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Che 100th S.E. int�rsections by 3% in the p.m. peakhour. It would add 5% <br /> to ttie deily volume in 1965 entering the intersection. <br /> The 1990 traffic projectioas and the site treffic are compared to the <br /> street capecity in Table 2. <br /> Projected Trnffic vs. Capacity Table 2 <br /> PM Peakhour <br /> Location Daily Trafiic Street Site Total Street <br /> ' Tra:Efic Capacity <br /> (1) :2) <br /> Air,port Road at <br /> Casino Rd. 22,700 1,70Q 120 1,f,20 1,900 <br /> IOOth S.W. 22,700 1,700 120 1,i20 1,900 <br /> �12th S.W. 24,000 1,800 - 120 1,5�20 1,900 <br /> S.R. 99 27,700 2,090 120 2,::1� 1,470 (3) <br /> S.R. 99 at <br /> Airport Road 25,800 1,430 10 1,�.40 1,470 (3) <br /> (1) Peak hour of 3:00 to 4:00 p.m. is controlled by Boeing :shift workers. <br /> The southbound neak is 13% of the ADT based on current ,�DT of 9,800 <br /> and suuthbound peak of 1,250. This rate is ur,usuallp high. N'ith the <br /> projection of an 132% increase in traffic in the area �n 1990, the 3 <br /> to 4:00 p.o. hour percentage will drop significnntly. The peaV <br /> traffic will be more diversified and spread over more hours. There- <br /> iore a ratio of 8% was selected for the 1990 analysis of Airport <br /> Road. This ratio is still 30b greater than the 6% com¢only Yeund <br /> elsewhere. <br /> (2) St_'eet intersection capacity wes estimated based on Letrel of Service <br /> D, Highwey capacity manusl chart, Fith a 2-wa,y street �tith no parking <br /> in the fringe area, s peak hour factor 0.95, with 8� l�nft turns snd <br /> 5% heavy vehicles. Airport Road has 4 lanes plus a le:Et turn lane. <br /> �apacity was estimated assuming a 65% Green time and cross streets <br /> heve 2 lanes with left turn lnne. <br /> (3) Existing S.R. 99 is 4 lanes plus e left tt:rn lane. Capacity was <br /> estimeted assuming a Green time of 45% for each roed. If the streets <br /> are widened as proposed at the intersection of S.R. 99 and Airport <br /> Road to 6 lanes with a frer right and a left turn lane. The cspacity <br /> will then increase t� 2,490 VPH at Level of Service D. <br /> The site traffic will split. One half will go north and tt�e other half <br /> .outh. Table 2 shoc,•s that there is sufficient capacity et Level of Serv•• <br /> ice D on Airport koad except et the intersection of S.R. 9!) �.•here serious <br /> -3- <br />