HomeMy WebLinkAbout154 - ITE Trip Generation Estimates_Rev 2.7.23Traffic Generation Estimates
Project: 5th & Main Residences
Date: Rev 02.07.23
Existing Businesses - Removed Traffic Generation (ITE Trip Generation Manual 11th Edition):
Enter Exit Total Enter Exit Total
932 Sit-Down Restaurant 5.4 GFA (s.f.)
/1,000 579 28 24 52 30 19 49
930 Retail - Fast Casual
Restaurant 1.0 GFA (s.f.)
/1,000 97 1 0 1 7 6 13
710 General Office Building 12.8 GFA (s.f.)
/1,000 139 17 2 19 3 15 18
Total Trips Removed =815 72 80
5th & Main Residences - Added Traffic Generation (ITE Trip Generation Manual 11th Edition):
Enter Exit Total Enter Exit Total
221 Mid-Rise Apartments
(Dense Multi-Use Urban)121 Dwelling
Units 355 5 29 34 23 8 31
930 Retail - Fast Casual
Restaurant 1.8 GFA (s.f.)
/1,000 175 1 2 3 12 11 23
Total Trips Added =530 37 54
Net Total Site Trip Generation =-285 -35 -26
PM Peak HR
(Between 4 and 6 p.m.)Input
Value Units
AM Peak HR
(Between 7 and 9 a.m.)ITE Trip Generation
Land Use Code Weekday ADT
PM Peak HR
(Between 4 and 6 p.m.)ITE Trip Generation
Land Use Code
Input
Value Units
AM Peak HR
(Between 7 and 9 a.m.)Weekday ADT
1/31/23, 1:20 PM https://itetripgen.org/query/PrintGraph2?code=221&ivlabel=UNITS221&timeperiod=TASIDE&x=121&edition=685&locationCode=Dense M…
https://itetripgen.org/printGraph 1/1
Multifamily Housing (Mid-Rise)
Not Close to Rail Transit (221)
Vehicle Trip Ends vs:Dwelling Units
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location:Dense Multi-Use Urban
Number of Studies:15
Avg. Num. of Dwelling Units:215
Directional Distribution:14% entering, 86% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
0.28 0.17 - 0.43 0.06
Data Plot and Equation
T = Trip EndsX = Number of Dwelling Units
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 0.25(X) + 5.35 R²= 0.96
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 200 400 600 8000
100
200
300
121
34
36
1/31/23, 1:21 PM https://itetripgen.org/query/PrintGraph2?code=221&ivlabel=UNITS221&timeperiod=TPSIDE&x=121&edition=685&locationCode=Dense M…
https://itetripgen.org/printGraph 1/1
Multifamily Housing (Mid-Rise)
Not Close to Rail Transit (221)
Vehicle Trip Ends vs:Dwelling Units
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location:Dense Multi-Use Urban
Number of Studies:13
Avg. Num. of Dwelling Units:192
Directional Distribution:74% entering, 26% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
0.26 0.13 - 0.38 0.07
Data Plot and Equation
T = Trip EndsX = Number of Dwelling Units
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 0.29(X) - 6.26 R²= 0.97
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 200 400 600 8000
100
200
300
121
31
29
1/31/23, 1:19 PM https://itetripgen.org/query/PrintGraph2?code=221&ivlabel=UNITS221&timeperiod=AWDVTE&x=121&edition=685&locationCode=Dense …
https://itetripgen.org/printGraph 1/1
Multifamily Housing (Mid-Rise)
Not Close to Rail Transit (221)
Vehicle Trip Ends vs:Dwelling Units
On a:Weekday
Setting/Location:Dense Multi-Use Urban
Number of Studies:3
Avg. Num. of Dwelling Units:142
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per Dwelling Unit
Average Rate Range of Rates Standard Deviation
2.93 2.59 - 3.14 0.29
Data Plot and Equation Caution – Small Sample Size
T = Trip EndsX = Number of Dwelling Units
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 50 100 150 200 250 3000
200
400
600
800
1,000
121
355
9/21/22, 1:34 PM https://itetripgen.org/query/PrintGraph2?code=710&ivlabel=QFQAF&timeperiod=TASIDE&x=12.8&edition=639&locationCode=General Ur…
https://itetripgen.org/printGraph 1/1
General Office Building
(710)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location:General Urban/Suburban
Number of Studies:221
Avg. 1000 Sq. Ft. GFA:201
Directional Distribution:88% entering, 12% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
1.52 0.32 - 4.93 0.58
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.86 Ln(X) + 1.16 R²= 0.78
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 200 400 600 800 1,0000
500
1,000
1,500
1319
29
9/21/22, 1:36 PM https://itetripgen.org/query/PrintGraph2?code=710&ivlabel=QFQAF&timeperiod=TPSIDE&x=12.8&edition=639&locationCode=General Ur…
https://itetripgen.org/printGraph 1/1
General Office Building
(710)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location:General Urban/Suburban
Number of Studies:232
Avg. 1000 Sq. Ft. GFA:199
Directional Distribution:17% entering, 83% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
1.44 0.26 - 6.20 0.60
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.83 Ln(X) + 1.29 R²= 0.77
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 200 400 600 800 1,0000
200
400
600
800
1,000
1,200
1,400
1318
30
1/16/23, 4:33 PM https://itetripgen.org/query/PrintGraph2?code=710&ivlabel=QFQAF&timeperiod=AWDVTE&x=12.8&edition=685&locationCode=General …
https://itetripgen.org/printGraph 1/1
General Office Building
(710)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday
Setting/Location:General Urban/Suburban
Number of Studies:59
Avg. 1000 Sq. Ft. GFA:163
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
10.84 3.27 - 27.56 4.76
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.87 Ln(X) + 3.05 R²= 0.78
Trip Gen Manual,11.1 Ed Institute of Transportation Engineers
0 200 400 6000
1,000
2,000
3,000
4,000
5,000
6,000
13139
194
9/21/22, 12:54 PM https://itetripgen.org/query/PrintGraph2?code=930&ivlabel=QFQAF&timeperiod=TASIDE&x=1.8&edition=639&locationCode=General Ur…
https://itetripgen.org/printGraph 1/1
Fast Casual Restaurant
(930)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location:General Urban/Suburban
Number of Studies:1
Avg. 1000 Sq. Ft. GFA:1
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
1.43 1.43 - 1.43 *
Data Plot and Equation Caution – Small Sample Size
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 2 4 6 8 100
2
4
6
8
10
9/21/22, 1:30 PM https://itetripgen.org/query/PrintGraph2?code=930&ivlabel=QFQAF&timeperiod=TASIDE&x=1.0&edition=639&locationCode=General Urb…
https://itetripgen.org/printGraph 1/1
Fast Casual Restaurant
(930)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location:General Urban/Suburban
Number of Studies:1
Avg. 1000 Sq. Ft. GFA:1
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
1.43 1.43 - 1.43 *
Data Plot and Equation Caution – Small Sample Size
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 2 4 6 8 100
2
4
6
8
10
9/21/22, 12:53 PM https://itetripgen.org/query/PrintGraph2?code=930&ivlabel=QFQAF&timeperiod=TPSIDE&x=1.8&edition=639&locationCode=General Ur…
https://itetripgen.org/printGraph 1/1
Fast Casual Restaurant
(930)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location:General Urban/Suburban
Number of Studies:15
Avg. 1000 Sq. Ft. GFA:3
Directional Distribution:55% entering, 45% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
12.55 5.94 - 27.40 5.52
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 17.96(X) - 15.94 R²= 0.65
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 1 2 3 4 5 60
20
40
60
80
100
2
23
16
9/21/22, 1:31 PM https://itetripgen.org/query/PrintGraph2?code=930&ivlabel=QFQAF&timeperiod=TPSIDE&x=1.0&edition=639&locationCode=General Urb…
https://itetripgen.org/printGraph 1/1
Fast Casual Restaurant
(930)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location:General Urban/Suburban
Number of Studies:15
Avg. 1000 Sq. Ft. GFA:3
Directional Distribution:55% entering, 45% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
12.55 5.94 - 27.40 5.52
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 17.96(X) - 15.94 R²= 0.65
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 1 2 3 4 5 60
20
40
60
80
100
1
13
2
1/16/23, 4:23 PM https://itetripgen.org/query/PrintGraph2?code=930&ivlabel=QFQAF&timeperiod=AWDVTE&x=1.8&edition=685&locationCode=General Ur…
https://itetripgen.org/printGraph 1/1
Fast Casual Restaurant
(930)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday
Setting/Location:General Urban/Suburban
Number of Studies:1
Avg. 1000 Sq. Ft. GFA:1
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
97.14 97.14 - 97.14 *
Data Plot and Equation Caution – Small Sample Size
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11.1 Ed Institute of Transportation Engineers
0 2 4 6 8 100
100
200
300
9/21/22, 1:27 PM https://itetripgen.org/query/PrintGraph2?code=932&ivlabel=QFQAF&timeperiod=TASIDE&x=5.4&edition=639&locationCode=General Urb…
https://itetripgen.org/printGraph 1/1
High-Turnover (Sit-Down) Restaurant
(932)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 7 and 9 a.m.
Setting/Location:General Urban/Suburban
Number of Studies:37
Avg. 1000 Sq. Ft. GFA:5
Directional Distribution:55% entering, 45% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
9.57 0.76 - 102.39 11.61
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 5 10 15 200
50
100
150
200
5
52
9/21/22, 1:28 PM https://itetripgen.org/query/PrintGraph2?code=932&ivlabel=QFQAF&timeperiod=TPSIDE&x=5.4&edition=639&locationCode=General Urb…
https://itetripgen.org/printGraph 1/1
High-Turnover (Sit-Down) Restaurant
(932)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday,
Peak Hour of Adjacent Street Traffic,
One Hour Between 4 and 6 p.m.
Setting/Location:General Urban/Suburban
Number of Studies:104
Avg. 1000 Sq. Ft. GFA:6
Directional Distribution:61% entering, 39% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
9.05 0.92 - 62.00 6.18
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11th Edition Institute of Transportation Engineers
0 5 10 15 200
50
100
150
200
5
49
1/16/23, 4:31 PM https://itetripgen.org/query/PrintGraph2?code=932&ivlabel=QFQAF&timeperiod=AWDVTE&x=5.4&edition=685&locationCode=General Ur…
https://itetripgen.org/printGraph 1/1
High-Turnover (Sit-Down) Restaurant
(932)
Vehicle Trip Ends vs:1000 Sq. Ft. GFA
On a:Weekday
Setting/Location:General Urban/Suburban
Number of Studies:50
Avg. 1000 Sq. Ft. GFA:5
Directional Distribution:50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
107.20 13.04 - 742.41 66.72
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average Rate
Fitted Curve Equation: Not Given R²= ****
Trip Gen Manual,11.1 Ed Institute of Transportation Engineers
0 5 10 15 200
500
1,000
1,500
5
579