Existing Year 2018 Intersection Operations Clause Samples
Existing Year 2018 Intersection Operations. Table 2 summarizes the existing intersection Level of Service (LOS) based on methodologies outlined in Section 4 as related to the study area cities. As shown in the table, under the existing conditions each of the four (4) study intersections are operating at an acceptable LOS based on the application of the ICU methodology. Level of Service worksheets are provided under Appendix B. Study Intersection Traffic Control Peak Hour V/C LOS 1. MacArthur Boulevard at I-▇▇▇ ▇▇ ▇▇▇▇▇▇,▇ Signal AM 0.663 B PM 0.720 C 2. MacArthur Boulevard at Michelson Drive1 Signal AM 0.727 C PM 0.855 D 3. MacArthur Boulevard at Campus Drive1,2 Signal AM 0.695 B PM 0.751 C 4. Campus Drive at Airport Way2 Signal AM 0.358 A PM 0.623 B
Existing Year 2018 Intersection Operations. Table 2 summarizes the existing intersection Level of Service (LOS) based on methodologies outlined in Section 4 as related to the study area cities. As shown in the table, under the existing conditions each of the four (4) study intersections are operating at an acceptable LOS based on the application of the ICU methodology. Level of Service worksheets are provided under Appendix B. Study Intersection Traffic Control Peak Hour V/C LOS 1. MacArthur Boulevard at I-▇▇▇ ▇▇ ▇▇▇▇▇▇,▇ Signal AM 0.663 B PM 0.720 C 2. MacArthur Boulevard at Michelson Drive1 Signal AM 0.727 C PM 0.855 D 3. MacArthur Boulevard at Campus Drive1,2 Signal AM 0.695 B PM 0.751 C 4. Campus Drive at Airport Way2 Signal AM 0.358 A PM 0.623 B
1. Based on City of Irvine intersection analysis methodology.
2. Based on City of Newport Beach intersection analysis methodology. 3. Based on CMP intersection analysis methodology.
4.1 Level of Service (LOS) Methodologies
4.2 Analysis Scenarios