project description trip generation
TRANSCRIPT
Mr. Adam Fishel, P.E., CPESC June 4, 2021 Marathon Engineering 840 Hanshaw Road Suite #12 Ithaca, New York 14850 RE: Proposed KFC Restaurant, 2230 Elmwood Avenue, City of Buffalo, NY Trip Generation and Distribution Assessment Letter Dear Mr. Fishel:
The purpose of this technical letter is to provide a trip generation and distribution assessment related to the proposed KFC restaurant located at 2230 Elmwood Avenue in the City of Buffalo, NY for informational purposes and to understand the possible traffic impacts resulting from the proposed project. This letter details the projected trip generation estimates and discusses the thresholds for completing a Traffic Impact Study (TIS). All figures are included in the attachments. PROJECT DESCRIPTION The proposed project consists of developing a ±2,200 square foot (SF) KFC restaurant with a single-lane drive-thru. Access is provided onto Elmwood Avenue to the east and Blanche Place to the west. Cross access is also provided to the south (existing Wendy’s Restaurant). The concept site plan is included in the attachments. It is noted that the City of Buffalo desires no left turns from the proposed Elmwood Avenue driveway. Therefore, signage and pavement markings will be installed prohibiting left turns from the project site. Additionally, the Blanche Place access is proposed as exit-only. TRIP GENERATION Data contained in the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to project the volume of the traffic generated by the proposed project. Data published by the ITE is the nationally accepted standard for generating trips for new uses. Given the functional characteristics of the corridors and the land use proposed for the site, the peak hours selected for analysis are the weekday midday lunchtime (MD), weekday evening (PM), and Saturday midday lunchtime (SAT) peak periods. The combination of site traffic and adjacent street traffic produces the greatest demand during these peak periods. For certain types of developments, the total number of trips generated is different from the amount of new traffic added to the adjacent highway network by the generator. Service/retail-oriented developments (i.e., shopping centers, gas stations, coffee/donut shops, and restaurants) often locate adjacent to busy streets to attract the motorists already passing the site on the adjacent street. These sites attract a portion of their trips from traffic passing the site. The “pass-by” traffic refers to the amount of existing traffic already on the roadway adjacent to the site that, as it “passes by” the site, will enter the site driveways to patronize the project site. The quantifying of “pass-by” trips has the net result of reducing the volume of new traffic that is added to the site driveways and/or adjacent roadways.
3495 Winton Place Building E, Suite 110 Rochester, NY 14623
(585) 272-4660
www.srfa.net
Re: Proposed KFC Restaurant, 2230 Elmwood Avenue June 4, 2021 Trip Generation and Distribution Assessment City of Buffalo, NY
Page 2 of 3
This site is likely to exhibit some level of pass-by traffic. The ITE Trip Generation Handbook (3rd Edition) was used as a reference to determine pass-by rates. For fast-food restaurants with drive-thru windows, the ITE data reports a range of rates during the PM peak period from 25% to 71% with an average pass-by rate of 50%. No data is available for the Saturday peak period. Based on our local experience and to remain conservative, this study used a 20% pass-by rate during all peak periods. Table 1 shows the total site generated trips for the peak hours of study with the pass-by trip adjustment.
TABLE 1: SITE GENERATED TRIPS AND ADJUSTMENTS
DESCRIPTION ITE LUC SIZE
MIDDAY PEAK HOUR PM PEAK HOUR SAT PEAK HOUR ENTER EXIT ENTER EXIT ENTER EXIT
KFC Restaurant with Drive-Thru 934 ±2,200 SF 58 54 37 34 62 59 Pass-by Trips (20%) -12 -11 -7 -7 -12 -12 Total Primary (New) Vehicle Trips 46 43 30 27 50 47
Note: 1. ITE LUC = ITE Land Use Code.
Prior to including pass-by trip credits, the proposed KFC is expected to generate 58 entering/54 exiting vehicle trips during the MD peak hour, 37 entering/34 exiting vehicle trips during the PM peak hour, and 62 entering/59 exiting vehicle trips during the SAT peak hour. However, not all these driveway volumes are new, but instead a portion of the proposed volumes come from existing traffic on Elmwood Avenue. Thus, based upon ITE published pass-by trip rates and our professional judgement, the proposed project is expected to generate the following new vehicle trips: 46 entering/43 exiting vehicle trips during the MD peak hour, 30 entering/27 exiting vehicle trips during the PM peak hour, and 50 entering/47 exiting vehicle trips during the SAT peak hour. TRIP DISTRIBUTION The cumulative effect of site-generated traffic on the transportation network is dependent on the origins and destinations of that traffic and the location of the driveways serving the site. The proposed arrival/departure distribution of traffic generated by the proposed project is considered a function of several parameters, including:
• Commercial/employment and residential centers in the area using US Census Data (e.g., OnTheMap).
• Site access locations. • Hourly traffic patterns using most recent available Annual Average Daily Traffic (AADT) data
obtained from the New York State Department of Transportation (NYSDOT) along Elmwood Avenue.
• Turning movement counts using the most recent available data obtained from the Greater Buffalo-Niagara Regional Transportation Council (GBNRTC) at the intersections of Elmwood Avenue/Kenmore Avenue and Elmwood Avenue/Hinman Avenue.
• Existing traffic controls.
Figure 1 shows the anticipated trip distribution pattern percentages for the traffic from the proposed project. Figures 2-4 illustrates the peak hour site generated traffic based on those percentages for the project’s primary, pass-by, and total site generated trips, respectively. The roads anticipated to be used by the additional trips generated by the proposed project are listed in Table 2.
Re: Proposed KFC Restaurant, 2230 Elmwood Avenue June 4, 2021 Trip Generation and Distribution Assessment City of Buffalo, NY
Page 3 of 3
TABLE 2: EXISTING HIGHWAY SYSTEM
ROADWAY1 CLASS2 AGENCY3 SPEED LIMIT4
# OF TRAVEL LANES5
TRAVEL PATTERN/ DIRECTION
EST. AADT6 & SOURCE7
Elmwood Avenue 14 City 30 4 Two-way/ North-South
21,833 NYSDOT (2018)
Notes: 1. Route Name 2. State Functional Classification of Roadway: 14 = Urban Principal Arterial 3. Jurisdictional Agency of Roadway. 4. Posted or Statewide Limit in Miles per Hour (mph). 5. Excludes turning/auxiliary lanes developed at intersections. 6. Estimated AADT in Vehicles per Day (vpd). 7. AADT Source (Year).
THRESHOLDS FOR THE REQUIREMENT OF A TRAFFIC IMPACT STUDY Many reviewing agencies, including the NYSDOT and Erie County Department of Public Works (ECDPW), use a guideline in determining whether a project warrants the preparation of a Traffic Impact Study (TIS). The applicable guideline is that if a proposed project is projected to add 100 or more site generated vehicles per hour (vph) to an adjacent intersection during either peak study period, then that intersection should be studied for potential traffic impacts. Based upon the ITE trip generation projections and the resulting traffic assignment estimates show in Figure 4, 60 or fewer peak hour trips are added to a single intersection during the peak hours studied and does not warrant a TIS. CONCLUSIONS AND RECOMMENDATIONS Given the projected site traffic distribution resulting from the project site’s multiple access points; the projected site generated traffic (60 or fewer peak hour trips added to a single intersection during the peak hours studied); the roadway characteristics previously described; and the signalized operations of Elmwood Avenue at Kenmore Avenue and Hinman Avenue; it is our firm’s professional opinion that the adjacent intersections and surrounding roadway network will not experience any significant adverse traffic impacts. Given these conditions, no further study is warranted nor recommended at this time. If you have any questions or require additional information, please do not hesitate to contact our office. Sincerely, SRF Associates, D.P.C. David Kruse, AICP, PTP Transportation Planner Attachments
ATTACHMENT
June 4, 2021
Letter to Mr. Adam Fishel, P.E., CPESC
Marathon Engineering
Proposed KFC Restaurant 2230 Elmwood Avenue
Trip Generation and Distribution Assessment
City of Buffalo Erie County, New York
3495 Winton Place Building E, Suite 110 Rochester, NY 14623
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AF
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EV
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IO
N
SRF Associates
KFC Bu
ffalo
6/4/20
21 10:24
AM
Scen
ario ‐ 1
Scen
ario Nam
e:User G
roup
:
Dev. phase:
No. of Y
ears to
Project
Traffic :
Analyst N
ote:
Warning:
Metho
dEn
try
Exit
Rate/Equ
ation
Split%
Split%
Average
5854
50.97
52%
48%
Entry (%
)Exit (%
)Entry
Exit
Entry (%
)Exit (%
)10
010
01
152
48
Entry
Exit
Entry
Exit
Entry
Exit
5854
00
5854
Entry
Exit
Total
00
0
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0%10
0%‐
1.00
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00
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112
0%0%
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MD Peak Hou
r
10
Land
Use & Data Source
Locatio
nIV
Size
Time Pe
riod
VEHICLE TRIPS
BEFORE
RED
UCT
ION
Total
Weekday, A
M Peak Ho
ur
of Gen
erator
112
VEHICLE TO
PER
SON TRIP CO
NVE
RSION
BASELINE SITE
VEH
ICLE CHAR
ACTERISTICS:
Land
Use
Baseline Site Veh
icle M
ode Share
Baseline Site Veh
icle Occup
ancy
Baseline Site Veh
icle Dire
ctional Split
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough
Data Sou
rce: Trip
Gen
Manual, 10
th Ed +
Gen
eral
Urban/Sub
urban
1000
Sq. Ft. GFA
2.2
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
w
ESTIMAT
ED BAS
ELINE SITE
PER
SON TRIPS:
Land
Use
Person
Trip
s by Ve
hicle
Person
Trip
s by Other M
odes
Total Baseline Site Person Trips
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
w11
20
112
INTERN
AL VEH
ICLE TRIP RE
DUCT
ION
LAND USE GRO
UP AS
SIGNMEN
T:Land
Use
Land
Use Group
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
wRe
sturant
BALA
NCE
D PER
SON TRIPS:
INTERN
AL PER
SON TRIPS:
934 ‐ Fast‐Food
Restauran
t with
Driv
e‐Th
rough Windo
wInternal Person Trips F
rom
Total Interna
l Person Trips
INTERN
AL VEH
ICLE TRIPS
AND CAP
TURE
:93
4 ‐ Fast‐Food
Restauran
t with
Driv
e‐Th
rough Windo
w
Total Internal Person Trips
Vehicle Mod
e Share
Vehicle Occup
ancy
Total V
ehicle In
ternal Trip
sTotal External V
ehicle Trip
sInternal Veh
icle Trip
Cap
ture
Gen
erated
By OTISS Pro v2.1
2
SRF Associates
KFC Bu
ffalo
6/4/20
21 10:24
AM
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
5854
20.00%
20.00%
1211
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
5854
0.00
%0.00
%0
0
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
4643
0.00
%0.00
%0
0
Entry
Exit
Total
4643
89
Entry
Exit
Total
5854
112
00
058
5411
20%
0%0%
1211
230
00
00
046
4389
PASS‐BY VE
HICLE TR
IP RED
UCT
ION
Land
Use
External Veh
icle Trip
sPass‐by Ve
hicle Trip %
Pass‐by Ve
hicle Trips
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
w
DIVE
RTED
VEH
ICLE TRIP RE
DUCT
ION
Land
Use
External Veh
icle Trip
sDiverted
Veh
icle Trip
%Diverted
Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
w
EXTR
A VE
HICLE TR
IP RED
UCT
ION
Land
Use
(External ‐ (P
ass‐by
+ Diverted)) V
ehicle Trip
sExtra Ve
hicle Trip Red
uctio
n %
Extra Re
duced Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
w
NEW
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ICLE TRIPS
Land
Use
New
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icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Th
rough Windo
w
RESU
LTS
Site Totals
Vehicle Trips B
efore Re
duction
Internal Veh
icle Trip
sExternal Veh
icle Trip
sInternal Veh
icle Trip
Capture
Pass‐by Ve
hicle Trips
Diverted
Veh
icle Trip
sExtra Re
duced Ve
hicle Trips
New
Veh
icle Trip
s
Gen
erated
By OTISS Pro v2.1
3
SRF Associates
KFC Bu
ffalo
6/4/20
21 10:24
AM
Scen
ario ‐ 2
Scen
ario Nam
e:User G
roup
:
Dev. phase:
No. of Y
ears to
Project
Traffic :
Analyst N
ote:
Warning:
Metho
dEn
try
Exit
Rate/Equ
ation
Split%
Split%
Average
3734
32.67
52%
48%
Entry (%
)Exit (%
)Entry
Exit
Entry (%
)Exit (%
)10
010
01
152
48
Entry
Exit
Entry
Exit
Entry
Exit
3734
00
3734
Entry
Exit
Total
00
0
00
010
0%10
0%‐
1.00
1.00
‐0
00
3734
710%
0%0%
PM Peak Ho
ur
10
Land
Use & Data Source
Locatio
nIV
Size
Time Pe
riod
VEHICLE TRIPS
BEFORE
RED
UCT
ION
Total
Weekday, Peak Ho
ur of
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raffic,
71
VEHICLE TO
PER
SON TRIP CO
NVE
RSION
BASELINE SITE
VEH
ICLE CHAR
ACTERISTICS:
Land
Use
Baseline Site Veh
icle M
ode Share
Baseline Site Veh
icle Occup
ancy
Baseline Site Veh
icle Dire
ctional Split
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through
Data Sou
rce: Trip
Gen
Manual, 10
th Ed +
Gen
eral
Urban/Sub
urban
1000
Sq. Ft. GFA
2.2
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
ESTIMAT
ED BAS
ELINE SITE
PER
SON TRIPS:
Land
Use
Person
Trip
s by Ve
hicle
Person
Trip
s by Other M
odes
Total Baseline Site Person Trips
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w71
071
INTERN
AL VEH
ICLE TRIP RE
DUCT
ION
LAND USE GRO
UP AS
SIGNMEN
T:Land
Use
Land
Use Group
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
wRe
sturant
BALA
NCE
D PER
SON TRIPS:
INTERN
AL PER
SON TRIPS:
934 ‐ Fast‐Food
Restauran
t with
Driv
e‐Th
rough Windo
wInternal Person Trips F
rom
Total Interna
l Person Trips
INTERN
AL VEH
ICLE TRIPS
AND CAP
TURE
:93
4 ‐ Fast‐Food
Restauran
t with
Driv
e‐Th
rough Windo
w
Total Internal Person Trips
Vehicle Mod
e Share
Vehicle Occup
ancy
Total V
ehicle In
ternal Trip
sTo
tal External V
ehicle Trip
sInternal Veh
icle Trip
Cap
ture
Gen
erated
By OTISS Pro v2.1
4
SRF Associates
KFC Bu
ffalo
6/4/20
21 10:24
AM
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
3734
20.00%
20.00%
77
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
3734
0.00
%0.00
%0
0
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
3027
0.00
%0.00
%0
0
Entry
Exit
Total
3027
57
Entry
Exit
Total
3734
710
00
3734
710%
0%0%
77
140
00
00
030
2757
PASS‐BY VE
HICLE TR
IP RED
UCT
ION
Land
Use
External Veh
icle Trip
sPass‐by Ve
hicle Trip %
Pass‐by Ve
hicle Trips
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
DIVE
RTED
VEH
ICLE TRIP RE
DUCT
ION
Land
Use
External Veh
icle Trip
sDiverted
Veh
icle Trip
%Diverted
Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
EXTR
A VE
HICLE TR
IP RED
UCT
ION
Land
Use
(External ‐ (P
ass‐by
+ Diverted)) V
ehicle Trip
sExtra Ve
hicle Trip Red
uctio
n %
Extra Re
duced Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
NEW
VEH
ICLE TRIPS
Land
Use
New
Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
RESU
LTS
Site Totals
Vehicle Trips B
efore Re
duction
Internal Veh
icle Trip
sExternal Veh
icle Trip
sInternal Veh
icle Trip
Capture
Pass‐by Ve
hicle Trips
Diverted
Veh
icle Trip
sExtra Re
duced Ve
hicle Trips
New
Veh
icle Trip
s
Gen
erated
By OTISS Pro v2.1
5
SRF Associates
KFC Bu
ffalo
6/4/20
21 10:24
AM
Scen
ario ‐ 3
Scen
ario Nam
e:User G
roup
:
Dev. phase:
No. of Y
ears to
Project
Traffic :
Analyst N
ote:
Warning:
Metho
dEn
try
Exit
Rate/Equ
ation
Split%
Split%
Average
6259
54.86
51%
49%
Entry (%
)Exit (%
)Entry
Exit
Entry (%
)Exit (%
)10
010
01
151
49
Entry
Exit
Entry
Exit
Entry
Exit
6259
00
6259
Entry
Exit
Total
00
0
00
010
0%10
0%‐
1.00
1.00
‐0
00
6259
121
0%0%
0%
SAT Pe
ak Hou
r
10
Land
Use & Data Source
Locatio
nIV
Size
Time Pe
riod
VEHICLE TRIPS
BEFORE
RED
UCT
ION
Total
Saturday, Peak Ho
ur of
Gen
erator
121
VEHICLE TO
PER
SON TRIP CO
NVE
RSION
BASELINE SITE
VEH
ICLE CHAR
ACTERISTICS:
Land
Use
Baseline Site Veh
icle M
ode Share
Baseline Site Veh
icle Occup
ancy
Baseline Site Veh
icle Dire
ctional Split
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through
Data Sou
rce: Trip
Gen
Manual, 10
th Ed +
Gen
eral
Urban/Sub
urban
1000
Sq. Ft. GFA
2.2
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
ESTIMAT
ED BAS
ELINE SITE
PER
SON TRIPS:
Land
Use
Person
Trip
s by Ve
hicle
Person
Trip
s by Other M
odes
Total Baseline Site Person Trips
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w12
10
121
INTERN
AL VEH
ICLE TRIP RE
DUCT
ION
LAND USE GRO
UP AS
SIGNMEN
T:Land
Use
Land
Use Group
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
wRe
sturant
BALA
NCE
D PER
SON TRIPS:
INTERN
AL PER
SON TRIPS:
934 ‐ Fast‐Food
Restauran
t with
Driv
e‐Th
rough Windo
wInternal Person Trips F
rom
Total Interna
l Person Trips
INTERN
AL VEH
ICLE TRIPS
AND CAP
TURE
:93
4 ‐ Fast‐Food
Restauran
t with
Driv
e‐Th
rough Windo
w
Total Internal Person Trips
Vehicle Mod
e Share
Vehicle Occup
ancy
Total V
ehicle In
ternal Trip
sTo
tal External V
ehicle Trip
sInternal Veh
icle Trip
Cap
ture
Gen
erated
By OTISS Pro v2.1
6
SRF Associates
KFC Bu
ffalo
6/4/20
21 10:24
AM
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
6259
20.00%
20.00%
1212
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
6259
0.00
%0.00
%0
0
Entry
Exit
Entry (%
)Exit (%
)Entry
Exit
5047
0.00
%0.00
%0
0
Entry
Exit
Total
5047
97
Entry
Exit
Total
6259
121
00
062
5912
10%
0%0%
1212
240
00
00
050
4797
PASS‐BY VE
HICLE TR
IP RED
UCT
ION
Land
Use
External Veh
icle Trip
sPass‐by Ve
hicle Trip %
Pass‐by Ve
hicle Trips
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
DIVE
RTED
VEH
ICLE TRIP RE
DUCT
ION
Land
Use
External Veh
icle Trip
sDiverted
Veh
icle Trip
%Diverted
Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
EXTR
A VE
HICLE TR
IP RED
UCT
ION
Land
Use
(External ‐ (P
ass‐by
+ Diverted)) V
ehicle Trip
sExtra Ve
hicle Trip Red
uctio
n %
Extra Re
duced Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
NEW
VEH
ICLE TRIPS
Land
Use
New
Veh
icle Trip
s
934 ‐ Fast‐Food
Restaurant w
ith Driv
e‐Through Windo
w
RESU
LTS
Site Totals
Vehicle Trips B
efore Re
duction
Internal Veh
icle Trip
sExternal Veh
icle Trip
sInternal Veh
icle Trip
Capture
Pass‐by Ve
hicle Trips
Diverted
Veh
icle Trip
sExtra Re
duced Ve
hicle Trips
New
Veh
icle Trip
s
Gen
erated
By OTISS Pro v2.1
7
