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The year 2027 base average daily truck generation was estimated based on the average yearly production <br /> of 15,550,000 tons shown in Table 24, assuming 250 production days per year, and 25 tons of material <br /> per truck. The resulting estimated average daily truck generation is shown in Table 25. As shown, an <br /> average of 2,488 truck loads per day would be generated under the year 2027 base conditions which <br /> would generate 4,976 two-way truck trips per day. <br /> TABLE 25 <br /> .� VERNALIS AREA AGGREGATE PRODUCTION SITES <br /> YEAR 2027 BASE CONDITIONS AVERAGE DAILY TRUCK TRIP GENERATION <br /> Average Daily Truck <br /> Average Yearly Average Yearly Average Daily Luads Average Daily 2-Wav <br /> Production Tons Production Das Prod action(Tons) (25 Tons/Truck) Truck Trips <br /> 15.550.000 250 62,200 2,488 4,976 <br /> ` The average daily truck generation represents the number of truck trips that would be generated if each <br /> quarry produces and exports the same amount of material each day and each month of the year. On a <br /> yearly basis, there is generally one or more peak production months in which more aggregate is produced <br /> then would be the monthly average. As this could significantly increase the number of trucks within the <br /> study area and as how this could be a condition that could last for a month or more, a peak adjustment <br /> factor of 1.4 (40-percent increase) was developed to reflect this condition. The resulting estimated peak <br /> i daily truck generation is shown in Table 26. As shown, up to 3,483 truck loads are estimated on a peak <br /> production day, which would generate 6,966 two-way truck trips per day. <br /> TABLE26 <br /> VERNALIS AREA AGGREGATE PRODUCTION SITES <br /> YEAR 2027 BASE CONDITIONS PEAK DAILY TRUCK TRIP GENERATION <br /> Average Daily <br /> Average Yearly Truck Loads Peak Daily Peak Daily Peak Daily 2-Way <br /> Production Tons 25.'rons/Truck Adjustment Factor 'Truck Loads Truck.'rri s <br /> 15,550,000 2,488 1.4 3,483 6,966 <br /> Table 27 presents the estimated truck loading frequencies by hour of a typical day. The number of peak <br /> daily two-way truck trips that would be generated by hour was estimated based on the 6,966 two-way <br /> ` truck trips shown in Table 26. The AM and PM peak hours were identified to include 6:00 to 7:00 a.m. <br /> (AM peak hour) and 4:00 to 5:00 p.m. (PM peak hour). As shown in Table 27, these two hours would <br /> have 698 and 168 two-way truck trips respectively that would be entering and exiting SR-132. <br /> r <br /> V <br /> r <br /> 2nd Draft DeSilva Gates Quarry Traffic&Circulation Analysis 31 October 2005 <br /> Jones&Stokes (R905TIS002125-4000-02) <br />