Tudor Wharf Draft Environmental Impact Report EOEA # 6744 



the intersections of Rutherford 

 Avenue/ Chelsea Street, Rutherford 

 Avenue/Route 1 ramps, and Chelsea 

 Street/Warren Street. The recommended 

 geometries, shown in Exhibit 36, will be 

 used in the level of service analysis. 



Level of service analysis results are 

 summarized in Table 6. 



8.7 Roadway and Intersection Mitigation 



The intersection of Chelsea Street/Warren 

 Street, which will handle the greatest 

 number of Tudor Wharf vehicles, will 

 operate at LOS B and LOS C during the AM 

 and PM peak hours, respectively. The 

 intersection of Rutherford Avenue/Route 1 

 Ramps will operate at LOS D even with the 

 addition of Tudor Wharf. No improvements 

 are proposed at these locations. 



The VHB analysis of the intersection of 

 Rutherford Avenue/ Chelsea Street shows it 

 will operate at LOS F for Post CANA 

 Conditions. Using the 1985 Highway 

 Capacity Manual methodology to calculate 

 the level of service (VHB did not use 

 this methodology) , the intersection 

 operates at LOS F for the Post CANA No 

 Build condition during the PM peak. 

 During the AM peak (see Table 5) the 

 intersection of Rutherford Avenue/Chelsea 

 Street will operate at LOS E for the Post 



-194- 



