Figure 1 - Plot of the Impact Measure as a Function of Per Capita Average Annual Daily Traffic (AADT)
Figure 1 - Plot of the Impact Measure as a Function of Per Capita Average Annual Daily Traffic (AADT)Excel | CSV | Table Version
General
Legacy ID
201
Table 7 - OLS Model for Percentage Traffic Split
Table 7 - OLS Model for Percentage Traffic SplitExcel | CSV
Coefficient t stat CONSTANT 1,048.19 2.709 YEAR -0.52 -2.674 POPULATION -1.93E-03 -8.481 LARGECITY POP/DIST 6.47E-04 5.023...Table 2 - One-Way SUR Model for Per Capita Retail Sales
Table 2 - One-Way SUR Model for Per Capita Retail SalesExcel | CSV
Initial specification Final specification Coefficient t-stat Coefficient t-stat CONSTANT 5.48E+05 8.15 5.34E+05 8.92 STATE SALES...Table 1 - Sample Characteristics
Table 1 - Sample CharacteristicsExcel | CSV
Dependent variables Mean SD Per capita sales ($ per person) Total Retail (SIC 52 to 59) 1.23E+04 4.64E+03 Gasoline Service Stations (SIC 554) 1.11E+03...Table 3 - One-Way SUR Model for Per Capita Sales in Gasoline Service Stations
Table 3 - One-Way SUR Model for Per Capita Sales in Gasoline Service StationsExcel | CSV
Initial specification Final specification Coefficient t-stat Coefficient t-stat CONSTANT 4.45E+04 4.56 3.81E+04 6.05...The Impacts of Bypasses on Small- and Medium-Sized Communities: An Econometric Analysis
The Impacts of Bypasses on Small- and Medium-Sized Communities: An Econometric AnalysisSIVARAMAKRISHNAN SRINIVASAN KARA MARIA KOCKELMAN* The University of Texas at Austin
ABSTRACTA relief route is a segment of a highway that moves traffic around the central business district of...
Table 6 - Error Correlations Across Equations
Table 6 - Error Correlations Across EquationsExcel | CSV
INITIAL SPECIFICATION
Ρμ Retail Gas Eat/Drink Service Retail 1.00 0.28 0.40 0.58 Gas 0.28 1.00 0.58 0.34 Eat/Drink...Table 1 - Statistical Performance of the Four Forecasting Methods
Table 1 - Statistical Performance of the Four Forecasting MethodsExcel | CSV
Model method Naive model Long-term memory model ARIMA model Nonlinear model RMSE 597.8 904.5 637.7 471.5 RMSE (154.7) (158.8) (184...Figure 2 - Typical Daily Flow Profile at Site 4762A
Figure 2 - Typical Daily Flow Profile at Site 4762AExcel | CSV | Table Version
Using Nonparametric Tests To Evaluate Traffic Forecasting Performance
Using Nonparametric Tests To Evaluate Traffic Forecasting PerformanceSTEPHEN D. CLARK* Morley Town Council
SUSAN M. GRANT-MULLER HAIBO CHEN University of Leeds
ABSTRACTThis paper proposes the use of a number of nonparametric comparison methods for evaluating traffic...