Common use of Develop Peak Period Traffic Operations Model Clause in Contracts

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B52-6FE2-4CCA-85E1-65F1BBF3295C DocuSign Envelope ID: 4ADCA196-070B-414B-84B9-71706552ABDA Contract No. 36-6IDP5366 PeopleSoft Contract No. 5681 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B520FF49D32-6FE2D279-4CCA-85E14718-65F1BBF3295C B36E-004C4194E751 DocuSign Envelope ID: 4ADCA19633059790-070B-414B-84B99D6A-4832-71706552ABDA 8E47-37328128C4A4 Contract No. 36-6IDP5366 6IDP5430 PeopleSoft Contract No. 5681 5682 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B52BC9C016B-5A52-6FE245C4-4CCA-85E1B28D-65F1BBF3295C A91989A94E2D DocuSign Envelope ID: 4ADCA196DEE8D1E1-070B-414B-84B9E43A-4EEA-8FC1-71706552ABDA F207966DDF38 Contract No. 36-6IDP5366 6IDP5368 PeopleSoft Contract No. 5681 5683 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B52F2FBC84C-6FE2FAF2-4CCA-85E148EB-65F1BBF3295C B372-AE084F522D98 DocuSign Envelope ID: 4ADCA196FF5C91A2-070B-414B-84B9ECF2-71706552ABDA 41F9-B9A9-7A5C5F04D96D Contract No. 36-6IDP5366 6IDP5370 PeopleSoft Contract No. 5681 5685 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B52D3D386F2-6FE29BB1-4CCA-85E146C4-65F1BBF3295C A6B5-298DBCC339A1 DocuSign Envelope ID: 4ADCA196289281F7-070B-414B-84B943A6-71706552ABDA 4F0C-BC8B-BFB572B13384 Contract No. 36-6IDP5366 6IDP5376 PeopleSoft Contract No. 5681 5675 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B52FDEAC86F-5E2C-4774-6FE280F7-4CCA-85E1-65F1BBF3295C D16ABCDC6AED DocuSign Envelope ID: 4ADCA196BD8C3DAD-658B-42FA-070B-414B-84B9BFD0-71706552ABDA FFECD08D31CF Contract No. 36-6IDP5366 6IDP5371 PeopleSoft Contract No. 5681 5690 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.

Develop Peak Period Traffic Operations Model. The Engineer shall develop a traffic operations model for the study corridor utilizing common industry software. The Engineer and the State shall agree upon and identify the traffic simulation and analysis software to be utilized for the study corridor such as VISSIM, VISTRO, and SimTraffic/Synchro. Videos of the model analysis shall be prepared for use at the second public meeting to represent existing conditions and anticipated conditions assuming implementation of recommended improvements. The simulation model shall be developed for the weekday PM peak period. In addition, either the AM peak period or weekend peak period shall be modeled, depending on which is determined to be more critical based on traffic volume data collected for each traffic analysis segment. The model shall include the signalized cross streets and un-signalized intersections listed, as well as driveways within the analysis segment. Driveways for which turning movement counts shall be conducted shall be identified by the Engineer during field reconnaissance at the beginning of this project. Traffic volumes for driveways not counted shall be estimated based on the representative driveway counts conducted. The traffic analysis shall result in an evaluation of various performance measures, which could include capacity and level-of-service, vehicular delay, travel time and speed, and fuel consumption. The existing conditions traffic simulation model shall be used for the traffic operations evaluation of short-term improvements developed. The results of the model shall be used to compare roadway and intersection traffic operations before and after the implementation of the recommended short-term access management measures. While no Congestion Mitigation and Air Quality (CMAQ) funding is involved in this planning level study, air quality benefits for delay reduction may be calculated by the Metropolitan Planning Organization (MPO) for future use as a possible State Implementation Plan commitment. This shall require the MPO modeling a forecasted year using one of the years the MPO already models to minimize input needs. The models shall be utilized by the Engineer for more detailed traffic operations analyses at major intersections. This analysis shall result in an evaluation of various performance measures, which could include capacity and LOS, vehicle DocuSign Envelope ID: 04C16B52D3D960FD-6FE2BE0E-44B3-4CCA-85E1803B-65F1BBF3295C B86D69AFA793 DocuSign Envelope ID: 4ADCA196D1D750F4-070B-414B-84B9C3E4-71706552ABDA 4ADA-8F53-8D32970E4F27 Contract No. 36-6IDP5366 6IDP5364 PeopleSoft Contract No. 5681 5689 delays, fuel consumption, and air emissions. Any such detailed future modeling for air quality benefits shall be conducted by the MPO, not the Engineer. The MPO modeling inputs, outputs, and applicable networks shall be made available to the Engineer.