Planning & Zoning Commission - 988 (11/12/2024)
agenda center attachment
| Board/Commission | Planning & Zoning Commission |
|---|---|
| Meeting Date | November 12, 2024 |
| Pages | 108 |
| File Size | 47.2 MB |
| OCR Status | Searchable (OCR processed) |
| Source URL | Original |
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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
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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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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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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