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Table 4.4-2: Intersection Levels of Service <br /> * ` Existing Conditions -AM Peak'Hour <br /> Intersection Alternative 1 Alternative 2Alternative 3 No Project <br /> LOS Delay LOS Delay LOS I Delay I LOS Delay I) <br /> 1 Eastbound SR 1321 Bird Road �) <br /> NB A 4.2 A 4.2 A 4.2 [-A4.1 <br /> y SB A 4.4 A 4.6 A 4.4 A 4.4 it <br /> y : EB A 0.0 A 0.0 A 0.0 A 0.0 I� <br /> 2 Westbound SR 132 I Bird Road <br /> NB Thru . B 7.9 B 7.6 B 7.9 B 7.6 <br /> NB Left* B 51 (mph) B 51 (mph) B 51 (mph) B 51 (mph) <br /> SB ,B 7.8 B 7.6 B 7.9 B 7.6 <br /> WB A 2.1 A 2.1 A 2.1 A 2.1 <br /> 3 SR 1321 Koster Road <br /> NB C 12.5 C 10.4 C 10.3 C 10.2 <br /> SB C 10.1 B 10.0 B 9.8 B 97 <br /> t EB A 0.0 A 0.0 - A 0.0 A 0.0 <br /> WB A 2.7 A 2.6 A 2.6 A 2.6 <br /> I� <br /> 5 Blewett Road 1 Bird Road <br /> SB A 2.1 A 2.9 A 2.1 A 2.1 <br /> WB A 2.9 A 2.7 A 3.5 A 3.5 <br /> 6 Blewett Road 1 Koster Road <br /> rit I <br /> NB A 2.2 A 2.2 A 2.1 A 2.1 <br /> SB A 2.2 A 2.1 A 2.1 A 2.1 <br /> EB A 3.3 A 3.5 A 3.3 A 3.3 i <br /> WB A 3.8 A 3.5 A 3.4 A 3.4 <br /> 7 Bird Road / 1-5 NB Ram <br /> NB - - - - A 4.2 <br /> f 8 Bird Road / 1-5 SB Rams <br /> SB - - - - <br /> A 4.1 i <br /> WB - - - A 2.2 <br /> 13 Bird Road 1 Quarry Access Road <br /> SB - - - - A 2.8 - - <br /> EB - - - - A 2.3 - - <br /> * This approach was analyzed using the HCM methodology for ramp merges. <br /> i <br /> s <br /> Draft Environmental Impact Report 4-45 ER-96-3 !! ' <br /> t <br />