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Legacy ID
201
Table A2 - Model for Change in Time Use Between 1990 and 1995: Workers
Table A2 - Model for Change in Time Use Between 1990 and 1995: WorkersExcel | CSV
Independent variables Travel to Time at Home Coefficient t Work Coefficient t Shop Coefficient t Other Coefficient t Home Coefficient t...Road Capacity and the Allocation of Time
Road Capacity and the Allocation of TimeDAVID M. LEVINSON* University of Minnesota
SESHASAI KANCHI ICF Consulting
ABSTRACTAdditional highway capacity gained by increasing travel speed affects the share of time an individual allocates to daily activities, such as...
Table 2 - Time-Use Comparisons for 1990 and 1995 Data
Table 2 - Time-Use Comparisons for 1990 and 1995 DataExcel | CSV
Home Work Shop Other Travel FEMALE Nonworker 1995 1,172 42 166 60...Table 4 - Summary of 1995 Time Use for Different Characteristics of Individuals
Table 4 - Summary of 1995 Time Use for Different Characteristics of IndividualsExcel | CSV
Description Sample size Time spent at: Travel Home Work Shop Other Gender ...Contributors
Contributors Bureau of Transportation StatisticsJohn V. Wells, Acting Editor-in-Chief Susan Lapham, Associate Editor Peg Young, Associate Editor Marsha Fenn, Managing Editor Dorinda Edmondson, Desktop Publisher Chip Moore, Editor Martha Courtney, Editor Darcy Herman, Editor Lorisa Smith...
Figure 2 - Link Throughput at Eastbound Ohio/LaSalle (8-9 AM)
Figure 2 - Link Throughput at Eastbound Ohio/LaSalle (8-9 AM)Excel | CSV | Graphic Version
Throughput (vehicles/hour) Frequency 2750 0 2770 0 2790 0 2810 0 2830 5 2850 7...Table 1 - Comparison of Throughput on Internal Network (vehicles per hour)
Table 1 - Comparison of Throughput on Internal Network (vehicles per hour)Excel | CSV
Period Direction Field (vehicle) CORSIM (vehicle) average CORSIM (vehicle) s.d.* 8-9 AM in 11,805 11,895 48.1 8-9 AM out 11,...Table 4 - Comparison of Key-Links STVS (stop time per vehicle stopped)
Table 4 - Comparison of Key-Links STVS (stop time per vehicle stopped)Excel | CSV
Period Link Field (seconds/vehicle) CORSIM (seconds/vehicle) Average CORSIM (seconds/vehicle) s.d.* 8-9 AM SB LaSalle at Ohio 27.8 32.3 1.8...Statistically-Based Validation of Computer Simulation Models in Traffic Operations and Management - Discussion 1
Statistically-Based Validation of Computer Simulation Models in Traffic Operations and Management - Discussion 1Laurence R. Rilett Clifford H. Spiegelman* Texas A&M University and Texas Transportation Institute
The authors are to be commended for a timely article. With...