An Assessment of the Operational Impact of the Longer and Wider Combination Vehicles on the Geometry of Diamond Interchanges. Final Report1986 - 204 pages |
Contents
Scope | 2 |
REPRESENTATIVE TRUCK TYPES | 15 |
DATA COLLECTED ON INTERCHANGES | 23 |
5 other sections not shown
Other editions - View all
Common terms and phrases
1-th movement type 12 HARRIS 15 BEXAR 18 DALLAS alternative scenario analysis of variance ANOVA ART G ART H 00 base scenario bicycle model CALTRANS chapter Code Rt confidence intervals confidence level configurations Ctrl-S data collected diamond interchange ramp direction of travel Dist County Plan extra pavement width factors Frank McCullough geometry of diamond Highways in Texas i-th location impact of LCV's inadequate geometry input path interaction interchange ramp terminals Interstate Highway System Interstate Highways interval estimates j-th crossroad type Kansas Turnpike LCV's left turns m-th direction maximum offtracking n-th distance overall length Path of LCV pavement area available pavement edge pavement width required plan drawings proportion of diamonds right turns Rocky Mountain Doubles rural diamonds semitrailer semitrailer and trailer swept path TARRANT tractrix tractrix integrator Transportation Research truck combinations Truck Offtracking Model trumpet interchanges turn maneuvers turn movements Turnpike Double URBAN Code urban diamonds wheelbase