Laserfiche WebLink
distribution of the project traffic from the north and south to the west slightly more as <br /> can be seen in Table III. Reference is made to Table III which shows the project <br /> traffic distribution for both the short term and for the long term. The short term <br /> distribution is to be compared with the existing traffic, and the long term with the year <br /> 2000 cumulative condition. <br /> TABLE I11 <br /> PROJECT TRIP DISTRIBUTION <br /> SHORT TERM: <br /> NORTH EAST SOUTH WE T <br /> 49% 1% 30% 20% <br /> LONG TERM: <br /> NORTH EAST SOUTH WEST <br /> 44% 1% 25% 30% <br /> Source: TJKM <br /> February 1988 <br /> The project traffic for the short term time period was distributed onto the street <br /> system using the above distribution pattern. This distribution pattern was determined <br /> from the assignment of the model, in conjunction with estimations of employee <br /> housing locations. Table IV shows the resulting capacity analysis summary with the <br /> short term project traffic assigned to the existing street network and added to the <br /> existing traffic. <br /> 4 <br /> 4 <br /> i <br /> i <br /> 7 <br /> ..nv ..•.•.nv ...v.v.. v. • ..VMw v.v•..•v ...... ......r .... ... ..v.•..vva�r I\T rVrcZL'itrT-P10vrwa vu iv <br /> West Frontage Road at the project entrance. It is estimated that as many as 60 <br /> vehicles could use this left-turn pocket in the year 2000 during the a.m. peak hour. <br /> During the p.m. peak hour, this would be approximately 15 vehicles. This is not a <br /> large amount of traffic (one vehicle per minute in the morning), but could pose a <br /> safety hazard if the left-turn pocket is not constructed in the future. The left-turn <br /> #I <br /> i <br /> 8 <br />