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SR-506-003-04 (15) . . q-B . ~P~-O()3-ot/ , MAY 1 4 1991 LUTM:PB:RF:db:losreprt:desk:genserv Santa Monica, California council Meeting, May 14, 1991 To: Mayor and City Council From: city staff subject: Recommendation to Designate a Methodology to be Used in Traffic Studies to Calculate Level of Service Introduction This report recommends the City council designate a methodology to be used in traffic studies to calculate level of service. Discussion At the April 23rd study session the city council was presented with information about the methodologies that are currently being used to calculate the traffic level of service at intersections in conjunction with traffic studies. Level of service (LOS) is a qualitative measure that is used to describe the condition of traffic flow at an intersection. The level of service can range from A, representing free flow conditions, to F, representing an intersection substantially at capacity. During the study session the City council was presented with information about the three methodologies that are currently being used throughout Southern California to calculate level of service: the Critical Movement Analysis (CMA) methodology, the Highway Capacity Manual (HeM) delay methodology and the 9-./J - 1 - MAY 1 4 199J . . Intersection Capacity Utilization ( lCU) methodology. The City currently requires the use of the CMA methodology for traffic studies of proposed projects in the city. As was indicated at the study session, the methodology of calculating level of service is also being examined by the Los Angeles County Transportation Commission (LACTC) Congestion Management Agency. As a result of the passage of Proposition 111, every urban county in the state is required to develop a Congestion Management Plan. Part of the Los Angeles County plan includes an examination of level of service standards. It is necessary for the city's choice of methodology to be compatible with the methodology adopted by the LACTC. However, it is likely that any of the three methodologies being considered by the City will be compatible with the Congestion Management Plan. On April 24, 1991, the consultant retained by the LACTC to review the issue of level of service, recommended the LACTC adopt the ICU methodology for the first year and the HCM Planning methodology for subsequent years. The HCM Planning methodology is not the same methodology discussed at the council study session. It is a very simple study giving a qualitative answer. However, at this time, the LACTC has not taken any action on the consultant's recommendation. A draft plan is expected mid May which will reflect the LACTC staff's recommendation on this and other subjects. The following is a summary of each methodology: the HeM method of intersection capacity analysis considers the details of each - 2 - . . approach and each separate movement within each approach. It calculates the per vehicle delay for each movement and assigns a level of service to each. It then considers all approaches and movements and provides a summary of the level of service for the entire intersection. This method requires detailed information on all prevailing traffic, roadway, and signalization conditions at the intersection. Data requirements include traffic volumes by vehicle type, specific geometric conditions including street and lane widths, parking characteristics including permitted areas and use patterns, pedestrian activity, and details of signal timing. It also requires the user to identify a saturation flow rate for each approach of the intersection on a per lane basis. The output from this method is an average delay per vehicle and level of service rating for each approach and for the intersection as a whole. The CMA method is a procedure that incorporates the effects of geometry and traffic signal operation and results in a volume to capacity ratio used to determine level of service for the intersection as a whole operating unit. The analytical base for this method is the understanding that each signalized intersection has a combination of conflicting movements which must be accommodated. The output from this method is a volume/capacity (v/c) ratio and a level of service for the intersection as a whole. . The reu uses the same principles as the CMA. The primary difference is that the leu develops a v/c ratio for each separate movement, identifies those that are critical, and then adds them. - 3 - . . As indicated, the CMA identifies the critical movements, adds them and then calculates the v/c for the entire intersection. All three methodologies are accepted throughout Southern California and probably the nation. The CMA and ICU methods are similar and are based on a comparison of the actual traffic volume at an intersection and the intersection's theoretical traffic volume capacity during an hour. The HCM method involves a more detailed calculation and equates a level of service to a delay per vehicle. Additional Traffic Study Methodoloqy Issues At various city/community meetings, members of the public have also questioned other aspects of traffic analysis done by the city. One such issue relates to which primary source for trip generation rates should be used for proposed projects. Trip generation rates are average values which are used to estimate the number of traffic trips which would be generated by a proposed use or development. The city currently requires the use of the most current volume of the Institute of Transportation Engineers (ITE) Trip Generation Manual. This manual is extensively used by professionals throughout the country. Additional sources which have similar information are the San Diego Association of Governments (SANDAG) Trip Generation Manual and other trip generation studies which have been performed by other agencies or consultants. As indicated at the study session, the most precise for trip rates is to develop trip rates specifically for Santa Monica. However, this is an extremely expensive and cumbersome process and is not practical at this - 4 - . . t.ime. since the city does not have the resources to conduct its own set of trip generation studies nor do we believe that the results of such studies would be of significant difference from the ITE values, staff believes the best and most thorough source of information is the ITE Trip Generation Manual. Another issue which has recently been discussed is the methodology of how to count traffic for traffic studies. For example, for an afternoon peak hour traffic count, the current practice calls for the intersection to be counted for a two-hour period during the afternoon peak period (generally 4:00 pm to 6:00 pm) with the numbers of cars traveling through the intersection recorded every 15 minutes. Typically these counts are taken on a Tuesday, Wednesday or Thursday to capture a "typicalll average weekday period. When the actual counting is completed, the four highest, consecutive 15 minute periods are chosen for the peak hour. This peak hour number is then used to calculate the intersection's level of service. Alternate counting methods are available and have recently been discussed in public forums. One alternative method includes counting an intersection in a similar manner, but counting for five consecutive weekdays and then averaging all of the data for the five day period to develop one peak hour nUInber. Another method counts an intersection for 15 minutes and then multiplies the count by four to develop a peak hour number. The method the City currently uses is the standard methodology for counting used by most traffic engineers. The five-day - 5 - . . averaging methodology is available, but is burdensome and costly and may not provide any more accurate information. The 15-minute method often provides false, inaccurate information. Related Issues During the study session, questions arose as to the impact the Council designation would have on traffic study costs, the time required to complete a traffic study, and the progress of the civic Center Specific Plan and Pier EIRs. If the Council chooses to designate the CMA or lCU methodologies, there will be no impact on traffic study costs or time. If the Council chooses to designate the HCM methodology, it is estimated the costs of traffic studies will increase by 30 to 50 percent and the length of time required to complete a study will increase by one to two months. with regard to the council's action on methodology and the impact on the Civic Center and Pier EIRs, unless otherwise directed by the Council, staff plans to continue progress on these studies. These reports are currently in the staff review stage and should be presented as a draft EIR soon. The Council should note the traffic study portion of these EIRs is using the CMA methodology and other practices previously used for traffic studies. If the Council chooses to have these studies use another methodology, the Council should direct staff to do so in conjunction with the designation of level of service methodology with the under- standing this will result in a significant delay of these reports, perhaps as much as one year and added costs. - 6 - . . Moratorium Work proqram If the City Council chooses to designate the HCM methodology, it will be necessary to extend the time period for the MEA and the overall Moratorium work program by at least two months. This additional time is necessary to obtain the additional information needed to conduct the HCM calculations. In addition, during the Planning commission discussion on the MEA, some Commssioners asked to include summer counts in the evaluation. At that time, staff indicated summer counts would not fit into the present time constraints of the Moratorium work program. However, the Commission believed it was important to include this information. Therefore, if the Council agrees it is appropriate to include summer counts, it will be necessary for the Council to extend the Moratorium work program by an addi- tional month. In summary, if the Council chooses the HCM methodolgy and chooses to include summer counts, the Moratorium work program must be extended by a total of three (3) months. Summary The following is a summary of the potential actions and information the Council should consider. L The Council should designate a methodology to calculate level of service. 2. The Council should decide whether to act on the issues of trip generation and traffic counts. - 7 - . . 3. If the Council chooses the CMA or the lCU methodologies the cost and time to conduct traffic studies will not change from current practices. 4. If the council chooses the HCM methodology the cost of traffic studies will increase by 30 to 50 percent and the time required to complete a study will increase by one to two months. 5. The Pier and civic Center EIRs will proceed as planned, in- cluding using the CMA methodology, unless otherwise directed by the Council. 6. If the Council chooses the HCM methodology, the Council must extend the Moratorium work program by two months. 7. If the Council chooses to include summer weekday traffic in- formation in the MEA, the Council must extend the Moratorium work program by one month. Recommendation It is recommended the City Council designate a methodology to be used on all traffic studies to calculate level of service at intersections. In reviewing the information presented on the three methodologies, staff believes that all three are acceptable for the purpose of doing project specific traffic impact studies. However, if the Council believes the City should start collecting the more detailed data, presented in terms of delay of travel and other impediments to travel rather than the ratio of volume to capacity derived from the CMA and lCU methods, and the Council believes such data is worth the added time and cost associated with the HCM method, then staff recommends that the City Council select the HCM methodology for traffic studies. If the City council designates the HCM methodology, it is also recommended the Moratorium work program be extended for two months. staff also recommends that the City Council choose to - 8 - ....... - - - . . include summer weekday counts in the MEA and therefore extend the Moratorium work program one additional month. The total additional time for the HCM and summer counts would thus be three months. With regard to any other related traffic study issues, such as trip generation rates or traffic counting methodologies, staff recommends that the Council take no action and leave these technical study issues to the City Parking and Traffic Engineer's best professional judgement. Prepared by: Paul Berlant, Director of Land Use and Transportation Management Ron Fuchiwaki, city Parking & Traffic Engineer - 9 -