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o Westbound Weber Avenue to Site <br /> o Site to Eastbound Weber Avenue <br /> Based on the ability of trucks to complete turns at the intersections, this assessment <br /> identifies whether project-related trucks can make turns without leaving the paved <br /> surface or encroaching into the opposing travel lane. <br /> The spatial database used in the analysis of truck turning movements includes aerial <br /> photography acquired from Google Earth aerial photographs. These aerial photographs <br /> have relatively good resolution. No new aerial photography was developed for this <br /> analysis. The aerial photographs show the latest geometry at the intersection. This <br /> geometry was considered under existing roadway conditions. <br /> The assessment of truck turning movements was conducted using the AutoTURN <br /> software prepared by Transoft. This software implements procedures described in the <br /> American Association of State and Highway Transportation Officials (AASHTO) <br /> document A Policy on Geometric Design of Highways and Streets, and the Caltrans <br /> Highway Design Manual. The program is a CADD based program that simulates low <br /> speed turning maneuvers for highway vehicles. The program is used to define vehicle <br /> tire tracking and sweep paths in order to design roadway features to meet minimum <br /> design vehicle constraints. <br /> For the study location the aerial photograph was imported into a CADD file. AutoTURN <br /> was then superimposed over the aerial photograph to simulate the projected turning paths <br /> for a CA-Legal vehicle. These paths were then used to determine whether any <br /> overtracking occurred. The pathways are attached for each of the turning movements <br /> studied. <br /> The bullet points below highlight the effects of a CA-Legal truck on the turning <br /> movements studied. <br /> o Eastbound Weber Avenue to Southbound Filbert Street(Figure 1) <br /> Trucks encroach onto adjacent sidewalk in southwest quadrant while <br /> remaining within southbound lane <br /> o Northbound Filbert Street to Westbound Weber Avenue (Figure 2) <br /> - Trucks can make on Weber Avenue; limit line should be added along Weber <br /> Avenue about 5' in front of existing crosswalk. This will allow trucks to <br /> make turn if other vehicles are queued along Weber Avenue <br /> - No parking required along north side of Weber Avenue to allow wide sweep <br /> of truck <br /> o Westbound SR 4 Ramp to Northbound Filbert Street(Figure 3) <br /> - Trucks can complete turn <br /> - Requires trucks to enter the painted median in advance of the left turn pocket <br /> KD Anderson s c e , Inc. <br /> 3853 Taylor Road, Suite G e Loomis,CA 95650 • (916)660-1555 • Fax(916)660-1535 <br />