HomeMy WebLinkAboutFHMC 2019 Traffic Study Update_2018Table 1Existing 1993 Master PlanTrip Generation CharacteristicsTrip RatesLand UseADTFunctionCodeUnitRateTotalInOutTotalInOutHospital610KSF10.720.890.610.280.970.310.66Medical Office (MOB)720KSF35.912.511.940.573.460.972.49Medical Arts Building (MOB)720KSF32.62.732.130.63.460.972.49Medical Arts Building (Hospital)610KSF10.720.890.610.280.970.310.66Trips GeneratedADTFunctionSizeUnitTotalInOutTotalInOutHospital104.5KSF11209363301013269Medical Office (MOB)35KSF12578868201213487Medical Arts Building (MOB)15KSF48941329521538Medical Arts Building (Hospital)15KSF1611394155101993 Master Plan Traffic Trip Generation Budget30272351726328986204AM Peak Hour PM Peak HourAM Peak Hour PM Peak Hour1993 Hospital Master Plan
Table 22018 Master Plan UpdateTrip Generation CharacteristicsTrip RatesLand UseADTFunctionCodeUnitRateTotalInOutTotalInOutHospital610KSF10.720.890.610.280.970.310.66Medical Office (MOB)720KSF33.482.782.170.613.460.972.49Trips GeneratedADTFunctionSizeUnitTotalInOutTotalInOutHospital193.019KSF20691721175518760127Medical Office (MOB)17.742KSF5944938116117442018 Master Plan Update Trip Generation Totals266322115566248771712018 Hospital Master Plan UpdateAM Peak Hour PM Peak HourAM Peak Hour PM Peak Hour
Hospital
(610)
Vehicle Trip Ends vs: 1000 Sq. Ft. GFA
On a: Weekday
Setting/Location: General Urban/Suburban
Number of Studies: 8
Avg. 1000 Sq. Ft. GFA: 563
Directional Distribution: 50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
10.72 6.12 - 67.52 10.34
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 5.88(X) + 2723.70 R²= 0.67
Trip Generation Manual,10th Edition Institute of Transportation Engineers
0 500 1,000 1,500
0
2,000
4,000
6,000
8,000
10,000
12,000
14,000
105
1120
3338
https://itetripgen.org/PrintGraph.htm?code=610&ivlabel=QFQAF&timep...
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Hospital
(610)
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: 20
Avg. 1000 Sq. Ft. GFA: 820
Directional Distribution: 68% entering, 32% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
0.89 0.52 - 5.45 0.50
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 0.74(X) + 126.36 R²= 0.86
Trip Generation Manual,10th Edition Institute of Transportation Engineers
0 1,000 2,000 3,000 4,000
0
1,000
2,000
3,000
10593
204
https://itetripgen.org/PrintGraph.htm?code=610&ivlabel=QFQAF&timep...
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Hospital
(610)
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: 19
Avg. 1000 Sq. Ft. GFA: 773
Directional Distribution: 32% entering, 68% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
0.97 0.44 - 6.94 0.60
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 0.84(X) + 100.56 R²= 0.88
Trip Generation Manual,10th Edition Institute of Transportation Engineers
0 1,000 2,000 3,000 4,000
0
1,000
2,000
3,000
4,000
105101
188
https://itetripgen.org/PrintGraph.htm?code=610&ivlabel=QFQAF&timep...
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Medical-Dental Office Building
(720)
Vehicle Trip Ends vs: 1000 Sq. Ft. GFA
On a: Weekday
Setting/Location: General Urban/Suburban
Number of Studies: 28
Avg. 1000 Sq. Ft. GFA: 24
Directional Distribution: 50% entering, 50% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
34.80 9.14 - 100.75 9.79
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 38.42(X) - 87.62 R²= 0.95
Trip Generation Manual,10th Edition Institute of Transportation Engineers
0 50 100 150 200
0
1,000
2,000
3,000
4,000
35
1218
1257
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Medical-Dental Office Building
(720)
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: 44
Avg. 1000 Sq. Ft. GFA: 32
Directional Distribution: 78% entering, 22% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
2.78 0.85 - 14.30 1.28
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: Ln(T) = 0.89 Ln(X) + 1.31 R²= 0.80
Trip Generation Manual,10th Edition Institute of Transportation Engineers
0 50 100 150 200
0
100
200
300
400
500
35
97
88
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1 of 1 12/21/2018, 1:19 PM
Medical-Dental Office Building
(720)
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: 65
Avg. 1000 Sq. Ft. GFA: 28
Directional Distribution: 28% entering, 72% exiting
Vehicle Trip Generation per 1000 Sq. Ft. GFA
Average Rate Range of Rates Standard Deviation
3.46 0.25 - 8.86 1.58
Data Plot and Equation
T = Trip EndsX = 1000 Sq. Ft. GFA
Study Site Average RateFitted Curve
Fitted Curve Equation: T = 3.39(X) + 2.02 R²= 0.73
Trip Generation Manual,10th Edition Institute of Transportation Engineers
0 50 100 150 200
0
100
200
300
400
500
600
35
121
121
https://itetripgen.org/PrintGraph.htm?code=720&ivlabel=QFQAF&timep...
1 of 1 12/21/2018, 1:20 PM