM 0 0 0 0 0 0 0 2:00 PM 3 0 17 0 0 1 21
2:15 AM 0 0 0 0 0 0 0 2:15 PM 1 0 22 0 2 0 25
2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 21 0 1 1 23
2:45 AM 0 0 1 0 0 0 1 2:45 PM 0 0 12 0 1 0 13
3:00 AM 0 0 0 0 0 0 0 3:00 PM 0 0 25 0 0 0 25
3:15 AM 0 0 1 0 0 0 1 3:15 PM 0 0 22 0 0 0 22
3:30 AM 0 0 0 0 0 0 0 3:30 PM 0 0 17 0 0 0 17
3:45 AM 0 0 0 0 0 0 0 3:45 PM 1 0 18 0 0 0 19
4:00 AM 0 0 0 0 0 0 0 4:00 PM 1 0 16 0 0 0 17
4:15 AM 0 0 1 0 0 0 1 4:15 PM 0 0 9 0 0 0 9
4:30 AM 0 0 2 0 0 0 2 4:30 PM 0 0 17 0 1 0 18
4:45 AM 0 0 3 0 0 0 3 4:45 PM 0 0 14 0 0 0 14
5:00 AM 0 0 0 0 0 0 0 5:00 PM 0 0 14 0 0 0 14
5:15 AM 0 0 0 0 0 0 0 5:15 PM 0 0 19 0 0 0 19
5:30 AM 0 0 3 0 0 0 3 5:30 PM 2 0 19 0 0 0 21
5:45 AM 0 0 3 0 0 0 3 5:45 PM 0 0 25 0 0 0 25
6:00 AM 0 0 6 0 0 0 6 6:00 PM 1 0 22 0 1 0 24
6:15 AM 0 0 5 0 1 0 6 6:15 PM 0 0 14 0 0 0 14
6:30 AM 0 0 5 0 1 0 6 6:30 PM 2 0 22 0 0 0 24
6:45 AM 0 0 8 0 1 0 9 6:45 PM 0 0 15 0 0 0 15
7:00 AM 0 0 21 0 1 0 22 7:00 PM 1 0 26 0 0 0 27
7:15 AM 0 0 13 0 1 0 14 7:15 PM 0 0 17 0 0 0 17
7:30 AM 1 0 11 0 0 0 12 7:30 PM 1 0 13 0 0 0 14
7:45 AM 0 0 22 1 0 0 23 7:45 PM 0 0 18 0 0 0 18
8:00 AM 0 0 22 1 0 0 23 8:00 PM 0 0 13 0 0 0 13
8:15 AM 0 0 26 0 1 0 27 8:15 PM 3 0 13 0 0 0 16
8:30 AM 0 0 14 1 1 0 16 8:30 PM 0 0 11 0 0 0 11
8:45 AM 1 0 22 0 1 0 24 8:45 PM 0 0 14 0 0 0 14
9:00 AM 0 0 29 0 1 0 30 9:00 PM 1 0 7 0 0 0 8
9:15 AM 0 0 27 0 0 0 27 9:15 PM 1 0 8 0 0 0 9
9:30 AM 0 0 24 0 1 0 25 9:30 PM 0 0 8 0 0 0 8
9:45 AM 0 0 29 1 1 0 31 9:45 PM 2 0 5 0 0 0 7
10:00 AM 0 0 20 0 1 0 21 10:00 PM 0 0 1 0 0 0 1
10:15 AM 0 0 34 0 0 0 34 10:15 PM 2 0 6 0 0 0 8
10:30 AM 0 0 24 0 0 0 24 10:30 PM 0 0 1 0 0 0 1
10:45 AM 0 0 17 0 0 0 17 10:45 PM 0 0 6 0 0 0 6
11:00 AM 2 0 29 0 1 0 32 11:00 PM 0 0 1 0 0 0 1
11:15 AM 1 0 26 0 0 0 27 11:15 PM 0 0 3 0 0 0 3
11:30 AM 0 0 21 0 0 1 22 11:30 PM 0 0 1 0 0 0 1
11:45 AM 1 0 29 0 1 0 31 11:45 PM 0 0 2 0 0 0 2
AM Total 6 0 500 4 14 1 525 PM Total 23 0 676 0 12 3 714
Percentage 1.14% 0.00% 95.24% 0.76% 2.67% 0.19% Percentage 3.22% 0.00% 94.68% 0.00% 1.68% 0.42%
AM Peak 11:00 AM 12:00 AM 9:00 AM 7:45 AM 6:15 AM 10:45 AM 9:00 AM PM Peak 1:30 PM 12:00 PM 5:15 PM 12:00 PM 12:45 PM 1:15 PM 1:45 PM
Volume 4 0 109 3 4 1 113 Volume 4 0 85 0 6 2 89
Day Total 29 0 1176 4 26 4 1239
Percentage 2.34% 0.00% 94.92% 0.32% 2.10% 0.32%
Wednesday, June 25, 2025
PDI File #: 250679 ATR-A
City, State: South Yarmouth, MA
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
Client: Chappell/ K. Braun
Site Code: 25051
Count Date:
Direction: SB
AM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total PM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total
12:00 AM 0 0 1 0 0 0 1 12:00 PM 1 0 22 0 0 0 23
12:15 AM 0 0 1 0 0 0 1 12:15 PM 0 1 16 0 1 0 18
12:30 AM 0 0 0 0 0 0 0 12:30 PM 0 0 26 0 2 0 28
12:45 AM 0 0 0 0 0 0 0 12:45 PM 2 1 22 0 0 0 25
1:00 AM 0 0 1 0 0 0 1 1:00 PM 0 0 20 0 0 0 20
1:15 AM 0 0 1 0 0 0 1 1:15 PM 0 0 16 0 1 0 17
1:30 AM 0 0 0 0 0 0 0 1:30 PM 0 0 17 0 0 0 17
1:45 AM 0 0 0 0 0 0 0 1:45 PM 1 0 18 0 0 0 19
2:00 AM 0 0 0 0 0 0 0 2:00 PM 0 0 17 0 3 0 20
2:15 AM 0 0 0 0 0 0 0 2:15 PM 0 0 16 0 1 0 17
2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 23 0 0 1 24
2:45 AM 0 0 0 0 0 0 0 2:45 PM 0 0 7 0 0 0 7
3:00 AM 0 0 0 0 0 0 0 3:00 PM 1 0 15 0 0 0 16
3:15 AM 0 0 0 0 0 0 0 3:15 PM 1 0 22 0 0 0 23
3:30 AM 0 0 0 0 0 0 0 3:30 PM 1 0 18 0 0 0 19
3:45 AM 0 0 1 0 0 0 1 3:45 PM 1 0 17 0 0 0 18
4:00 AM 0 0 0 0 0 0 0 4:00 PM 0 0 15 0 0 0 15
4:15 AM 0 0 0 0 0 0 0 4:15 PM 1 0 10 0 1 0 12
4:30 AM 0 0 0 0 0 0 0 4:30 PM 1 0 17 0 0 0 18
4:45 AM 0 0 0 0 0 0 0 4:45 PM 0 0 15 0 1 0 16
5:00 AM 0 0 2 0 0 0 2 5:00 PM 0 0 13 0 0 0 13
5:15 AM 0 0 0 0 0 0 0 5:15 PM 0 0 9 0 0 0 9
5:30 AM 4 0 0 0 0 0 4 5:30 PM 1 0 14 0 0 0 15
5:45 AM 1 0 1 0 0 0 2 5:45 PM 1 0 37 0 0 0 38
6:00 AM 0 0 1 0 0 0 1 6:00 PM 0 0 30 0 0 0 30
6:15 AM 0 0 3 0 0 0 3 6:15 PM 0 0 10 0 0 0 10
6:30 AM 1 0 1 0 0 1 3 6:30 PM 0 0 21 0 0 0 21
6:45 AM 0 0 5 0 1 0 6 6:45 PM 0 0 18 0 0 0 18
7:00 AM 1 0 7 0 0 0 8 7:00 PM 0 0 19 0 0 0 19
7:15 AM 1 0 8 0 0 0 9 7:15 PM 0 0 17 0 0 0 17
7:30 AM 1 0 7 0 0 0 8 7:30 PM 0 0 17 0 1 0 18
7:45 AM 2 0 11 0 0 0 13 7:45 PM 0 0 13 0 0 0 13
8:00 AM 0 0 10 0 0 0 10 8:00 PM 0 0 12 0 0 0 12
8:15 AM 1 1 6 0 0 0 8 8:15 PM 0 1 12 0 0 0 13
8:30 AM 0 0 13 0 0 0 13 8:30 PM 0 0 12 0 0 0 12
8:45 AM 0 0 8 0 1 0 9 8:45 PM 0 0 18 0 0 0 18
9:00 AM 0 0 15 0 1 0 16 9:00 PM 0 0 19 0 0 0 19
9:15 AM 0 0 18 0 0 1 19 9:15 PM 0 0 11 1 0 0 12
9:30 AM 2 0 20 0 0 0 22 9:30 PM 0 0 7 0 1 0 8
9:45 AM 0 0 18 0 0 0 18 9:45 PM 0 0 9 0 0 0 9
10:00 AM 1 0 14 0 0 0 15 10:00 PM 0 0 1 0 0 0 1
10:15 AM 1 0 22 0 3 1 27 10:15 PM 0 0 4 0 1 0 5
10:30 AM 1 0 21 0 0 0 22 10:30 PM 2 0 5 0 0 0 7
10:45 AM 0 0 19 0 0 0 19 10:45 PM 0 0 2 0 0 0 2
11:00 AM 0 0 25 0 0 0 25 11:00 PM 0 0 1 0 0 0 1
11:15 AM 0 0 19 0 0 0 19 11:15 PM 0 0 3 0 0 0 3
11:30 AM 0 0 27 0 3 0 30 11:30 PM 0 0 3 0 0 0 3
11:45 AM 1 0 24 0 0 0 25 11:45 PM 0 0 0 0 0 0 0
AM Total 18 1 330 0 9 3 361 PM Total 14 3 686 1 13 1 718
Percentage 4.99% 0.28% 91.41% 0.00% 2.49% 0.83% Percentage 1.95% 0.42% 95.54% 0.14% 1.81% 0.14%
AM Peak 5:00 AM 7:30 AM 11:00 AM 12:00 AM 9:30 AM 5:45 AM 11:00 AM PM Peak 3:00 PM 12:00 PM 5:45 PM 8:30 PM 1:15 PM 1:45 PM 5:45 PM
Volume 5 1 95 0 3 1 99 Volume 4 2 98 1 4 1 99
Day Total 32 4 1016 1 22 4 1079
Percentage 2.97% 0.37% 94.16% 0.09% 2.04% 0.37%
PDI File #: 250679 ATR-A
Tuesday, June 24, 2025
City, State: South Yarmouth, MA
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
Client: Chappell/ K. Braun
Site Code: 25051
Count Date:
Direction: SB
AM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total PM Bicycles Motorcycle
Cars &
Light
Goods
Buses Single Unit
Heavy
Multi Unit
Heavy Total
12:00 AM 0 0 0 0 0 0 0 12:00 PM 1 0 18 0 1 0 20
12:15 AM 0 0 1 0 0 0 1 12:15 PM 2 0 17 0 1 0 20
12:30 AM 0 0 0 0 0 0 0 12:30 PM 0 0 14 0 0 0 14
12:45 AM 0 0 1 0 0 0 1 12:45 PM 1 0 13 1 1 0 16
1:00 AM 0 0 0 0 0 0 0 1:00 PM 0 0 11 0 0 0 11
1:15 AM 0 0 1 0 0 0 1 1:15 PM 0 0 22 0 0 0 22
1:30 AM 0 0 0 0 0 0 0 1:30 PM 0 0 18 0 0 1 19
1:45 AM 0 0 0 0 0 0 0 1:45 PM 1 0 21 0 0 0 22
2:00 AM 0 0 0 0 0 0 0 2:00 PM 2 0 24 0 0 0 26
2:15 AM 0 0 0 0 0 0 0 2:15 PM 0 0 14 0 1 0 15
2:30 AM 0 0 0 0 0 0 0 2:30 PM 0 0 12 0 0 0 12
2:45 AM 0 0 0 0 0 0 0 2:45 PM 0 0 15 0 0 0 15
3:00 AM 0 0 0 0 0 0 0 3:00 PM 0 0 14 0 0 0 14
3:15 AM 0 0 1 0 0 0 1 3:15 PM 2 0 17 0 0 0 19
3:30 AM 0 0 0 0 0 0 0 3:30 PM 1 0 18 0 0 0 19
3:45 AM 0 0 0 0 0 0 0 3:45 PM 2 0 15 0 0 0 17
4:00 AM 0 0 0 0 0 0 0 4:00 PM 0 1 7 0 0 0 8
4:15 AM 0 0 0 0 0 0 0 4:15 PM 0 0 23 0 0 0 23
4:30 AM 0 0 0 0 0 0 0 4:30 PM 0 0 11 0 0 0 11
4:45 AM 0 0 0 0 0 0 0 4:45 PM 0 0 23 0 0 0 23
5:00 AM 0 0 0 0 0 0 0 5:00 PM 0 0 11 0 0 0 11
5:15 AM 0 0 1 0 0 0 1 5:15 PM 0 0 22 0 0 0 22
5:30 AM 1 0 0 0 0 0 1 5:30 PM 0 0 15 0 0 0 15
5:45 AM 1 0 1 0 0 0 2 5:45 PM 0 0 14 0 2 0 16
6:00 AM 0 0 1 0 0 0 1 6:00 PM 1 0 17 0 0 0 18
6:15 AM 0 0 1 0 0 0 1 6:15 PM 0 0 15 0 1 0 16
6:30 AM 0 0 6 0 0 0 6 6:30 PM 0 0 18 0 0 0 18
6:45 AM 0 0 3 0 0 0 3 6:45 PM 2 0 16 0 0 0 18
7:00 AM 1 0 4 0 2 0 7 7:00 PM 0 0 16 0 0 0 16
7:15 AM 0 0 5 0 0 0 5 7:15 PM 0 0 10 0 0 0 10
7:30 AM 0 0 7 0 0 0 7 7:30 PM 0 0 10 0 0 0 10
7:45 AM 4 0 9 0 1 0 14 7:45 PM 0 0 13 0 0 0 13
8:00 AM 0 0 8 0 1 0 9 8:00 PM 0 0 17 0 0 0 17
8:15 AM 1 0 7 0 0 2 10 8:15 PM 4 0 14 0 0 0 18
8:30 AM 0 0 13 0 0 0 13 8:30 PM 0 0 24 0 0 0 24
8:45 AM 0 0 13 0 1 0 14 8:45 PM 0 0 10 0 0 0 10
9:00 AM 0 0 9 0 0 0 9 9:00 PM 0 0 13 0 0 0 13
9:15 AM 0 0 18 0 3 0 21 9:15 PM 0 0 9 0 0 0 9
9:30 AM 0 0 12 0 1 0 13 9:30 PM 0 0 16 0 0 0 16
9:45 AM 0 0 15 0 0 0 15 9:45 PM 0 0 4 0 0 0 4
10:00 AM 0 0 20 0 0 1 21 10:00 PM 0 0 11 0 0 0 11
10:15 AM 3 0 27 0 0 1 31 10:15 PM 0 0 1 0 0 0 1
10:30 AM 3 0 18 0 0 0 21 10:30 PM 0 0 3 0 0 0 3
10:45 AM 0 0 15 0 1 0 16 10:45 PM 0 0 0 0 0 0 0
11:00 AM 0 0 18 0 1 0 19 11:00 PM 0 0 3 0 0 0 3
11:15 AM 0 0 17 0 1 0 18 11:15 PM 0 0 1 0 0 0 1
11:30 AM 0 0 16 0 0 0 16 11:30 PM 0 0 2 0 0 0 2
11:45 AM 0 0 13 0 1 0 14 11:45 PM 0 0 3 0 0 0 3
AM Total 14 0 281 0 13 4 312 PM Total 19 1 635 1 7 1 664
Percentage 4.49% 0.00% 90.06% 0.00% 4.17% 1.28% Percentage 2.86% 0.15% 95.63% 0.15% 1.05% 0.15%
AM Peak 9:45 AM 12:00 AM 9:45 AM 12:00 AM 8:45 AM 7:30 AM 10:00 AM PM Peak 3:00 PM 3:15 PM 1:15 PM 12:00 PM 12:00 PM 12:45 PM 1:15 PM
Volume 6 0 80 0 5 2 89 Volume 5 1 85 1 3 1 89
Day Total 33 1 916 1 20 5 976
Percentage 3.38% 0.10% 93.85% 0.10% 2.05% 0.51%
Wednesday, June 25, 2025
PDI File #: 250679 ATR-A
City, State: South Yarmouth, MA
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
Client: Chappell/ K. Braun
Site Code: 25051
Direction: NB
Day
Date
AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM
12:00 0 17 0 16 0000000000017
12:15 2 18 0 13 0000000000116
12:30 0 16 0 14 0000000000015
12:45 0 28 1 26 0000000000127
1:00 0 27 0 18 0000000000023
1:15 0 22 0 22 0000000000022
1:30 0 25 1 21 0000000000123
1:45 0 28 0 20 0000000000024
2:00 0 38 0 21 0000000000030
2:15 0 20 0 25 0000000000023
2:30 0 25 0 23 0000000000024
2:45 0 34 1 13 0000000000124
3:00 0 20 0 25 0000000000023
3:15 0 24 1 22 0000000000123
3:30 1 16 0 17 0000000000117
3:45 0 14 0 19 0000000000017
4:00 0 16 0 17 0000000000017
4:15 0 23 190000000000116
4:30 1 23 2 18 0000000000221
4:45 4 20 3 14 0000000000417
5:00 2 23 0 14 0000000000119
5:15 0 17 0 19 0000000000018
5:30 3 15 3 21 0000000000318
5:45 8 18 3 25 0000000000622
6:00 4 33 6 24 0000000000529
6:15 6 23 6 14 0000000000619
6:30 8 21 6 24 0000000000723
6:45 11 20 9 15 00000000001018
7:00 14 19 22 27 00000000001823
7:15 17 12 14 17 00000000001615
7:30 17 13 12 14 00000000001514
7:45 21 11 23 18 00000000002215
8:00 19 11 23 13 00000000002112
8:15 24 19 27 16 00000000002618
8:30 18 14 16 11 00000000001713
8:45 31 14 24 14 00000000002814
9:00 24 12 30 800000000002710
9:15 27 8 27 90000000000279
9:30 24 8 25 80000000000258
9:45 20 4 31 70000000000266
10:00 22 7 21 10000000000224
10:15 26 8 34 80000000000308
10:30 31 5 24 10000000000283
10:45 28 4 17 60000000000235
11:00 23 2 32 10000000000282
11:15 33 5 27 30000000000304
11:30 29 2 22 10000000000262
11:45 23 0 31 20000000000271
Total 521 802 525 714 0000000000523758
Day Total
Peak HR 10:30 AM 2:00 PM 9:00 AM 1:45 PM 11:00 AM 1:45 PM
Volume 115 117 113 89 110 100
PDI File # 250679 ATR-A
City, State: South Yarmouth, MA
Weekly Report
Week
06/24/25 06/25/25
Tuesday Wednesday
Ave
0 0 128113231239000
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
Client: Chappell/ K. Braun
Site Code: 25051
Direction: SB
Day
Date
AM PM AM PM AM PM AM PM AM PM AM PM AM PM AM PM
12:00 1 23 0 20 0000000000122
12:15 1 18 1 20 0000000000119
12:30 0 28 0 14 0000000000021
12:45 0 25 1 16 0000000000121
1:00 1 20 0 11 0000000000116
1:15 1 17 1 22 0000000000120
1:30 0 17 0 19 0000000000018
1:45 0 19 0 22 0000000000021
2:00 0 20 0 26 0000000000023
2:15 0 17 0 15 0000000000016
2:30 0 24 0 12 0000000000018
2:45 0 7 0 15 0000000000011
3:00 0 16 0 14 0000000000015
3:15 0 23 1 19 0000000000121
3:30 0 19 0 19 0000000000019
3:45 1 18 0 17 0000000000118
4:00 0 15 080000000000012
4:15 0 12 0 23 0000000000018
4:30 0 18 0 11 0000000000015
4:45 0 16 0 23 0000000000020
5:00 2 13 0 11 0000000000112
5:15 0 9 1 22 0000000000116
5:30 4 15 1 15 0000000000315
5:45 2 38 2 16 0000000000227
6:00 1 30 1 18 0000000000124
6:15 3 10 1 16 0000000000213
6:30 3 21 6 18 0000000000520
6:45 6 18 3 18 0000000000518
7:00 8 19 7 16 0000000000818
7:15 9 17 5 10 0000000000714
7:30 8 18 7 10 0000000000814
7:45 13 13 14 13 00000000001413
8:00 10 12 9 17 00000000001015
8:15 8 13 10 18 0000000000916
8:30 13 12 13 24 00000000001318
8:45 9 18 14 10 00000000001214
9:00 16 19 9 13 00000000001316
9:15 19 12 21 900000000002011
9:30 22 8 13 16 00000000001812
9:45 18 9 15 40000000000177
10:00 15 1 21 11 0000000000186
10:15 27 5 31 10000000000293
10:30 22 7 21 30000000000225
10:45 19 2 16 00000000000181
11:00 25 1 19 30000000000222
11:15 19 3 18 10000000000192
11:30 30 3 16 20000000000233
11:45 25 0 14 30000000000202
Total 361 718 312 664 0000000000337691
Day Total
Peak HR 11:00 AM 5:45 PM 10:00 AM 1:15 PM 10:15 AM 5:45 PM
Volume 99 99 89 89 90 84
PDI File # 250679 ATR-A
City, State: South Yarmouth, MA
Weekly Report
Week
06/24/25 06/25/25
Tuesday Wednesday
Ave
0 0 10281079976000
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
City, State: South Yarmouth, MA
Client: Chappell/ K. Braun
Site Code: 25051
Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed
12:00 AM 0001100000000229.9 29.5
1:00 AM 000000000000000.00.0
2:00 AM 000000000000000.00.0
3:00 AM 0001000000000125.0 25.0
4:00 AM 0102010000000433.4 27.5
5:00 AM 01264100000001432.0 28.0
6:00 AM 0 0 7 15 5100000002830.0 27.1
7:00 AM 1 5 22 24 15 400000007131.0 26.0
8:00 AM 4 7 25 47 10 000000009328.0 24.3
9:00 AM 4 8 31 42 9100000009528.9 24.5
10:00 AM 6 8 47 32 61000000010027.0 23.3
11:00 AM 7 4 44 41 80100000010528.0 24.0
12:00 PM 3 4 27 30 12 100000007730.0 24.9
1:00 PM 3 11 28 40 11 000000009329.0 24.4
2:00 PM 5 10 48 38 15 0100000011729.0 24.1
3:00 PM 6 5 27 27 11 000000007629.0 23.9
4:00 PM 3 6 19 38 13 000000007930.0 25.1
5:00 PM 5 5 23 35 5110000007528.9 24.3
6:00 PM 4 12 29 39 6000000009028.0 23.9
7:00 PM 0 4 25 17 5010000005229.0 24.7
8:00 PM 3 5 21 22 4110000005729.0 24.2
9:00 PM 0 4 13 92100000002928.6 24.3
10:00 PM 33563100000002130.0 23.1
11:00 PM 2104100000000829.0 22.9
Total 59 104 443 516 146 14 50000001287 29.0 24.4
Percent 4.58% 8.08% 34.42% 40.09% 11.34% 1.09% 0.39% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
AM Peak 11:00 AM 9:00 AM 10:00 AM 8:00 AM 7:00 AM 7:00 AM 11:00 AM 11:00 AM
Volume 7 8 47 47 15 41000000105
PM Peak 3:00 PM 6:00 PM 2:00 PM 1:00 PM 2:00 PM 12:00 PM 2:00 PM 2:00 PM
Volume 6 12 48 40 15 11000000117
15th Percentile: 20.0 MPH Average Speed: 24.4 MPH Posted Speed Limit: 30 MPH
50th Percentile: 25.0 MPH 10 MPH Pace: 20 to 29 MPH Number of Vehicles > 30 MPH: 114
85th Percentile: 29.0 MPH Number in Pace: 959 Percent of Vehicles > 30 MPH: 8.9%
95th Percentile: 32.0 MPH Percent in Pace: 74.5%
NB
Tuesday, June 24, 2025
Speed (60-minute)
Count Date
PDI File #: 250679 ATR-A (speed)
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
City, State:
Client: Chappell/ K. Braun
Site Code: 25051
Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed
12:00 AM 0100100000000231.2 24.5
1:00 AM 0000110000000234.6 33.5
2:00 AM 000000000000000.00.0
3:00 AM 0000100000000131.0 31.0
4:00 AM 000000000000000.00.0
5:00 AM 1130000000000524.0 19.6
6:00 AM 04441200000001532.6 25.2
7:00 AM 2 1 16 10 2200000003326.4 23.6
8:00 AM 1 11 16 65000000003928.3 22.4
9:00 AM 1 7 25 27 3300000006628.0 24.5
10:00 AM 5 13 36 18 8000000008028.2 23.0
11:00 AM 1 12 42 29 5510000009527.9 24.4
12:00 PM 4 12 31 24 10 410000008630.0 24.4
1:00 PM 2 5 30 15 8201000006330.0 24.3
2:00 PM 1 3 28 23 10 301000006931.8 25.7
3:00 PM 2 10 30 19 8300000007229.4 24.0
4:00 PM 4 10 19 15 8111000005931.0 23.9
5:00 PM 1 6 27 28 5200000006929.0 24.7
6:00 PM 2 15 33 15 5001000007128.0 23.3
7:00 PM 0 8 31 17 3400000006328.0 24.3
8:00 PM 1 7 19 15 5400000005130.5 24.5
9:00 PM 0 9 20 95200000004528.8 23.9
10:00 PM 05323000000001331.0 23.3
11:00 PM 0102120000000636.0 29.3
Total 28 141 413 278 98 40 34000001005 29.0 24.2
Percent 2.79% 14.03% 41.09% 27.66% 9.75% 3.98% 0.30% 0.40% 0.00% 0.00% 0.00% 0.00% 0.00%
AM Peak 10:00 AM 10:00 AM 11:00 AM 11:00 AM 10:00 AM 11:00 AM 11:00 AM 11:00 AM
Volume 5 13 42 29 85100000095
PM Peak 12:00 PM 6:00 PM 6:00 PM 5:00 PM 12:00 PM 12:00 PM 12:00 PM 1:00 PM 12:00 PM
Volume 4 15 33 28 10 4110000086
15th Percentile: 19.0 MPH Average Speed: 24.2 MPH Posted Speed Limit: 30 MPH
50th Percentile: 24.0 MPH 10 MPH Pace: 19 to 28 MPH Number of Vehicles > 30 MPH: 125
85th Percentile: 29.0 MPH Number in Pace: 719 Percent of Vehicles > 30 MPH: 12.4%
95th Percentile: 34.0 MPH Percent in Pace: 71.5%
SB
Tuesday, June 24, 2025
Speed (60-minute)
Count Date
PDI File #: 250679 ATR-A (speed)
South Yarmouth, M
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
City, State:
Client: Chappell/ K. Braun
Site Code: 25051
Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed
12:00 AM 0101200000000432.2 27.0
1:00 AM 0000110000000234.6 33.5
2:00 AM 000000000000000.00.0
3:00 AM 0001100000000230.1 28.0
4:00 AM 0102010000000433.4 27.5
5:00 AM 12564100000001932.0 25.8
6:00 AM 0 4 11 19 6300000004330.7 26.4
7:00 AM 3 6 38 34 17 6000000010431.0 25.2
8:00 AM 5 18 41 53 15 0000000013228.0 23.8
9:00 AM 5 15 56 69 12 4000000016128.0 24.5
10:00 AM 11 21 83 50 14 1000000018028.0 23.2
11:00 AM 8 16 86 70 13 5200000020028.0 24.2
12:00 PM 7 16 58 54 22 5100000016330.0 24.6
1:00 PM 5 16 58 55 19 2010000015629.0 24.4
2:00 PM 6 13 76 61 25 3110000018630.0 24.7
3:00 PM 8 15 57 46 19 3000000014829.0 24.0
4:00 PM 7 16 38 53 21 1110000013830.0 24.6
5:00 PM 6 11 50 63 10 3100000014429.0 24.5
6:00 PM 6 27 62 54 11 0010000016128.0 23.6
7:00 PM 0 12 56 34 84100000011529.0 24.5
8:00 PM 4 12 40 37 95100000010829.0 24.3
9:00 PM 0 13 33 18 7300000007429.0 24.1
10:00 PM 38886100000003431.0 23.2
11:00 PM 22062200000001432.2 25.6
Total 87 245 856 794 244 54 84000002292 29.0 24.3
Percent 3.80% 10.69% 37.35% 34.64% 10.65% 2.36% 0.35% 0.17% 0.00% 0.00% 0.00% 0.00% 0.00%
AM Peak 10:00 AM 10:00 AM 11:00 AM 11:00 AM 7:00 AM 7:00 AM 11:00 AM 11:00 AM
Volume 11 21 86 70 17 62000000200
PM Peak 3:00 PM 6:00 PM 2:00 PM 5:00 PM 2:00 PM 12:00 PM 12:00 PM 1:00 PM 2:00 PM
Volume 8 27 76 63 25 51100000186
15th Percentile: 20.0 MPH Average Speed: 24.3 MPH Posted Speed Limit: 30 MPH
50th Percentile: 24.0 MPH 10 MPH Pace: 20 to 29 MPH Number of Vehicles > 30 MPH: 239
85th Percentile: 29.0 MPH Number in Pace: 1650 Percent of Vehicles > 30 MPH: 10.4%
95th Percentile: 32.4 MPH Percent in Pace: 72.0%
Combined NB and SB
Tuesday, June 24, 2025
Speed (60-minute)
Count Date
PDI File #: 250679 ATR-A (speed)
South Yarmouth, M
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
City, State: South Yarmouth, MA
Client: Chappell/ K. Braun
Site Code: 25051
Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed
12:00 AM 0000100000000130.0 30.0
1:00 AM 0000100000000130.0 30.0
2:00 AM 0001000000000126.0 26.0
3:00 AM 0010000000000124.0 24.0
4:00 AM 0003210000000633.5 29.5
5:00 AM 0014100000000629.5 27.3
6:00 AM 0 1 7 17 3000000002829.0 26.4
7:00 AM 1 8 17 29 11 200000006830.0 25.4
8:00 AM 4 5 28 41 11 100000009029.0 25.1
9:00 AM 2 11 27 52 83000000010329.0 25.1
10:00 AM 9 6 23 38 8200000008628.0 23.8
11:00 AM 6 7 32 47 10 1000000010329.0 24.3
12:00 PM 3 1 22 32 9000000006729.0 24.9
1:00 PM 4 5 22 32 15 100000007930.3 25.1
2:00 PM 5 5 18 38 13 000000007930.0 24.9
3:00 PM 1 6 23 40 9200000008129.0 25.5
4:00 PM 4 1 18 22 15 100000006131.0 25.6
5:00 PM 1 9 27 30 4100000007228.0 24.1
6:00 PM 8 2 31 32 2000000007528.0 23.1
7:00 PM 1 9 31 23 6000000007028.0 23.8
8:00 PM 1 8 15 20 5000000004929.0 24.1
9:00 PM 2 1 6 15 5000000002929.8 25.2
10:00 PM 1 0 2 11 1000000001529.0 26.1
11:00 PM 1113101000000832.8 26.4
Total 54 86 352 530 141 15 10000001179 29.0 24.8
Percent 4.58% 7.29% 29.86% 44.95% 11.96% 1.27% 0.08% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%
AM Peak 10:00 AM 9:00 AM 11:00 AM 9:00 AM 7:00 AM 9:00 AM 9:00 AM
Volume 9 11 32 52 11 30000000103
PM Peak 6:00 PM 5:00 PM 6:00 PM 3:00 PM 1:00 PM 3:00 PM 11:00 PM 3:00 PM
Volume 8 9 31 40 15 2100000081
15th Percentile: 21.0 MPH Average Speed: 24.8 MPH Posted Speed Limit: 30 MPH
50th Percentile: 25.0 MPH 10 MPH Pace: 21 to 30 MPH Number of Vehicles > 30 MPH: 104
85th Percentile: 29.0 MPH Number in Pace: 904 Percent of Vehicles > 30 MPH: 8.8%
95th Percentile: 32.0 MPH Percent in Pace: 76.7%
NB
Wednesday, June 25, 2025
Speed (60-minute)
Count Date
PDI File #: 250679 ATR-A (speed)
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
City, State:
Client: Chappell/ K. Braun
Site Code: 25051
Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed
12:00 AM 0100100000000230.6 25.0
1:00 AM 0010000000000123.0 23.0
2:00 AM 000000000000000.00.0
3:00 AM 0010000000000122.0 22.0
4:00 AM 000000000000000.00.0
5:00 AM 0210000000000318.8 17.0
6:00 AM 00613100000001133.0 26.4
7:00 AM 2 2 17 44110000003132.0 23.6
8:00 AM 0 5 21 15 2200000004527.4 23.9
9:00 AM 1 2 30 15 4100100005428.0 24.4
10:00 AM 1 9 29 26 9610000008132.0 25.5
11:00 AM 0 11 20 14 12 110000005931.0 25.0
12:00 PM 2 12 24 16 6200000006228.0 23.6
1:00 PM 1 9 33 15 5320000006829.0 24.1
2:00 PM 0 7 35 17 9110000007029.7 24.6
3:00 PM 3 8 27 13 7110000006029.2 23.8
4:00 PM 0 6 23 18 9200000005831.0 25.4
5:00 PM 1 8 27 17 6400000006330.4 24.3
6:00 PM 2 10 25 18 6100000006228.0 23.6
7:00 PM 1 7 24 11 4100000004827.0 23.5
8:00 PM 0 12 34 10 7100000006427.0 23.1
9:00 PM 0 11 18 56100000004131.0 23.2
10:00 PM 13435000000001631.8 24.7
11:00 PM 0251100000000927.8 23.6
Total 15 127 405 219 106 29 701000090930.0 24.2
Percent 1.65% 13.97% 44.55% 24.09% 11.66% 3.19% 0.77% 0.00% 0.11% 0.00% 0.00% 0.00% 0.00%
AM Peak 7:00 AM 11:00 AM 9:00 AM 10:00 AM 11:00 AM 10:00 AM 7:00 AM 9:00 AM 10:00 AM
Volume 2 11 30 26 12 6101000081
PM Peak 3:00 PM 12:00 PM 2:00 PM 4:00 PM 2:00 PM 5:00 PM 1:00 PM 2:00 PM
Volume 3 12 35 18 94200000070
15th Percentile: 19.0 MPH Average Speed: 24.2 MPH Posted Speed Limit: 30 MPH
50th Percentile: 24.0 MPH 10 MPH Pace: 19 to 28 MPH Number of Vehicles > 30 MPH: 130
85th Percentile: 30.0 MPH Number in Pace: 655 Percent of Vehicles > 30 MPH: 14.3%
95th Percentile: 34.0 MPH Percent in Pace: 72.1%
SB
Wednesday, June 25, 2025
Speed (60-minute)
Count Date
PDI File #: 250679 ATR-A (speed)
South Yarmouth, M
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
Pine Grove Road
south of Route 28
City, State:
Client: Chappell/ K. Braun
Site Code: 25051
Start Time: 1 to 14 15 to 19 20 to 24 25 to 29 30 to 34 35 to 39 40 to 44 45 to 49 50 to 54 55 to 59 60 to 64 65 to 69 70+ Total 85th %ile Ave Speed
12:00 AM 0100200000000332.1 26.7
1:00 AM 0010100000000229.0 26.5
2:00 AM 0001000000000126.0 26.0
3:00 AM 0020000000000223.7 23.0
4:00 AM 0003210000000633.5 29.5
5:00 AM 0224100000000929.0 23.9
6:00 AM 0 1 13 18 6100000003931.0 26.4
7:00 AM 3 10 34 33 15 310000009930.3 24.8
8:00 AM 4 10 49 56 13 3000000013529.0 24.7
9:00 AM 3 13 57 67 12 4001000015729.0 24.8
10:00 AM 10 15 52 64 17 8100000016730.0 24.6
11:00 AM 6 18 52 61 22 2100000016229.9 24.6
12:00 PM 5 13 46 48 15 2000000012928.0 24.3
1:00 PM 5 14 55 47 20 4200000014730.0 24.6
2:00 PM 5 12 53 55 22 1100000014930.0 24.8
3:00 PM 4 14 50 53 16 3100000014129.0 24.8
4:00 PM 4 7 41 40 24 3000000011931.0 25.5
5:00 PM 2 17 54 47 10 5000000013528.0 24.2
6:00 PM 10 12 56 50 81000000013728.0 23.3
7:00 PM 2 16 55 34 10 1000000011828.0 23.7
8:00 PM 1 20 49 30 12 1000000011329.0 23.5
9:00 PM 2 12 24 20 11 100000007030.0 24.0
10:00 PM 2 3 6 14 6000000003130.5 25.4
11:00 PM 13642010000001731.4 24.9
Total 69 213 757 749 247 44 80100002088 29.0 24.5
Percent 3.30% 10.20% 36.25% 35.87% 11.83% 2.11% 0.38% 0.00% 0.05% 0.00% 0.00% 0.00% 0.00%
AM Peak 10:00 AM 11:00 AM 9:00 AM 9:00 AM 11:00 AM 10:00 AM 7:00 AM 9:00 AM 10:00 AM
Volume 10 18 57 67 22 81010000167
PM Peak 6:00 PM 8:00 PM 6:00 PM 2:00 PM 4:00 PM 5:00 PM 1:00 PM 2:00 PM
Volume 10 20 56 55 24 52000000149
15th Percentile: 20.0 MPH Average Speed: 24.5 MPH Posted Speed Limit: 30 MPH
50th Percentile: 25.0 MPH 10 MPH Pace: 20 to 29 MPH Number of Vehicles > 30 MPH: 234
85th Percentile: 29.0 MPH Number in Pace: 1506 Percent of Vehicles > 30 MPH: 11.2%
95th Percentile: 32.6 MPH Percent in Pace: 72.1%
Combined NB and SB
Wednesday, June 25, 2025
Speed (60-minute)
Count Date
PDI File #: 250679 ATR-A (speed)
South Yarmouth, M
PRECISION
D A T A
INDUSTRIES, LLC
157 Washington Street, Suite 2
Hudson, MA 01749
508-875-0100 datarequests@pdillc.com
Email: datarequests@pdillc.com
2019 Traffic Counting Report Page 17
Table 5: Monthly Adjustment Factors for Cape Cod
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
2011* 1.26 1.25 1.20 1.06 0.96 0.89 0.76 0.76 0.92 0.99 1.08 1.14
2010 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15
2009 1.26 1.25 1.19 1.08 0.95 0.88 0.77 0.76 0.93 1.00 1.08 1.15
2008 1.21 1.25 1.19 1.08 0.96 0.89 0.78 0.76 0.93 1.00 1.07 1.14
2007 1.25 1.21 1.17 1.06 0.96 0.86 0.78 0.79 0.93 1.00 1.08 1.14
2006 1.26 1.20 1.18 1.04 0.96 0.86 0.78 0.79 0.93 0.99 1.07 1.12
2005 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15
2004 1.27 1.23 1.18 1.06 0.96 0.85 0.77 0.78 0.93 0.99 1.08 1.15
2003 1.29 1.23 1.16 1.06 0.99 0.87 0.79 0.77 0.95 0.99 1.07 1.14
2002 1.30 1.24 1.16 1.06 0.98 0.86 0.79 0.78 0.93 0.97 1.08 1.14
2001 1.34 1.27 1.18 1.06 0.97 0.86 0.78 0.78 0.94 0.97 1.08 1.13
2000 1.37 1.28 1.20 1.07 0.96 0.87 0.77 0.78 0.93 0.97 1.09 1.14
1999 1.37 1.29 1.23 1.09 0.96 0.87 0.76 0.77 0.94 0.99 1.10 1.15
1998 1.39 1.27 1.23 1.11 0.95 0.87 0.76 0.76 0.93 0.99 1.10 1.16
1997 1.38 1.29 1.22 1.10 0.96 0.86 0.76 0.75 0.92 0.99 1.10 1.19
1996 1.41 1.30 1.22 1.07 0.96 0.86 0.75 0.75 0.91 0.99 1.10 1.19
1995 1.36 1.33 1.24 1.07 0.97 0.86 0.75 0.75 0.90 0.99 1.10 1.19
1994 1.35 1.31 1.25 1.06 0.93 0.86 0.73 0.74 0.89 0.97 1.09 1.15
1993 1.35 1.30 1.24 1.07 0.92 0.85 0.75 0.75 0.90 0.99 1.10 1.17
1992 1.37 1.32 1.29 1.08 0.94 0.87 0.75 0.76 0.90 1.01 1.14 1.21
1991 1.39 1.30 1.22 1.08 0.94 0.87 0.76 0.77 0.95 1.02 1.12 1.20
1990 1.31 1.26 1.16 1.06 0.96 0.85 0.73 0.74 0.94 0.99 1.10 1.22
1989 1.37 1.38 1.25 1.13 0.99 0.89 0.72 0.73 0.94 1.03 1.15 1.17
1988 1.38 1.30 1.21 1.10 0.99 0.83 0.72 0.73 0.91 1.02 1.11 1.15
1987 1.40 1.39 1.23 1.10 0.94 0.85 0.71 0.73 0.96 1.02 1.18 1.25
1986 1.35 1.31 1.21 1.09 1.05 0.84 0.73 0.75 0.96 1.04 1.17 1.22
1985 1.31 1.26 1.17 1.07 0.96 0.92 0.84 0.83 0.97 0.97 1.14 1.16
1984 1.55 1.36 1.46 1.12 1.03 0.85 0.73 0.73 0.94 1.07 1.14 1.24
1983 1.53 1.51 1.30 1.15 0.98 0.82 0.65 0.66 0.87 1.07 1.23 1.30
Source: Massachusetts Highway Department / Mass DOT
*2011 is the last year that MassDOT has supplied monthly adjustment factors
Institute of Transportation Engineers (ITE); 11th Edition
Land Use Code (LUC) 220 - Multifamily Housing (Low-Rise)2-3 Floors
General Urban/Suburban - Not Close to Rail Transit
Average Vehicle Trips Ends vs: Dwelling Units
Independent Variable (X): 26 Units
AVERAGE WEEKDAY DAILY (33-494 Units)Weekday Daily Average Rate
T = 6.41 * (X) + 75.31 T = 6.74 * (X)
T = 241.97 T = 175.24
T = 240 vehicle trips T = 180 vehicle trips
with 50% ( 120 vpd) entering and 50% ( 120 vpd) exiting. with 90 vpd entering and 90 vpd exiting.
WEEKDAY AM PEAK HOUR OF ADJACENT STREET TRAFFIC (12-1103 Units)Weekday AM Peak Hour Average Rate
T = 0.31 * (X) + 22.85 T = 0.40 * (X)
T = 30.91 T = 10.40
T = 31 vehicle trips T = 10 vehicle trips
with 24% ( 7 vpd) entering and 76% ( 24 vpd) exiting. with 2 vph entering and 8 vph exiting.
WEEKDAY PM P EAK HOUR OF ADJACENT STREET TRAFFIC (12-1103 Units)Weekday PM Peak Hour Average Rate
T = 0.43 * (X) + 20.55 T = 0.51 * (X)
T = 31.73 T = 13.26
T = 32 vehicle trips T = 13 vehicle trips
with 63% ( 20 vpd) entering and 37% ( 12 vpd) exiting. with 8 vph entering and 5 vph exiting.
SATURDAY DAILY (Caution: Only 1 study at 282 Units)
T = 4.55 * (X)
T = 118.30
T = 120 vehicle trips
with 50% ( 60 vpd) entering and 50% ( 60 vpd) exiting.
SATURDAY MIDDAY PEAK HOUR OF GENERATOR (Caution: Only 1 study at 282 Units)
T = 0.41 * (X)
T = 10.66
T = 11 vehicle trips
with 50% ( 6 vph) entering and 50% ( 5 vph) exiting.
Chappell Engineering Associates 220-Units-Multifamily Low-Rise
Institute of Transportation Engineers (ITE); 11th Edition
Land Use Code (LUC) 822 - Strip Retail Plaza (less than 40,000 sf)
Average Vehicle Trips Ends vs: 1,000 Sq. Feet Gross Leasable Area
Independent Variable (X): 3.600 ksf
AVERAGE WEEKDAY DAILY WEEKDAY DAILY - Average Rate
T = 42.20 * (X) + 229.68 T = 54.45 * (X)
T = 381.600 T =
T = 380 vehicle trips T = 200 vehicle trips
with 50% ( 190 vpd) entering and 50% ( 190 vpd) exiting. with 100 vph entering and 100 vph exiting.
WEEKDAY AM PEAK HOUR OF ADJACENT STREET TRAFFIC WEEKDAY AM PEAK HOUR - Average Rate
Ln T = 0.66 Ln (X) + 1.84 T = 2.36 * (X)
Ln T = 2.685 T =
T = 14.66 T = 9 vehicle trips
T = 15 vehicle trips with 5 vph entering and 4 vph exiting.
with 60% ( 9 vph) entering and 40% ( 6 vph) exiting.
WEEKDAY PM P EAK HOUR OF ADJACENT STREET TRAFFIC WEEKDAY PM P EAK HOUR - Average Rate
Ln T = 0.71 Ln (X) + 2.72 T = 6.59 * (X)
Ln T = 3.629 T =
T = 37.68 T = 24 vehicle trips
T = 38 vehicle trips with 12 vph entering and 12 vph exiting.
with 50% ( 19 vph) entering and 50% ( 19 vph) exiting.
SATURDAY MIDDAY PEAK HOUR OF GENERATOR
T = 6.57 * (X)
T = 23.65
T = 24 vehicle trips
with 51% ( 12 vph) entering and 49% ( 12 vph) exiting.
196.02
8.50
23.72
Chappell Engineering Associates 822-SF-Strip Retail Plaza
Yarmouth town Yarmouth town 4,00339% 39% 40% 60% 0% 16% 24%Yarmouth town Barnstable Town 2,82128% 28% 100% 0% 0% 28%Yarmouth town Dennis town 7948% 8% 100% 0% 8% 0%Yarmouth town Falmouth town 4374% 4% 50% 50% 0% 2% 2%Yarmouth town Harwich town 3263% 3% 100% 0% 3% 0%Yarmouth town Sandwich town 3003% 3% 60% 40% 0% 2% 1%Yarmouth town Bourne town 2462% 2% 60% 40% 0% 1% 1%Yarmouth town Orleans town 2452% 2% 100% 0% 2% 0%Yarmouth town Boston city 2132% 2% 100% 0% 0% 2%Yarmouth town Chatham town 2052% 2% 100% 0% 2% 0%Yarmouth town Brewster town 1842% 2% 100% 0% 2% 0%Yarmouth town Plymouth town 1461% 1% 100% 0% 0% 1%Yarmouth town Mashpee town 1031% 1% 50% 50% 0% 1% 1%Yarmouth town Scituate town 741% 1% 100% 0% 0% 1%Yarmouth town Waltham city 691% 1% 100% 0% 0% 1%10,166 0.0% 38.9% 61.1%40% 60%To/From the West on Route 28WORKPLACERESIDENCEWorkers in Commuting FlowTo/From the South on Pine To/From the East on Route 28To/From the West on Route 28To/From the South on Pine To/From the East on Route 28