Laserfiche WebLink
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 /> >r 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 /> daily truck generation is shown in Table 36. As shown, up to 3,662 truck loads are estimated on a peak <br /> it production day,which would generate 7,324 two-way truck trips per day. <br /> TABLE 36 <br /> VERNALIS AGGREGATE PRODUCTION SITES <br /> L YEAR 2027 PLUS PROJECT PEAK DAILY TRUCK TRIP GENERA"ZION <br /> Average Daily Truck <br /> Average Yearly Loads Peak Daily Peal:Daily Peak Daily 2-Way <br /> ` Production(Tons) (25 Tons/Truck)- Adjustment Factor Truck Loads Truck Trips <br /> 16,34_0,000 2,616 1.4 3,662 7,324 <br /> Table 37 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 7,324 two-way <br /> truck trips shown in Table 28. 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 37, these two hours would <br /> have 730 and 172 two-way truck trips respectively that would be entering and exiting Route 132. <br /> L TABLE 37 <br /> VERNALIS AGGREGATE PRODUCTION SITES <br /> YEAR 2027 PLUS PROJECT HOURLY TRUCK LOADING FREQUENCIES <br /> AND ESTIMATED HOURLY TRUCK GENERATION <br /> ` AM PERIOD <br /> Daily 12:00 1:00 2:00 3:00 4:00 5:00 <br /> Total 2-W ay I:00 2:00 3:00 4:00 5:00 6:00 <br /> 7,324 20 18 18 58 178 448 <br /> % of Daily 0.3% 0.2% 0.2% 0.8% 2.4% 6.1% <br /> AM PERIOD <br /> Daily 6:00 7:00 8:00 9:00 10:00 11:00 <br /> Total 2-Way 7:00 8:00 9:00 10:00 11:00 12:00 <br /> 7,324 730 736 708 668 688 570 <br /> % of Daily 10.0% 10.0% 9.7% 9.1% 9.4% 7.8% <br /> PM PERIOD <br /> Daily 12:00 1:00 2:00 3:00 4:00 5:00 <br /> ~ Total 2-Way 1:00 2:00 3:00 4:00 5:00 6:00 <br /> 7,324 566 592 474 318 172 76 <br /> % of Daily 7.7% 8.1% 6.5% 4.3% 2.3% 1.0% <br /> r PM PERIOD <br /> Daily 6:00 7:00 8:00 9:00 10:00 11:00 <br /> Total 2-Way 7:00 8:00 9:00 10:00 11:00 12:00 <br /> 7,324 66 66 58 32 36 28 <br /> of Daily 0.9% 0.9% 0.8% 0.4% 0.5% 0.4% <br /> The estimated distribution of the truck traffic that would be generated by the year 2027 was estimated <br /> through review of general forecasted market area information provided by individual aggregate producers <br /> and on review of other available trip distribution estimates. Table 38 shows the projected year 2027 plus <br /> project study area truck trip distribution percentages. <br /> 2nd Draft DeSilva Gates Quarry Trafc&Circulation Analysis 39 October 2005 <br /> Jones&Stokes (R905TIS002125-4000-02) <br /> r <br />