Planning & Zoning Commission (linked)

Hesketh FA,
F. A. Hesketh
& Associates, Inc.
Civil & Traffic Engineers * Surveyors « Planners * Landscape Architects
February 20, 2024
Best Brokers
49 Twin Lakes Drive
Waterford, CT 06385
Attn: Mr. Daniel DelGrosso
RE: _ Traffic Impact Report
Roberts Village Housing
430 Mohegan Ave Parkway (Route 32)
Waterford, CT
Our File: 23186
Dear Mr. DelGrosso:
Pursuant to your request our office has prepared this traffic impact report outlining the potential
traffic impact of a proposed 24 unit residential development known as Roberts Village on
property located at 430 Mohegan Ave Parkway, CT Route 32, in the Town of Waterford, CT.
The site proposed for development is shown in Figure 1. This letter presents our findings.
Proposed Development
The property proposed for development has frontage to Route 32 on the east as well as
frontage to the cul-de-sac of Roberts Court. The proposed development is depicted on site
plans prepared by Indigo Design, LLC. The plan depicts an extension of Roberts Court into the
property with a loop roadway that turns to the north and returns to itself. A total of 24 units are
proposed in 20 buildings located on the outside and the inside of the loop roadway. A total of
62 parking spaces are proposed. No access is proposed to Route 32.
Description of Area
Route 32 is a state-maintained roadway that originates at Route 82 in Norwich and extends in a
southerly direction, along the Thames River, past the subject site to its terminus in downtown
New London. Route 32 provides access to Route 2A and I-395 north of the site, and I-95 south
of the site. Across the site frontage Route 32 carries two travel lanes and wide shoulders in
each direction separated by a Jersey Barrier. The roadway is posted at 45 miles per hour in
3 Creamery Brook « East Granby, CT 06026 Tel 860.653.8000 * Fax 860.844.8600
www.fahesketh.com

Mr. Daniel DelGrosso
February 20, 2024
Page 2
each direction. Near the site, traffic signals are provided at Fitzgerald Avenue, north of the site,
and Benham Avenue, south of the site. Land use along Route 32, within Waterford is mainly
single family residential.
Roberts Court is a town-maintained roadway that originates at Senkow Drive and extends 300
feet to its terminus in a cul-de-sac at the subject property line. The roadway provides 30 feet of
pavement with a single lane in each direction. The roadway is unmarked and has no posted
speed limit. The roadway serves 7 single family residences.
Senkow Drive is a town-maintained roadway that originates at Route 32 and extends ina
westerly direction, a distance of approximately 800 feet, to its terminus at Old Norwich Road.
The roadway provides 32 feet of pavement with a single lane in each direction, separated by a
painted double yellow centerline. The roadway is posted at 25 miles per hour. Land use along
the roadway is single family residential. The Senkow Road approaches to Route 32 and Old
Norwich Road each operate under stop sign control.
Old Norwich Road originates at a signalized intersection with Route 32 and extends in a
southerly direction through Quaker Hill, past Senkow Drive and then continuing south into the
City of New London where the roadway takes on the name of Willams Street. The roadway
continues past Connecticut College and then interchanging with Route 32 and I-95. Old
Norwich Road provides a width varying from 26 to 35 feet with a single travel jane in each
direction, separated by a painted double yellow centerline. The roadway is posted at 30 miles
per hour.
Background Traffic
The Connecticut DOT maintains a traffic volume count program on all state highways and
some local roadways. Included in the database are counts on Route 32 south of Benham
Road and on Old Norwich Road at the New London Townline. The most recent counts
were conducted during March and April 2023. The count on Route 32 indicates an
average daily traffic volume (ADT) of 25,300 vehicles with peak hour volumes of 2,060
vehicles during the morning peak hour (7:00 a.m.) and 2,001 vehicles during the afternoon
peak hour (5:00 p.m.). The count on Old Norwich Road indicates an average daily traffic

Mr. Daniel DelGrosso
February 20, 2024
Page 3
volume (ADT) of 3,200 vehicles with peak hour volumes of 242 vehicles during the
morning peak hour (8:00 a.m.) and 332 vehicles during the afternoon peak hour (4:00
p.m.). The ConnDOT counts are presented in Tables 1 and 2.
Our office arranged for the installation of an automated traffic volume counter on Senkow
Drive west of Robers Court during July 2022. The count indicates that Senkow Drive
carries a weekday ADT of 181 vehicles, with peak hour volumes of 15 vehicles during the
morning peak hour (8:00 a.m.) and 18 vehicles during the afternoon peak hour (3:00 p.m.).
This count is presented in Table 3.
In addition to the automated counts described above, manual turning movement counts
were conducted at the intersections of Route 32 with Fitzgerald Avenue, Roue 32 with
Benham Avenue, Route 32 at Senkow Drive and Old Norwich Road at Senkow Drive
during the morning and afternoon peak commuter periods. These counts were conducted
during October 2023. Figure 2 presents the observed traffic volumes. Figures 3
represents the 2022 existing traffic volumes for the peak entering and exiting church hours,
within the study area, balanced between count locations by holding the higher observed
volumes.
A review of recent ConnDOT counts, pre Covid, indicates that traffic volumes have
decreased slightly on both Route 32 and Oid Norwich Road between 2011 and 2023. To
be conservative, a 1% per year growth rate was applied to grow the traffic to a 2025
design year. The results are presented in Figure 4 as the 2025 background traffic volumes.
Site Generated Traffic
The Institute of Transportation Engineers (ITE) Trip Generation Report was consulted for the
purpose of estimating the trip generation of the proposed facility. Trip Generation presents trip
generation estimates for many land uses based on counts conducted at existing facilities
throughout the country. Included with the ITE database is Land Use Code (LUC) 210 — Single
Family Detached Housing. The data for this land use is presented in terms of the number of
units. Based on the ITE Data the proposed 24 unit development has a trip generation of 271
trips daily with a morning peak hour of 20 trips and an afternoon peak hour of 26 trios. The trip

Mr. Daniel DelGrosso
February 20, 2024
Page 4
generation is summarized in Table 4.
For the purposes of this analysis, we project a directional distribution of 50% to and from the
north and 50% to and from the south. Due to the center median on Route 32, traffic to the site
will either need to execute a u-turn at one of the signalized intersections north and south of
Senkow Drive, or to utilize Old Norwich Road to approach from the south or to depart to the
north. Figure 5 presents the anticipated directional distribution of the site generated traffic for
the full build development.
Figure 6 depicts the site generated traffic based on this distribution. By adding the site
generated traffic to the background traffic, the combined traffic volumes upon completion of the
development can be determined. These volumes represent the 2025 combined traffic volumes
as presented in Figure 7.
Capacity Analysis
Capacity analyses were conducted for the background and combined traffic volumes for both
the entering and exiting Sunday peak hours at each of seven intersections. The analysis was
conducted utilizing the intersection capacity analysis program called SYNCHRO. The analysis
results are shown in Table 5.
Route 32 at Fitzgerald Avenue - This is an existing, four-way signalized intersection with
Route 32 oriented in the north/south direction. Fitzgerald Avenue is oriented in the east/west
orientation. The northbound and southbound Route 32 approaches each provide a dedicated
left turn lane, one through lane and a shared through/right turn lane. The Fitzgerald Avenue
approaches each provide a single lane approach. The intersection is under signalized control
and operates with protected northbound and southbound advance left turns, followed by the
northbound and southbound through movements, followed by the eastbound and westbound
movements simultaneously.
Analysis indicates that the intersection operates at an overall LOS A during the Sunday entering
and exiting peak hours under the background traffic volume conditions. With the introduction of

Mr. Daniel DelGrosso
February 20, 2024
Page 5
the site generated traffic, the intersection will continue to operate at the same levels of service
as in the background conditions.
Route 32 at Benham Avenue - This is an existing, four-way signalized intersection with
Route 32 oriented in the north/south direction. Benham Avenue is oriented in the east/west
orientation. The northbound and southbound Route 32 approaches each provide a dedicated
left turn lane, one through lane and a shared through/right turn lane. The Benham Avenue
approaches each provide a single lane approach. The intersection is under signalized control
and operates with protected northbound and southbound advance left turns, followed by the
northbound and southbound through movemenis, followed by the eastbound and westbound
movements simultaneously.
Analysis indicates that the intersection operates at an overall LOS A during the Sunday entering
and exiting peak hours under the background traffic volume conditions. With the introduction of
the site generated traffic, the intersection will continue to operate at the same levels of service
as in the background conditions.
Route 32 at Senkow Drive - This is an existing unsignalized “T” intersection. Route 32 is
oriented in the north/south direction. Senkow Drive approaches from the west. There is a
Jersey barrier in the center of Route 32, so only the southbound lanes are accessible from
Senkow Drive. Route 32 provides a two lane approach with a single through lane and a shared
through/right tun lane. Roue 32 operates free. Senkow Drive provides a single lane approach,
operates under stop sign control, and is restricted to right turn movements only.
Analysis indicates that under the background traffic volumes the southbound Route 32
approach operates at a LOS A during peak hours. The Senkow Drive approach operates ata
LOS B during the Sunday peak hours. With the introduction of the site generated traffic, all
approaches will continue to operate at the same levels of service as in the background
conditions.
Old Norwich Road at Senkow Drive - This is an existing unsignalized “T” intersection. Old
Norwich Road is oriented in the north/south direction. Senkow Drive approaches from the east.

Mr. Daniel DelGrosso
February 20, 2024
Page 6
All approaches provide a single lane. The Senkow Drive approach operates under stop sign
control.
Analysis indicates that under the background traffic volumes the Old Norwich Road approaches
operate at a LOS A during peak hours. The Senkow Drive approach operates ata LOS A
during the Sunday peak hours. With the introduction of the site generated traffic, all approaches
will continue to operate at the same levels of service as under the background conditions.
Senkow Drive at Roberts Court - This is an existing unsignalized “T” intersection. Senkow
Drive is oriented in the east/west direction. Roberts Court approaches from the south. All
approaches provide a single lane. The Roberts Court approach operates under stop sign
control.
Analysis indicates under the background traffic volumes that the Senkow Drive approaches will
operate at a LOS A and the Roberts Court approach will operate at a LOS A during the Sunday
peak hours. With the introduction of the site generated traffic all approaches will continue to
operate at the same levels of service as under the background conditions.
Driveway Location and Design
The proposed site driveway is an extension of Roberts Court. The driveway as proposed will
provide 24 feet of pavement with a single 12 foot lane for entering traffic and a 12 foot lane for
exiting traffic, separated by a painted double yellow centerline. We recommend that the
driveway approach to the cul-de-sac be striped with a stop bar and stop sign for traffic control.
Since the site driveway is an extension of Roberts Court, there are no sight line restrictions.
Accident Data
The University of Connecticut Crash Data Repository gathers and compiles traffic accident data
for all state highways and some major local roadways. A list of accidents occurring in the area
from October 15, 2020 through October 1°, 2023 was reviewed. The data is presented by mile
marker and includes information such as date, time, roadway and weather conditions, collision
types, and other variables.

Mr. Daniel DelGrosso
February 20, 2024
Page 7
A 3-year accident history was compiled for Route 32 from a point 100 feet south of Benham
Avenue to a point 100 feet north of Fitzgerald Avenue and for the full length of Old Norwich
Road. No accidents were identified for either Senkow Drive or Roberts Court. A total of 31
accidents involving 59 vehicles occurred on Route 32 during the three year period reviewed.
Twelve accidents occurred at the intersection of Benham Avenue, six accidents at Senkow
Drive, and 13 accidents occurred at the intersection of Fitzgerald Avenue. 22 of the accidents
were rear end accidents, there was one angle accident, two sideswipe accidents, five accidents
involving fixed objects, and one involving a deer. 24 accidents were property damage only, five
involved a suspected minor injury, one involved a suspected serious injury, and one accident
was listed as a possible injury. There were no reported fatalities.
A total of eleven accidents involving 15 vehicles occurred on Old Norwich Road during the three
year period reviewed. There were two accidents recorded at the intersections of Benham Road,
one at Senkow Drive and no accidents at Fitzgerald Avenue. There were three rear. end
accidents, one sideswipe accident and the remaining seven accidents involving fixed objects.
Six of the accidents were property damage only, three involved a suspected minor injury, and
two accidents were listed as a possible injury. There were no reported fatalities.
Sate Approvals
The proposed development provides less than 100,000 s.f. of floor area and has fewer than 200
parking spaces. Therefore, the development does not fall under the jurisdiction of the Office of
the State Traffic Administration (OSTA). Since the development does not propose any access
to a State Highway, it is not necessary to obtain an Encroachment Permit from the Connecticut
Department of Transportation’s District II Office.
Conclusions
Based on the low volume of site generated traffic and the calculated levels of service as outlined
in this report, it is my professional opinion that the local roadway network has sufficient capacity
to accommodate the traffic volumes associated with the proposed development. The site
access is proposed to Roberts Court, a very low volume roadway. The site driveway is properly
designed to accommodate the anticipated peak hour volumes.

Mr. Daniel DelGrosso
February 20, 2024
Page 8
We appreciate the opportunity to provide this information to you. A representative from our firm
will be available to present testimony before local commissions if needed. If you require any
additional information, please do not hesitate to contact our office.
Scott FF , WE.
Manager of Transportation Engineering
cc: Mr. Joe Wren, Indigo Design, LLC
TA23186\Traffic.2023.11.01.docx

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TABLE 1
ConnDOT TRAFFIC VOLUMES
Route 32 south of Benham Avenue
Station No. 154
20-Mar-23 21-Mar-23 22-Mar-23 23-Mar-23
Monday Tuesday Wednesday Thursday
NB SB Total NB SB Total NB $B Total NB SB Total
12:00 120 115 235 114 83 197 138 92 230
1:00 39 40 79 53 44 97 54 37 91
2:00 29 39 68 64 43 107 33 47 80
3:00 50 69 119 49 74 123 41 72 113
4:00 84 270 354 82 259 341 88 265 353
5:00 168 928 1096 172 944 1116 164 953 1117
6:00 412 1283 1695 416 1267 1683 428 1243 1671
7:00 785 1275 2060 695 1042 1737 819 930 1749
8:00 717 986 1703 594 1069 1663 703 1103 1806
9:00 558 731 1289 575 807 1382 590 851 1441
10:00 535 679 1214 572 710 1282
11:00 645 651 1296 613 679 1292 625 724 1349
12:00 664 732 1396 683 765 1448 737 743 1480
1:00 756 759 1515 822 782 1604 825 806 1631
2:00 843 909 1752 818 996 1814 809 726 1535
3:00 835 906 1741 607 713 1320 794 935 1729
4:00 837 707 1544 1197 654 1851 640 706 1346
5:00 1048 854 1902 931 901 1832 1125 876 2001
6:00 722 556 1278 767 661 1428 711 613 1324
7:00 520 402 922 550 529 1079 601 436 1037
8:00 414 341 755 430 362 792 473 393 866
9:00 323 277 600 359 305 664 347 308 655
10:00 252 222 474 339 246 585 288 246 534
11:00 341 163 504 361 158 519 351 181 532
8200 7479 15679 11974 14166 26140 11712 14035 25747 3058 5593 8651
2023 ADT = 25,300 for station 151 in Waterford
T:\pf20139\DOTVOLS.Sta151.xis

TABLE 2
ConnDOT TRAFFIC VOLUMES
Old Norwich Road at New London Towl Line
Station No. 210
5-Apr-23 6-Apr-23
Wednesday Thursday
NB SB Total NB $B Total
12:00 13 5 18
1:00 3 6 9
2:00 2 0 2
3:00 2 1 3
4:00 2 18 20
5:00 10 37 47
6:00 21 99 120
7:00 39 159 198
8:00 71 171 242
9:00 72 105 177
10:00 72 90 162
11:00 91 110 201 89 105 194
12:00 88 86 174 88 105 193
1:00 96 90 186
2:00 147 108 255
3:00 201 125 326
4:00 199 133 332
5:00 144 119 263
6:00 97 65 162
7:00 75 43 118
8:00 60 35 95
9:00 52 19 71
10:00 20 12 32
11:00 15 8 23
1285 953 2238 484 901 1385
2023 ADT = 3,200 for station 210 in Waterford
T:\pfi20139\DOTVOLS.Sta210.xls

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Land Use Size
LUC: 210
Single Family Detached Housing
24 units
ADT
271
Table 4
Trip Generation Summary
Robert's Village Housing
430 Mohegan Ave Parkway (CT Route 32) - Waterford, CT
Enter
A.M. Peak Hour
Exit
15
Total
20
Enter
16
P.M. Peak Hour
Exit Total
10 26
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Time Period
LOS
Route 32 and Benham Ave
EB
WB
NB Left
Thru
Left
Thru
SB
Overall:
rPOoOPgaUNNgd
A
Route 32 and Fitzgerald Ave
Left
Thru
Left
Thru
Overall:
POPrPAN>Y
>
Route 32 and Senkow Drive
EB
SB Thru
Right
c
A
A
Old Norwich Rd & Senkow Drive
A
A
A
Senkow Drive & Roberts Court
EB
WB
NB
A
A
A
Table 5
Level of Service Summary
A.M. Peak Hour
Background Traffic
delay vic Queue] LOS
23.4 0.21 27 Cc
32.0 0.16 25 Cc
42.9 0.08 19 D
4.2 0.49 244 A
42.5 0.05 13 D
8.8 0.76 598 A
7.4 0.76 A
0.2 0.02 0 A
26.4 0.03 11 Cc
27.5 0.07 18 Cc
3.2 0.39 223 A
27.3 0.02 8 Cc
6.5 0.62 #579) A
5.4 0.62 A
20.8 0.05 4 Cc
0.0 0.79 0 A
0.0 0.39 0 A
9.3 0.01 1 A
0.0 006 O A
0.0 0.00 0 A
0.0 0.00 0 A
2.4 0.00 0 A
8.5 0.00 0 A
Robert's Village
Waterford, CT
Combined Traffic
delay vic Queue
23.4 0.21 27
32.0 0.16 25
43.1 0.10 21
44 0.49 253
43.2 0.10 23
8.9 0.76 608
7.6 0.76
0.3 40.04 O
26.4 0.03 14
25.6 0.07 19
3.3 0.40 224
27.3 0.02 8
7.4 0.90 #612
5.9 0.62
21.7 0.10 8
0.0 0.79 O
0.0 0.40 O
9.2 0.02 2
0.0 0.06 0
0.0 0.00 0
0.0 0.01 0
5.2. 0.00 0
86 0.03 2
LOS
> PUPrOINO
> FPOYFANANO
PPro
>>>
P.M. Peak Hour
Background Traffic
delay vic Queue
30.4 024 37
34.8 0.10 22
43.5 013 28
6.8 0.67 570
42.9 0.07 19
5.0 0.53 365
6.5 0.67
246 0.08 21
23.7 0.10 22
28.2 0.17 32
7.7 0.64 #552
27.0 0.01 6
7.9 0.54 351
8.1 0.64
17.0 0.02 2
0.0 0.66 0
0.0 0.33 0
10.7 0.01 4
0.0 0.16 0
0.2 0.00 0
0.0 0.00 0
4.8 0.00 0
8.4 0.00 0
TAPROJECT\2023A-aka2023\23193 - Waterford Housing\lossum.2023.11.08.xls
LOS
> PUPUNO
PrP PPro > BOFrOOO
>> >
Combined Traffic
delay vic
30.4 0.24
34.8 0.10
44.8 0.23
9.1 0.69
43.9 0.15
8.0 0.57
93 0.69
248 0.11
23.4 0.10
25.1 0.18
7.9 0.64
27.0 0.01
11.0 0.56
96 0.64
17.6 0.05
0.0 0.66
0.0 0.34
10.4 0.02
0.0 0.16
0.3 0.00
0.0 0.01
6.9 0.01
8.6 0.02
Queue
OoOn ooh
=

APPENDIX

ConnDOT Traffic Counts

Status: OK North | Combined South |
Class Speed |
WATF-210 - South
[203]-Old Norwich Rd - 2.26 mi
TOWN. eee ce ee ee eee ee eee Waterford O5-Apr
Station... cee eee eee eee ees 210 Wed
Location... .....eeeee 41.383933,-72.109598 12?O0am
2015-Major Collector 5........ 2015-Urban 01:00am
Start Report.......... 05-Apr-2023 11:00AM 02:00am
End Report..........0- 06-Apr-2023 01:00pm 03? 00am
ble: 04:00am
24-Hour Count... 1644 * G4(0.99) = 1627.6 09?00am
UnRounded AADT........ 1627.6 / 1 = 1627, 6 26? 00am
OK 2023 Wed 05-Apr -this report-...3200 0/#00am
OK 2020 Mon O6-Apr vse... sees eee eee 2100 08:00am
OK 2017 Thu 26-Jan ...........e 00. aoo9 09? 00am
OK 2011 Mon 12-Dec ............ eee. 4900 +0+00am x
OK 2008 Wed 16-Jul ....... eee eae. 4309 11:00am 110
Dataset Details......... ce eee eee eee yj 14+00pm 86
01:00pm 90
02:00pm 108
03:00pm 125
04:00pm 133
05:00pm 119
06:00pm 65
07:00pm 43
08:00pm 35
09:00pm 19
10:00pm 12
11:00pm 8
Totals 953
O6-Apr
Thu
5
6
0
1
18
37
99
159
171
105
90
105
105
901
at New London TL

status: ok [North | [Combined | [ South] [Class | | Speed |
WATE-210 - North [203]-Old Norwich Rad - 2.26 mi at New London TL
O5-Apr O6-Apr
Station... cc eee ee ees 210 Wed Thu
Location........eee. 41,383933,-72.109588 12:00am 13
2015-Major Collector 5........ 2015-Urban 047 00am . 3
Start Report.......... 05-Apr-2023 11:00am 02? 00am 2
End Report........008. 06-Apr-2023 01:00PM 03:00am 2
le .. 04:00am 2
24-Hour Count... 1592 * G4(0.99) = 1576.1 05:00am 10
UnRounded AADT........ 1576.1 / 1 = 1576.1 06:00am 21
OK 2023 Wed 05-Apr -this report-...3200 0/+00am 39
OK 2020 Mon O6-Apr ves ee cece ee eeee 2109 08:00am 71
OK 2017 Thu 26-Jan ..... ee ee eee eee aggo 09? 00am 72
OK 2011 Mon 12-Dec ws... sees eee eee. 4990 10:00am x 72
OK 2008 Wed 16-dul ... ee. eee eee ee. 4309 7*1#00am 91 89
Dataset Details... ... cece eee eee eee eens , 24:00pm 88 88
01:00pm 96 x
02:00pm 147
03:00pm 201
04:00pm 199
05:00pm 144
06:00pm 97
07:00pm 75
08:00pm 60
09:00pm 52
10:00pm 20
11:00pm 15
Totals 1285 484

status: ok [North] [Combined] | South] {Class | | Speed |
WATE-151 - North Route 32 - 1.94 mi South of Benham Avenue
20-Mar 21-Mar 22-Mar 23-Mar
Station... ec ce ee ee eee ee eee ee ee ees 151 Mon Tue Wed Thu
Location... ....ee cee ee eee 41.384948,-72.105731 12:00am 120 114 138
Posted Speed Limit................000000. 45 MPH 01:00am 39 93 4
2015-Principal Arterial - Other 3...2015-Urban 02:00am 29 64 33
Start Report.........eee eee 20-Mar-2023 11:00am 03? 00am 20 49 al
End Report.....es.eeeeeeeees 23-Mar-2023 10:00am 04:00am 84 82 88
; . . . 05:00am 168 172 164
24-Hour Count........ 11697 * G4(0.98) = 11463.1 06?00am al2 416 428
Day leveccccceeucees 411974 * G4(0.98) = 23197,6 07:00am 785 695 819
Day 2ecceeecceeceece 411712 * G4(0.98) = 34675,3 08:00am ny 594 703
UnRounded AADT........000- 34675.3 / 3 = 11558,.4 097 00am 298 S75 990
OK 2023 Mon 20-Mar -this report-........ 25300 10:00am x 935 S72 x
OK 2020 Mon O6-Apr ....eeeeeeecceeeeeees 16100 14:00am 645 613 625
OK 2011 Wed O7-Dec oe et eeeececcceeeeeees 29400 14:00pm 664 683 737
Dataset Detalls.... ene 2 01:00pm 156 822 825
02:00pm 843 818 809
03:00pm 835 607 794
04:00pm 837 1197 640
05:00pm 1048 931 1125
06:00pm 722 767 714
07:00pm 520 550 601
08:00pm 414 430 473
09:00pm 323 359 347
10:00pm 252 339 288
11:00pm 341 361 351
Totals 8200 11974 11712 3058

Status: OK [ North | | Combined | [ South | [ Class | [ Speed |
WATF-151 - Combined - n/s Route 32 - 1.94 mi South of Benham Avenue
20-Mar 21-Mar 22-Mar 23-Mar
Statlon. .. cece eee ee ee eee 151 Mon Tue Wed Thu
Location... ..eeceee eee eeee 41.384948,-72.105731 +2? 00am 235 197 230
Posted Speed Limit... ... cc cece ee ence eens 45 mpH 01:00am 79 o7 91
2015-Principal Arterial - Other 3...2015-Urban 02:00am 68 107 80
Start Report.......e eee eee 20-Mar-2023 11:00am 077 00am 119 123 113
End Report....ceseeeeeeueeee 23-Mar-2023 10:00am 04:00am 394 341 353
ne epee "05:00am 1096 1116 1117
24-Hour Count........ 25591 * G4(0.98) = 25079.2 067 00am 1695 1683 lov
Day leveseescececeee #26140 * G4(0.98) = 50696,4 07? 00am 2060 1737 bras
Day 2ecseveeeeceeees #25747 * G4(0.98) = 75928,4 08?00am 1703 1663 1806
UnRounded AADT........005. 75928.4 / 3 = 25309,5 09?00am 1289 1382 1441
OK 2023 Mon 20-Mar -this report-........ 25300 10:00am x lel4 1282 x
OK 2020 Mon O6-Apr vi. ee eee eee eee eee eee 16100 11:00am = 1296 1292 1349
OK 2011 Wed O7-Dec vee ee eee eee eee ees 29400 12:00pm = 1396 1448 1480
Dataset Details... .. . cc eee eee 2 01:00pm 1515 1604 1631
02:00pm 1752 1814 1535
03:00pm 1741 1320 1729
04:00pm 1544 1851 1346
05:00pm 1902 1832 2001
06:00pm 1278 1428 1324
07:00pm 922 1079 1037
08:00pm 755 792 866
09:00pm 600 664 655
10:00pm 474 585 534
11:00pm 504 519 532
Totals 15679 26140 25747 8651

Status: OK | North Combined South | | Class Speed |
WATE-151 - South Route 32 - 1.94 mi South of Benham Avenue
20-Mar 21-Mar 22-Mar 23-Mar
SCAtLon. ce ccc cc ee ee eee eee 151 Mon Tue Wed Thu
LOCAtion...csseeeceeeeeees 41.384948,-72.105731 12:00am 115 83 92
Posted Speed Limit... ............000 20000. 45 MPH 01:00am 40 44 37
2015-Principal Arterial - Other 3...2015-Urban 07:00am 39 43 a7
Start Report.............0.. 20-Mar-2023 11:00AM 03:00am 69 74 72
End Report....-seecceeeeaees 23-Mar-2023 10:00am 04:90am 270 299 265
eee 05:00am 928 944 953
24-Hour Count........ 13894 * G4(0.98) = 13616.1 06+00am 1283 1267 1243
Day lisescceeeeeneee 414166 * G4(0.98) = 27498,g 97:00am 1275 1042 930
Day 2.ccececceeceves 414035 * G4(0.98) = 41253.1 08:00am 986 1069 1103
UnRounded AADT............ 41253.1 / 3 = 13751.9 07? 00am 731 807 B51
OK 2023 Mon 20-Mar -this report-........ 25300 10:00am x 679 710 x
OK 2020 Mon O6-Apr vee. esse eee cece ee eeee 161090 11:00am 651 679 124
OK 2011 Wed 07-Dec we... eee eee e eee 29409 12:00pm 132 76S 743
Dataset DetailS...... ee ee ee 2 01:00pm 799 182 806
02:00pm 909 996 726
03:00pm 906 713 935
04:00pm 707 654 7106
05:00pm B54 901 876
06:00pm 556 661 613
07:00pm 402 529 436
08:00pm 341 362 393
09:00pm 277 305 308
10:00pm 222 246 246
11:00pm 163 158 181
Totals 7479 14166 14035 5593

Status: OK North | [ Combined | | South |
| Class | | Speed
WATF-210 - Combined -n/s
TOWN. cee ee ee ene Waterford
STAtLOn. . ee ee eee ee ee eee 210
Location...........6. 41.383933,-72.109588
2015-Major Collector 5........ 2015-Urban
Start Report.......... 05-Apr-2023 11:00AM
End Report............ 06-Apr-2023 01:00PM
24-Hour Count... 3236 * G4(0.99) = 3203.6
UnRounded AADT........ 3203.6 / 1 = 3203.6
OK 2023 Wed O05-Apr -this report-...3200
OK 2020 Mon O6-Apr ..... se. ee eee eee 2100
OK 2017 Thu 26-Jan wo. ee ce eee wee 4000
OK 2011 Mon 12-Dec .............44. 4000
OK 2008 Wed 16-Jul ............000. 4300
Dataset Details... ... . cee ee eee eee 1
[203]-Old Norwich Rd - 2.26 mi
O5-Apr O6-Apr
Wed Thu
12:00am 18
01:00am 9
02:00am 2
03:00am 3
04:00am 20
05:00am 47
06:00am 120
07:00am 198
08:00am 242
09:00am 177
10:00am x 162
11:00am 201 194
12:00pm 174 193
01:00pm 186 x
02:00pm 255
03:00pm 326
04:00pm 332
05:00pm 263
06:00pm 162
07:00pm 118
08:00pm 95
09:00pm 71
10:00pm 32
11:00pm 23
Totals 2238 1385
at New London TL

Manual Turning Movement Counts

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
Old Norwich Road at Senkow Drive File Name : 24858
Waterford, Connecticut Site Code : 24858
Start Date : 10/26/2023
Page No :1
Groups Printed- Lights - Trucks - Buses
Old Norwich Road Senkow Drive Old Norwich Road
From North From East From South From West
Start Time [| Right | Thru Left Peds Apptout_| Right | Thru | Left | Peds | App Toat_| Right Thru Left | Peds | App. Towt_| Right | Thru | Left | Peds App Toral_| Int. Total
07:00 AM 0 32 1 0 33 0 0 0 1 1 0 9 0 0 9 0 0 0 0 0 43
07:15 AM 0 55 0 0 55 0 0 0 0 0 0 11 0 10 21 0 0 0 0 0 76
07:30 AM 0 50 2 0 52 0 0 0 I 1 0 9 0 0 9 0 0 0 0 0 62
07:45 AM 0 61 0 0 61 1 0 0 0 1 0 12 0 0 12 0 0 0 0 0 74
Total 0 198 3 0 201 I 0 0 2 3 0 4} 0 10 SI 0 0 0 0 0 255
08:00 AM 0 36 0 0 36 1 0 0 8 9 1 19 0 0 20 0 0 0 0 0 65
08:15 AM 0 48 0 0 48 4 0 2 1 7 0 14 0 0 14 0 0 0 0 0 69
08:30 AM 0 46 0 0 46 ] 0 ] 3 5 1 20 0 0 21 0 0 0 0 0 72
08:45 AM 0 43 3 0 46 i 0 0 2 3 0 17 0 0 17 0 0 0 0 0 66
Total 0 173 3 0 176 7 0 3 14 24 2 70 0 0 72 0 0 0 0 0} 272
Grand Total 0 371 6 0 377 8 0 3 16 27 2 tii 0 10 123 0 0 0 0 0 527
Apprch % 0 98.4 1.6 0 29.6 0 lid 59.3 16 90.2 0 8.1 0 0 0 0
Total % 0 70.4 Ld 0 715 1.5 0 0.6 3 5.1 04 211 0 19 23.3 0 0 0 0 0
Lights 0 360 6 0 366 6 0 3 15 24 1 102 0 10 113 0 0 0 0 0 503
% Lights 0 97-100 0 97.1 75 0.100 93.8 88.9 50. 91.9 0 100 91.9 0 0 0 0 0 95.4
Trucks 0 2 0 0 2 0 0 0 1 I 0 3 0 0 3 0 0 0 0 0 6
% Trucks 0 0.5 0 0 0.5 0 0 0 6.2 37 0 27 0 0 24 0 0 0 0 0 Ll
Buses 0 9 0 0 9 2 0 0 0 2 1 6 0 0 7 0 0 0 0 0 18
% Buses 0 24 0 0 24 25 0 0 0 74 50 «65.4 0 0 5.7 0 0 0 0 0 3.4

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24858
Site Code : 24858
Start Date : 10/26/2023
Page No :2
Old Norwich Road Senkow Drive Old Norwich Road
From North From East From South From West
Sant Right | Thru | Left | Peds | app roa | Right | Thru | Left | Peds | spp.tom | Right | Thru | Left | Peds | appro | Right | Thru | Left | Peds { app.towt | Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak | of 1
Peak Hour for Entire Intersection Begins at 07:45 AM
07:45 AM 0 61 0 0 61 1 0 0 0 1 0 12 0 0 12 0 0 0 0 0 74
08:00 AM 0 36 0 0 36 1 0 0 8 9 1 19 0 0 20 0 0 0 0 0 65
08:15 AM 0 48 0 0 48 4 0 2 1 7 Oo 14 0 0 14 0 0 0 0 0 69
08:30 AM 0 46 0 0 46 i 0 1 3 5 120 0 0 21 0 0 0 0 0 72
Total Volume 0 191 0 0 191 7 0 3 12 22 2 65 0 0 67 0 0 0 0 0 280
% App. Total 0. 100 0 0 31.8 0 13.6 54.5 3 97 0 0 0 0 0 0
PHF {| 000.783.000.000 783 | 438 .000. 375.375 611 | 500.813.000.000 .798 | .000 .000 .000 000 000 946
Old Norwich Road
Out In —_ Total
[72] [“1i91) [263
(a
[ol igi] ol
Right Thru Left Peds
e
Peak Hour Data
B o ce ~/ * x) |
Bp gt | te .
ce North ao | EE! @
= 2 ®
a | o> ez - 3
c flo 7 3
~ lo Peak Hour Begins at 07:45 A mm PhP =
ee ee a D | NID
3 ev Lights $F) 5 §
| SS Trucks ry a4
ll 98 Buses | | JE
— o foam iS |
oo Dino
4 Top
Left_ Thru Right Peds
Oo. 68) ot
a oe i
L194] (67) [_261)
Out In Total
Oid Norwich Road

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24858
Site Code : 24858
Start Date : 10/26/2023
PageNo :3
Old Norwich Road Senkow Drive Old Norwich Road
From North From East From South From West
ear Right | Thru | Left | Peds } app.toa | Right | Thru | Left | Peds | app.toa | Right | Thru | Left | Peds | appro | Right | Thru | Left | Peds ] app. tow | int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
67:15 AM 08:00 AM 08:00 AM 07:00 AM
+0 mins. 0 55 0 0 55 I 0 0 8 9 l 19 0 0 20 0 0 0 0 0
+15 mins. 0 50 2 0 52 4 0 2 1 7 0 14 0 0 14 0 0 0 0 0
+30 mins. 0 61 0 0 61 1 0 1 3 5 1 20 0 0 21 0 0 0 0 0
+45 mins. 0 36 0 0 36 | 0 0 2 3 0 17 0 0 17 0 0 0 0 0
Total Volume 0 202 2 0 204 7 0 3 14 24 2 70 0 0 72 0 0 0 0 0
%App.Total | O 99 i 0 29.2 0 12.5 58.3 2.8 97.2 0 0 0 0 0 0
PHF | 000.828 250.000 836 | .438 .000 375.438 .667 | 500.875 .000 000 857 | .000 .000 .000 000 .000
Olid Norwich Road
In - Peak Hour: 07:15 AM
Lol 202, a]
Right Thru Left Peds
e
Peak Hour Data
= Jet * t2 os
< t > '
8 = aN a
~ oS North 4 | g @
ye => 3 pire
8 io Lights | he 2 z
x = Trucks ne [Blog
2 |_| xy Buses ¥ P| 3 F
1 ole 0 >
& | |s Q
a an =
6 7 Pp
_Left_ Thru Right__ Peds.
[ol 70,2 0
—_
72)
In - Peak Hour: 08:00 AM
Old Nonwich Road

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
Old Norwich Road at Senkow Drive File Name : 24859
Waterford, Connecticut Site Code : 24859
Start Date : 10/26/2023
Page No :1
Groups Printed- Lights - Trucks - Buses
Old Norwich Road Senkow Drive Old Norwich Road
From North From East From South From West
Start Time | Right Thru | Left | Peds | App. toat_| Right | Thru | Left | Peds _| App. Toat_| Right | Thru | Left | Peds | Ayp.Tom | Right Thru | Left Peds | App, Tot | Int, Total_|
03:30 PM 0 35 6 0 4] | 1 2 0 4 3 78 0 0 81 0 0 0 0 0 126
03:45 PM 0 21 0 0 21 0 0 ] 1 2 0 38 0 0 38 0 0 0 0 0 61
Total 0 56 6 0 62 1 1 3 1 6 3 116 0 0 119 0 0 0 0 0 187
04:00 PM 0 35 0 0 35 I 0 3 1 5 4 65 0 0 69 0 0 0 0 0 109
04:15 PM 0 40 2 0 42 I 0 | 7 9 0 6l 0 0 6l 0 0 0 0 0 112
04:30 PM 0 24 2 0 26 0 0 1 6 7 2 59 0 0 61 0 0 0 0 0 94
04:45 PM 0 45 0 0 45 1 0 0 7 8 i 61 0 0 62 0 0 0 0 0 115
Total 0 144 4 0 148 3 0 5 21 29 7 246 0 0 253 0 0 0 0 0 430
05:00 PM 0 30 0 0 30 0 0 0 6 6 1 45 0 0 46 0 0 0 1 1 83
05:15 PM 0 43 1 0 44 0 0 1 1 2 I 49 0 0 50 0 0 0 0 0 96
Grand Total 0 273 11 0 284 4 ] 9 29 43 12 456 0 0 468 0 0 0 1 ] 796
Apprch % 0 96.1 3.9 0 9.3 2.3 20.9 67.4 2.6 97.4 0 0 0 0 0 100
Total % 0 343 1.4 0 35.7 0.5 0.1 1.1 3.6 5.4 15 57.3 0 0 58.8 0 0 0 0.1 0.1
Lights 0 271 It 0 282 4 I 8 28 41 12 453 0 0 465 0 0 0 1 1 789
% Lights 0 99.3 100 0 99.3 | 100 100 88.9 96.6 95.3 | 100 99.3 0 0 99.4 0 0 0.100 100 99.1
Trucks 0 0 0 0 0 0 0 0 I 1 0 0 0 0 0 0 0 0 0 0 1
% Trucks 0 0 0 0 0 0 0 0. 34 2.3 0 0 0 0 0 0 0 0 0 0 0.1
Buses 0 2 0 0 2 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 6
% Buses 0 0.7 0 0 0.7 0 0 IL 0 2.3 0 07 0 0 0.6 0 0 0 0 0 0.8

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24859
Site Code : 24859
Start Date : 10/26/2023
Page No :2
Old Norwich Road Senkow Drive Old Norwich Road
From North From East From South From West 5
Sen Right | Thru | Left | Peds | ap tom | Right | Thru | Left | Peds | sp. tom | Right | Thru | Left | Peds | app.tom | Right | Thru | Left | Peds | app.toa | Int Total |
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak | of |
Peak Hour for Entire Intersection Begins at 04:00 PM
04:00 PM 0 35 0 0 35 1 0 3 1 5 4 65 0 0 69 0 0 0 0 0 109
04:15 PM 0 40 2 0 42 1 0 1 7 9 0 61 0 0 61 0 0 0 0 0 112
04:30 PM 0 24 2 0 26 0 0 1 6 7 2 59 0 0 61 0 0 0 0 0 94
04:45 PM 0. 45 0 0 45 1 0 0 7 8 1 61 0 0 62 0 0 0 0 0 115
Total Volume 0 144 4 0 148 3 0 5S 21 29 7 246 0 0 253 0 0 0 0 0 430
% App. Total 0. 97.3 2.7 0 10.3 0. 17.2. 72.4 2.8 97.2 0 0 0 0 0 0
PHF | 000.800.500.000 822 | 750.000 —.417_—.750 806 | .438 .946 000.000 917 | .000_ 000.000 __.000 000 | .935
Old Norwich Road
Out In Total
249) 148 397
(eee aera
Lol tag) al}
a Thru Left Peds
>
Peak Hour Data
ey ‘ok a al | os
g 5 TZ 4 | lo
F | [ | - | leo als
ce North al) | & @
c [0]
2 o> 2 r 3
role Peak Hour Begins at 04:00 P my) Phy Fe
tat tT 3] oO
2, . — tt
fol rw Lights + Foy 4 6
| Sl» Trucks | 14
o 3 Buses ef L ag
iJ & eN| PF
© foe
Left_ Thru Right Peds
Lo] 246, 7[ io
Jen _ __]
[149] (253) [402]
Out In Total
Old Nonwich Road

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24859
Site Code : 24859
Start Date : 10/26/2023
Page No :3
Old Norwich Road Senkow Drive Old Norwich Road
From North From East From South From West
Sear Right | Thru | Left App. toat | Right | Thru | Left | Peds | app.toa | Right | Thru | Left | Peds | app. tot Thru | Left | Peds | pp. tow
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak 1 of 1
Peak Hour for Each Approach Begins at:
94:00 PM. 04:15 PM 04:00 PM
+0 mins. 0 35 0 35 1 0 1 7 9 4 65 0 0 69 0 0 0 0
+15 mins. 0 40 2 42 0 0 1 6 7 0. 61 0 0 61 0 0 0 0
+30 mins. 0 24 2 26 1 0 0 7 8 2 59 0 0 61 0 0 0 0
+45 mins. 0. 45 0 45 0 0 0 6 6 1 61 0 0 62 0 0 l 1
Tota! Volume 0 144 4 148 2 0 2 26 30 7 246 0 0 253 0 0 1 1
% App. Total 0. 97.3 2.7 6.7 0 6.7 86.7 2.8 97.2 0 0 0 0 100
PHF | .000 800 500 _.00' 822 | .500 000.500 929 833 | .438 946 .000__.000 IT 000.000. .250 250
Old Norwich Road
In - Peak Hour: 04:00 PM
148
[ol]. 144] ay 0
Right Thru Left Peds
a L>
Peak Hour Data
z té 5
= North 7 | ®
to ol 4 a
c 3 TZ
3 - o°
2 Lights wis =
~ Trucks a Plo 9
S Buses + Bs
oO a .
é gi 8
wo
4 | op
Left Thru Right Peds
(of 246] 7 ol
l i
53
In - Peak Hour: 04:00 PM
Old Noowich Road

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
‘Route 32 at Fitzgerald Avenue File Name : 24860
Waterford, Connecticut Site Code : 24860
Start Date : 10/26/2023
Page No :1
Groups Printed- Lights - Trucks - Buses
Route 32 Fitzgerald Avenue Route 32 Fitzgerald Avenue
From North From East From South From West _ —
| Start Time | Right | Thru Left | Peds | App. Tot | Right Thru Left | Peds App. Tota | Right Thru | Left Peds | App. Tot | Right | Thru | Left Peds | App. Total_| Int. Total_|
07:00 AM 0 360 1 0 361 1 0 1 0 2 0 222 4 0 226 1 0 0 0 1 590
07:15 AM 2 495 1 0 498 0 0 0 0 291 4 0 295 0 0 1 0 1 794
07:30 AM 0 472 2 0 474 0 0 1 0 1 0 305 2 0 307 0 0 0 0 0} 782
07:45 AM 1 447 0 0. 448 0 0 1 0 1 0. 298 3 0 301 0 0 2 0 2 752
Total 3 1774 4 0 1781 1 0 3 0 4 O 1116 13 0 1129 1 0 3 0 4 | 2918
08:00 AM 1 406 0 0 407 0 0 3 0 3 0 286 2 0 288 3 0 0 0 3 701
08:15 AM 0 399 | 0 400 3 0 2 0 5 0 240 2 O 242 2 0 3 0 5 652
08:30 AM 0 331 0 0 331 3 0 0 0 3 0 262 1 0 263 2 0 0 0 2 599
08:45 AM L317 0 0. 318 0 0 0 0 0 1 236 0 0 237 1 ‘0 0 0 Il 556
Total 2 1453 1 0 1456 6 0 5 0 11 1 1024 5 0 1030 8 0 3 0 11 | 2508
Grand Total S$ 3227 5 0 3237 7 0 8 0 15 1 2140 18 0 2159 9 0 6 0 15 | 5426
Apprch % 0.2 99.7 0.2 0 46.7 0 53.3 0 0 99.1 0.8 0 60 0 40 0
Total % 0.1 59.5 0.1 0 59.7 0.1 0.0.1 0 0.3 0 39.4 0.3 0 39.8 0.2 0 Ol 0 0.3
Lights 5 3166 2098
% Lights | 100 98.1 100 0 98.1 | 85.7 0 100 0 93.3 | 100 98 100 0 98.1 | 66.7 0 100 0 80 98
Trucks 0 49 0 0 49 1 0 0 0 1 0 32 0 0 32 0 0 0 0 0 82
% Trucks 0 15 0 0 15 | 143 0 0 0 6.7 0 1.5 0 0 L.5 0 0 0 0 0 L.5
Buses 0 12 0 0 12 0 0 0 0 0 0 10 0 0 10 3 0 0 0 3 25
% Buses 0 604 0 0 0.4 0 0 0 0 0 0 05 0 0 0.5 | 33.3 0 0 0 20 0.5

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24860
Site Code : 24860
Start Date : 10/26/2023
Page No :2
Route 32 Fitzgerald Avenue Route 32 Fitzgerald Avenue
From North From East From South From West
Sart Right | Thru | Left | Peds | app. tom | Right | Thru |} Left | Peds | app.toa | Right | Thru | Left | Peds | spaaom | Right | Thru | Left | Peds | app. tout | Int. Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1
Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 2 495 1 0 498 0 0 0 0 0 0 291 4 Q 295 0 0 1 0 1 794
07:30 AM 0 472 2 0 474 0 0 1 0 | 0 305 2 0 307 0 0 0 0 0; 782
07:45 AM 1 447 0 0 448 0 0 1 0 1 0 298 3 0 301 0 0 2 0 2} 752
08:00 AM | 406 0 0 407 0 0 3 0 3 QO 286 2 QO —-288 3 0 0 0 3| 701
Total Volume 4 1820 3 0 1827 0 0 5 0 5 0 1180 11 0 1191 3 0 3 0 6 | 3029
% App. Total | 0.2 99.6 0.2 0 0 0 100 0 0. 99.1 0.9 0 50 0 50 0
PHF |.500 .919 375.000 917 | 000.000.417.000 417 | 000.967 688 000 970 | .250 .000 375.000 500 954
Route 32
Out In Total
1183) 1.1827 3010
[4] 1820/3)
vn Thru Left Peds
i >
v
Peak Hour Data
a 9 7
oO) i gt eur 2
on - Flo aes)
g IS North fp; @ g
2 «3 9
2 ol = ae > 5 ©
« Oo _ 2
3 le Peak Hour Begins at 07:15 A\ - Lp o
soc S ; Q ; e z
Re ey Lights aaa Ce moe
Fy 3" Ss , Trucks vl | figs
ro) Lis Buses ge) | a
t % o =
_ FE Fol
\ T op
Left_ Thru_ Right Peds
(_41it i180 of]
i H
i
[1828] [_ 1191) | 3019]
Out In Total
Route32.

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24860
Site Code : 24860
Start Date : 10/26/2023
Page No :3
: Fitzgerald Avenue Route 32 Fitzgerald Avenue
From East From South From West
San Right amtoa | Right | Thru | Left | Peds | app.toa | Right | Thru | Left App toa | Right | Thru | Left | Peds | app. tout | tnt, Total
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak | of 1
Peak Hour for Each Approach Begins at:
O7:15 AM 07:45 AM 07:15 AM 07:45 AM
+0 mins. 2 1 0 498 0 0 1 0 I 0 291 4 0 295 0 0 2 0 2
+15 mins. 0 2 0 474 0 0 3 0 3 0 305 2 0 307 3 0 0 0 3
+30 mins. 1 0 0 448 3 0 2 0 5 0 298 3 0 301 2 0 3 0 5
+45 mins. 1 0 0 407 3 0 0 0 3 0 286 2 0 288 2 0 0 0 2
Total Volume 4 3 0 1827 6 0 6 0 12 0 1180 11 0 1191 7 0 5 0 12
% App. Total 0.2 0 50 0 0 0 99.1 0.9 0 $8.3 0 41.7 0
PHF | 500.919 0 917 | 500.000 000 600 | .000 .967_ 688 000 970 | 583.000.417.000 600
Route 32
In - Peak Hour; 07:15 AM
1827
[41 1820, 3]
ai Thru Left Peds
Peak Hour Data
Ss = ft 42 =
zo tT ey 3
Zor) aq
22 North ~| | os
2 fa =— e—-F aa)
<5 e Slo za
2a _ Lights | A: 5
Sse = : Trucks TY IN
28 xy | Buses $3 o ag
me 3 | | 2
a Blo
~
4 r’
Left_ Thru Right Peds
ri 1180 0 | 0]
In - Peak Hour: 07:15 AM
Raute 32

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
Route 32 at Fitzgerald Avenue File Name : 24861
Waterford, Connecticut Site Code : 24861
Start Date : 10/26/2023
Page No :1
Groups Printed- Lights - Trucks - Buses
Route 32 Fitzgerald Avenue Route 32 Fitzgerald Avenue
From North From East From South From West
Start Time | Right | Thru Left Peds | App. Towt_| Right | Thru | Left Peds App. Toul | Right Thru Left Peds App. Towt_| Right | Thru | Left Peds | App. Tout _|_ Int. Totat
03:30 PM 0 275 0 0 275 0 0 0 0 0 1 430 14 0 445 2 0 3 0 5 725
03:45 PM 0. 339 0 0 339 1 6 1 0 8 0. 448 4 0 452 i 3 1 0 5 804
Total 0 614 0 0 614 1 6 1 0 8 1 878 18 0 897 3 3 4 0 10 | 1529
04:00 PM 1 364 0 0 365 1 0 1 1 3 0 454 8 0 462 0 0 1 0 ] 831
04:15 PM 2 381 ] 0 384 ] 2 0 0 3 2 449 9 0 460 0 2 1 0 3 850
04:30 PM 2 327 1 0 330 2 1 3 0 6 1 422 8 0 431 2 0 6 0 8 715
04:45 PM 0 306 1 0 307 0 0 i 0 ] 0 367 10 0 377 3 0 0 0 3 688
Total 5 1378 3 0 1386 4 3 5 1 13 3 1692 35 0 1730 5 2 8 0 15 | 3144
05:00 PM 0 352 1 0 353 0 0 1 0 1 0 496 5 0 501 3 0 0 0 3 858
03:15 PM 0 280 2 0 282 0 0 0 0 0 0 322 6 0 328 1 0 1 0 2 612
Grand Total 5 2624 6 0 2635 5 9 7 1 22 4 3388 64 0 3456 12 5 13 0 30 | 6143
Apprch % 0.2 99.6 0.2 0 22.7 40.9 31.8 45 0.1 98 19 0 40 16.7 43.3 0
Total % 0.1 42.7 0.1 0 42.9 0.1 0.1 0.1 0 0.4 0.1 55.2 I 0 56.3 0.2 0.1 0.2 0 0.5
Lights 5 2603 3368
% Lights | 100 99.2 100 0 99.2 | 100 100 {00 100 100 | 100 99.4 984 0 99.4 1} 91.7 100 100 0 96.7 99.3
Trucks 0 12 0 0 12 0 0 0 0 0 0 14 0 0 14 0 0 0 0 0 26
% Trucks 0.0.5 0 0 0.5 0 0 0 0 0 0. 04 0 0 0.4 0 0 0 0 0 0.4
Buses 0 9 0 0 9 0 0 0 0 0 0 6 1 0 7 1 0 0 0 i 17
% Buses 0 03 0 0 0.3 0 0 0 0 0 0 02 1.6 0 0.2 8.3 0 0 0 3.3 0.3

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24861
Site Code : 24861
Start Date : 10/26/2023
Page No :2
Route 32 Fitzgerald Avenue Route 32 Fitzgerald Avenue
From North From East From South From West
Ser Right | Thru | Left | Peds | app.o | Right | Thru | Left} Peds | aps tom | Right | Thru | Left | Peds | app. row | Right | Thru | Left} Peds | app. tom | Int Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak | of |
Peak Hour for Entire Intersection Begins at 03:45 PM
03:45 PM 0 339 0 0 339 I 6 1 0 8 0 448 4 0 452 1 3 1 0 5 804
04:00 PM 1 364 0 0 365 1 0 1 1 3 0 454 8 0 462 0 0 1 0 I 831
04:15 PM 2 381 i 0 384 1 2 0 0 3 2 449 9 0 460 0 2 I 0 3 850
04:30 PM 2 327 I 0 330 2 1 3 0 6 1 422 8 0. 431 2 0 6 0 8 775
Total Volume 5 1411 2 0 1418 5 9 5 1 20 3° 1773 29 0 1805 3 5 9 0 17 | 3260
% App. Total 0.4 99.5 0.1 0 25 45 25 5 0.2 98.2 L6 0 17.6 29.4 52.9 0
_ PHF | 625.926.500.000 923 |.625 375 417.250 625 | .375 .976 _.806 _.000 977 |.375 417 375.000 531 959
Route 32
Out In Total
1787 1418 3205
|
[Sl i4til atl
“en Thru Left Peds
Peak Hour Data
gee + +2).
2 | has North 4 ol
aa e—> «= 9
fot r , c 3
a | ae Peak Hour Begins at 03:45 PM - -o8
oO Demy . —O J =
R13 x + Lights +7 3
cst iS o Trucks [45
° 3 | Buses o og
a els or
4 ?
Left Thru Right Peds
[ 29e[ 1773, 3] oO
ri
[4419] (1805! [3224]
Out In Total
Route 32

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
File Name : 24861
Site Code : 24861
Start Date : 10/26/2023
Page No :3
—_ Route 32 Fitzgerald Avenue Route 32 Fitzgerald Avenue
From North From East From South From West
San Right | Thru | Left | Peds | app.toa | Right | Thru | Left | Peds | appro | Right | Thru | Left | Peds | app toa | Right | Thru | Left | Peds | app. tow | Int. Total
Peak Hour Analysis From 03:30 PM to 05:15 PM - Peak i of I
Peak Hour for Each Approach Begins at:
03:45 PM 63:45 PM 03:30 PM 03:45 PM
+0 mins. 0 339 0 0 339 1 6 1 0 8 1 430 14 0 445 1 3 I 0 5
+15 mins, 1 364 0 0 365 | 0 1 1 3 0 448 4 0 452 0 0 | 0 |
+30 mins. 2 381 ] 0 384 1 2 0 0 3 0 454 8 0 462 0 2 1 0 3
+45 mins. 2. 327 1 0 330 2 1 3 0 6 2 449 9 0460 2 0 6 0 8
Total Volume § 1411 2 0 1418 5 9 5 1 20 3 1781 35 0 1819 3 5 9 0 17
% App. Total 04 99.5 0.1 0 25 45 25 5 0.2 97.9 19 0 17.6 29.4 52.9 0
PHF | .625 926 500.000 923 | 625.375 417.250 -625 | 375.981.625.000 984 | 375.417 375.000 ol
Route 32
In - Peak Hour: 03:45 PM
1418
51 14111 2] 0]
an Thru Left Peds
>
Peak Hour Data
= | st ~ az) os
o 3 a | aaa ce
gn => ¢—z ~@
< a e © |o a 3
2 Qf ro Lights | ea
z se NR
Sz le Trucks o Si3z
ge w+ | Buses + F,, | es
fs — ra On
[ran oO i o
pony wl
iM
Left_ Thru Right Peds
35, 1781] 3] 0]
Tce _
| 1819
In - Peak Hour: 03:30 PM
Boute 32

Connecticut Counts LLC
Kensington, Connecticut 06037
(860) 828-1693
Route 32 at Senkow Drive File Name : 24862
Waterford, Connecticut Site Code : 24862
Start Date : 10/26/2023
PageNo_ :1
Groups Printed- Lights - Trucks - Buses
Route 32 Route 32 Senkow Drive
From North From East From South From West
Start Time | Right | Thru Left Peds App.Toat_| Right | Thru Left I Peds App. Tow | Right | Thra | Left | Peds App. Toat_ | Right Thru Left Peds | App. oral |_ lint. Total
07:00 AM 0 444 0 0 444 0 0 0 0 0 0 290 0 0 290 3 0 0 0 3 737
07:15 AM 0 446 0 0 446 0 0 0 0 0 0 325 0 0 325 0 0 0 0 0 771
07:30 AM 0 501 0 0 501 0 0 0 0 0 0 318 0 0 318 2 0 0 0 2 821
07:45 AM 0. 474 0 0 474 0 0 0 0 0 0 286 0 0 286 0 0 0 0 0 760
Total 0 1865 0 0 1865 0 0 0 0 0 0 1219 0 0 1219 5 0 0 0 5 | 3089
08:00 AM 0 386 0 0 386 0 0 0 0 0 0 271 0 0 271 0 0 0 0 0 657
08:15 AM 1 336 0 0 337 0 0 0 0 0 0 229 0 0 229 j 0 0 0 1 567
08:30 AM 2 439 0 0 441 0 0 0 0 0 0 270 0 0 270 2 0 0 0 2 713
08:45 AM 0. 383 0 0 383 0 0 0 0 0 0. 272 0 0 272 3 0 0 0 3 658
Total 3 1544 0 QO 1547 0 0 0 0 0 0 1042 0 0 1042 6 0 0 0 6 | 2595
Grand Total 3 3409 ) 0 3412 0 0 0 0 0 0 2261 0 0 2261 11 0 0 0 11 | 5684
Apprch % | 0.1 99.9 0 0 0 oOo oO 0 0 100 0 0 100 0 oO 06
Total % 0.1 60 0 0 60 0 0 0 0 0 0 39.8 0