MEMORANDUM TO: Bob Zagozda, Chief Financial Officer Westside Community Schools FROM: Mark Meisinger, PE, PTOE Felsburg Holt & Ullevig DATE: June 11, 218 6-11-18 SUBJECT: Sunset Hills Elementary School Boundary Study Felsburg Holt & Ullevig (FHU) has conducted a school boundary study for Sunset Hills Elementary School in Omaha, Nebraska. Westside Community Schools is investigating a possible boundary change for Sunset Hills, moving the east boundary from 9 th Street to 87 th Street, and moving the north boundary from Pacific Street to Leavenworth Street. This study includes analysis of traffic counts and MUTCD traffic signal warrants at the study intersections, a pedestrian walking map located within the school s boundary area, and recommendations for improvements. The following sections summarize the study area, data collection and observations, analyses / evaluation, and recommendations. Study Area The current boundary for Sunset Hills Elementary School includes Pacific Street on the north, 9 th Street on the east, and the Big Papio Trail on the south and west. With the proposed boundary change, the north boundary will move to Leavenworth Street and the east boundary will move to 87 th Street. The following unsignalized intersections were analyzed as part of this study: 93 rd Street & Pacific Street 9 th Street & Hickory Street Pacific Street and Hickory Street run east-west and 9 th Street and 93 rd Street run north-south. Sunset Hills Elementary School (Westside Community Schools) is located long Walnut Street between 93 rd Street and 96 th Street. Roadway Geometrics and Pedestrian Facilities In the study area, 9 th Street is a four-lane roadway undivided roadway with a speed limit of 35 miles per hour (mph). In the study area, signalized intersections are provided on 9 th Street at Pacific Street and Arbor Street. Pacific Street is a four-lane undivided roadway with a speed limit of 35 mph east of 96 th Street and 4 mph west of 96 th Street. The intersections of Pacific Street with 96 th Street, 87 th Avenue, and 87 th Street are signalized. The current lane arrangements and traffic control for the study area intersections are described below: 93 rd Street & Pacific Street On 93 rd Street, a single shared left/through/right lane is provided on both the northbound and southbound approaches. Both side street approaches are stop-controlled. The speed limit on 93 rd Street is 25 mph. 9 th Street & Hickory Street On Hickory Street, a single shared left/through/right lane is provided on both the eastbound and westbound approaches. Both side street approaches are stop-controlled. The speed limit on Hickory Street is 25 mph.
June 11, 218 Sunset Hills Elementary School Boundary Study Page 2 Pedestrian Facilities A sidewalk network is provided along Pacific Street and 9 th Street in the study area. The existing pedestrian facilities include: Sidewalk is located on both the north and south sides of Pacific Street within the study area. Between 96 th Street and 93 rd Street, several utility poles obstruct the sidewalk on the north side of Pacific Street. This forces pedestrians and bicyclists to move closer to the street creating uncomfortable conditions. There is sidewalk on both the west and east sides of 9 th Street within the study area. Sidewalk is located on the south side of Walnut Street in front of Sunset Hills Elementary School. There are also areas of sidewalk provided in the residential neighborhood north of Pacific Street between 96 th Street and 93 rd Street. The Big Papio Trail is located southwest of Sunset Hills Elementary School and connects to the school by the Sunset Hills Pool. Data Collection Peak period turning movement counts were conducted by MNRG, LLC at the intersection of 93 rd Street and Pacific Street on Wednesday, March 21 st, 218. The AM peak hour was determined to be 7:15 AM to 8:15 AM, and the PM peak hour was 4:45 PM to 5:45 PM. Counts were also collected at the intersection of 9 th Street and Hickory Street on Thursday, March 22 nd, 218. The AM peak hour was determined to be 7:15 AM to 8:15 AM, and the PM peak hour was 4:3 PM to 5:3 PM. The City of Omaha also provided historical traffic counts for the study area intersections, including estimated ADTs. The traffic count data was summarized and is attached. Figure 1 displays the AM and PM peak hour volumes as well as 24-hour counts for the study area. Existing 218 Traffic Operations Analysis Traffic operations were analyzed for the study intersections using procedures documented in the Highway Capacity Manual (HCM) 6 th Edition, Transportation Research Board, 216. From the analyses, a key measure or level of service rating of the traffic operational condition was obtained. In general, level of service (LOS) is a qualitative assessment of traffic operational conditions within a traffic stream in terms of the average stopped delay per vehicle at a controlled intersection. Levels of service are described by a letter designation of either A, B, C, D, E or F, with LOS A representing essentially uninterrupted flow, and LOS F representing a breakdown of traffic flow with noticeable congestion and delay. Unsignalized, or stop sign controlled, intersection capacity analyses produce LOS results for each movement which must yield to conflicting traffic at the intersection. Table 1 summarizes LOS criteria for signalized and unsignalized (stop sign controlled) intersections. Table 1. Level of Service (LOS) Criteria Average Control Delay per Vehicle (sec/veh) Level of Service Signalized Stop Sign Controlled Intersections Intersections A 1 1 B > 1 to 2 > 1 to 15 C > 2 to 35 > 15 to 25 D > 35 to 55 > 25 to 35 E > 55 to 8 > 35 to 5 F > 8 > 5 HCM 21, Exhibit 18-4 & Exhibit 19-1
June 11, 218 Sunset Hills Elementary School Boundary Study Page 3 The Synchro traffic analysis software program was utilized to analyze traffic operations at the study intersections. Figure 1 shows the lane geometry, traffic control, and levels of service for 218 existing traffic conditions. Capacity analysis worksheets for existing traffic conditions are attached. At the intersection of 93 rd Street with Pacific Street, the eastbound and westbound approaches currently operate at LOS B or better in both the AM and PM peak hours. The southbound approach currently operates at LOS D in the AM peak hour and LOS F in the PM peak hour and the northbound approach operates at LOS E is the AM peak hour and LOS F in the PM peak hour. At the intersection of 9 th Street with Hickory Street, the northbound and southbound approaches currently operate at LOS B or better in both the AM and PM peak hours. The westbound approach currently operates at LOS D in both the AM and PM peak hours and the eastbound approach operates at LOS D in the AM peak hour and LOS F in the PM peak hour. Traffic Control Device Warrant Evaluation A review of the study area intersections was performed to determine if MUTCD traffic signalization Warrant 1 (Eight-Hour Vehicular Volume) or Warrant 2 (Four-Hour Vehicular Volume) are satisfied under existing (218) traffic volumes. Twelve-hour traffic counts were conducted, tabulated, and analyzed. Both intersections were analyzed as urban intersections. 93 rd Street & Pacific Street For this analysis, Pacific Street, the major approach, was analyzed as having two or more lanes of moving traffic and 93 rd Street, the minor approach, was analyzed as having one lane of moving traffic. Traffic volumes at the intersection did not satisfy MUTCD Warrants 1 or 2 under 218 traffic conditions. 9 th Street & Hickory Street For this analysis 9 th Street, the major approach, was analyzed as having two or more lanes of moving traffic and Hickory Street, the minor approach, was analyzed as having one lane of moving traffic. Traffic volumes at the intersection did not satisfy MUTCD Warrants 1 or 2 under 218 traffic conditions. Attached is a summary of MUTCD Warrants 1 and 2 for the study intersections. MUTCD traffic signal Warrants 1 and 2 were not satisfied at either of the study intersections. Warrants 4 and 5 (pedestrian and school) were not analyzed as there is not currently a pedestrian crossing at the study location. Proposed Traffic Conditions Westside Community Schools desires to cross pedestrians on 9 th Street between Hickory Street and Shirley Street. A pedestrian crossing of a 4-lane undivided roadway with over 2, ADT is undesirable and traffic control should be investigated; this is the condition on 9 th Street at Shamrock Road where a pedestrian signal is located. To avoid signalization between Hickory Street and Shirley Street, a two-stage crossing of 9 th Street with a pedestrian refuge island and flashing beacons could be implemented. To facilitate a two-stage crossing of 9 th Street, a lane reconfiguration was investigated on 9 th Street between Pacific Street and Arbor Street. The reconfiguration would convert the existing 4-lane undivided roadway into a 3-lane roadway with a center left turn lane. Table 2 depicts a planning level capacity analysis for 9 th Street with various lane configurations using 216 ADTs published by MAPA and an assumed 1% annual growth rate to 24. As depicted, LOS F conditions would be expected if 9 th Street was converted from a 4-lane cross section to a 3-lane cross section. Figure 2 shows the lane geometry, traffic control, and levels of service for 218 traffic conditions with a 3- lane cross section on 9 th Street at the evaluated pedestrian crossing location. At the intersection of 9 th Street with Hickory Street, the northbound and southbound approaches would be anticipated to operate at LOS B or better in both the AM and PM peak hours. The eastbound approach is expected to operate at
June 11, 218 Sunset Hills Elementary School Boundary Study Page 4 LOS D in the AM peak hour and LOS F in the PM peak hour and the westbound approach is anticipated to operate at LOS E in both the AM peak and PM peak hour. Table 2. Location 9th Street (N of Pacific) 9th Street (Pacific- Arbor) 9th Street (Arbor- Center) 2 9 th Street Roadway Capacity Analysis MAPA Model 1% annual growth 9th Street Traffic Study 216 24 Scenario Existing Proposed Existing Proposed Existing Existing Facility Type 4 - Lane Urban Undivided 3 - Lane Urban w/ TWLTL 4 - Lane Urban Undivided 3 - Lane Urban w/ TWLTL 5 - Lane Urban w/ TWLTL 5 - Lane Urban w/ TWLTL MAPA ADT V/C Ratio LOS Est. ADT V/C Ratio LOS MAPA LOS E Threshold (upper limit) 1 21,7.83 D 27,6 1.6 F 26, 21,7 1.28 F 27,6 1.62 F 17, 2,2.78 D 25,7.99 E 26, 2,2 1.19 F 25,7 1.51 F 17, 21,1.61 C 26,8.78 D 34,4 21,1.61 C 26,8.78 D 34,4 Pedestrian Walking Map A pedestrian walking plan was developed to identify appropriate locations for student to cross 9 th Street and Pacific Street. The proposed pedestrian walking map is shown on Exhibit A. Walnut Street, Shirley Street, Arbor Street, 88 th Street, 93 rd Street, and 96 th Street were identified as recommended routes for children walking to Sunset Hills Elementary School. A new pedestrian crossing on 9 th Street between Pacific Street and Arbor Street would serve both Sunset Hills Elementary School, Westside High School, and Westside Middle School. If a new crossing is desired, it should have a higher level of control above signs only, and it should be located between Hickory Street and Shirley Street. A pedestrian crossing was also evaluated on Pacific Street between 93 rd Street and 93 rd Avenue. However, due to the high speeds, traffic volumes, and grades on Pacific Street, the installation of a pedestrian crossing is not recommended. Proposed Improvements and Recommendations A variety of improvements are recommended to improve operations and safety in the study area: Install school crossing signs (S1-1 and W16-7P) and crosswalk markings at the intersections of 9 th Street with Pacific Street (all legs) and 96 th Street with Pacific Street (south and west legs only). Due to the high speeds, traffic volumes, and grades on Pacific Street, a pedestrian crossing is not recommended at Pacific Street between 93 rd Street and 93 rd Avenue. A pedestrian crossing at 9 th Street between Hickory Street and Shirley Street would provide children living east of 9 th Street a safe path to Sunset Hills Elementary School. A lane reconfiguration of 9 th Street from a 4-lane undivided roadway to a 3-lane roadway with center left turn lane was evaluated. Due to the existing and projected ADT of over 2,, with a 3-lane cross section the V/C ratio is over 1. and LOS F conditions would be expected. As such, the 4-lane cross section should remain. An unsignalized pedestrian crossing of 9 th Street is not recommended. If a crossing is installed, a higher level of control above signs should be used.
18,434 57 16(14) 2(1) 11(5) 8(19) 1119(1) 21(24) 13(2) 625(1245) 6(6) 8(6) (3) 13(13) Pacific St. 18,447 24,18 21,43 23,34 25,542 d/f STOP a/a b/b a/b a/a STOP e/f 93rd St. 49 9th St. 15,921 2,63 a/a b/a STOP d/d d/f STOP a/b a/a Hickory St. 268 376 3(4) 635(118) 12(13) 1(4) 4(3) 12(2) 27(22) 3(8) 8(2) 6(9) 956(775) 16(7) 463 388 LEGEND 15,816 2,614 XXX(XXX) = AM(PM) Peak Hour Traffic Volumes XXXX = 218 24-Hour Counts XXXX = City Estimated ADT s x/x = AM/PM Peak Hour Unsignalized Intersection Level of Service STOP = Stop Sign NORTH Existing Traffic Conditions Sunset Hill Elementary School Traffic Study 18-121 6/11/18 FIGURE 1
9th St. d/f b/a STOP STOP e/e a/b Hickory St. 3(4) 635(118) 12(13) 1(4) 4(3) 12(2) 27(22) 3(8) 8(2) 6(9) 956(775) 16(7) LEGEND XXX(XXX) x/x STOP = AM(PM) Peak Hour Traffic Volumes = AM/PM Peak Hour Unsignalized Intersection Level of Service = Stop Sign NORTH Traffic Conditions with 3-Lane 9th Street Sunset Hill Elementary School Traffic Study 18-121 4/23/18 FIGURE 2
9th St Legend: Proposed Walking Route Existing Trail Existing Sidewalk Leavenworth Existing Crossing Evaluated Crossing Recom. School Signs Recom. Marked Crosswalk Traffic Signal Pacific St 96th St 93rd St Westside High School Hickory St Sunset Hills Elementary School Shirley St Dorcas St Arbor St Westside Middle School Oakdale Elementary School Exhibit A Walking Route Map North 5' 1' SCALE: 1"=1' Sunset Hills Elementary School Study Westside Community Schools Omaha, NE
HCM 6th TWSC 12: 9th Street & Hickory Street 4/25/218 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 12 8 3 27 6 956 16 12 635 3 Future Vol, veh/h 1 4 12 8 3 27 6 956 16 12 635 3 Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 1 8 2 Mvmt Flow 1 5 14 9 3 31 7 186 18 14 722 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1311 187 363 151 1862 552 725 114 Stage 1 752 752-119 119 - - - - - - - Stage 2 559 1118-392 753 - - - - - - - Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.26 - - Critical Hdwy Stg 1 6.5 5.5-6.5 5.5 - - - - - - - Critical Hdwy Stg 2 6.5 5.5-6.5 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.28 - - Pot Cap-1 Maneuver 119 73 64 86 74 483 887 - - 594 - - Stage 1 373 421-227 288 - - - - - - - Stage 2 486 285-61 42 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 12 69 64 76 7 483 887 - - 594 - - Mov Cap-2 Maneuver 12 69-76 7 - - - - - - - Stage 1 365 45-222 282 - - - - - - - Stage 2 44 279-567 44 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.4 3.1.2.4 HCM LOS D D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 887 - - 196 186 594 - - HCM Lane V/C Ratio.8 - -.99.232.23 - - HCM Control Delay (s) 9.1.1-25.4 3.1 11.2.2 - HCM Lane LOS A A - D D B A - HCM 95th %tile Q(veh) - -.3.9.1 - - 18-121 Westside Sunset Hills 4/11/218 218 Existing AM Conditions Synchro 1 Report FHU Page 1
HCM 6th TWSC 9: 93rd Street & Pacific Street 4/25/218 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 1119 21 6 625 13 8 13 11 2 16 Future Vol, veh/h 8 1119 21 6 625 13 8 13 11 2 16 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 89 89 89 89 89 89 89 89 89 89 89 89 Heavy Vehicles, % 13 1 2 15 Mvmt Flow 9 1257 24 7 72 15 9 15 12 2 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 717 1281 1653 218 641 1371 223 359 Stage 1 - - - - - - 1287 1287-724 724 - Stage 2 - - - - - - 366 731-647 1299 - Critical Hdwy 4.36 - - 4.1 - - 7.5 6.5 6.9 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5-6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5-6.5 5.5 - Follow-up Hdwy 2.33 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 81 - - 549 - - 66 59 422 17 59 643 Stage 1 - - - - - - 177 237-388 433 - Stage 2 - - - - - - 631 43-431 234 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 81 - - 549 - - 59 56 422 99 56 643 Mov Cap-2 Maneuver - - - - - - 59 56-99 56 - Stage 1 - - - - - - 17 228-373 424 - Stage 2 - - - - - - 597 421-4 225 - Approach EB WB NB SB HCM Control Delay, s.3.2 4 31.3 HCM LOS E D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 126 81 - - 549 - - 169 HCM Lane V/C Ratio.187.11 - -.12 - -.193 HCM Control Delay (s) 4 9.5.2-11.6.1-31.3 HCM Lane LOS E A A - B A - D HCM 95th %tile Q(veh).7 - - - -.7 18-121 Westside Sunset Hills 4/11/218 218 Existing AM Conditions Synchro 1 Report FHU Page 1
HCM 6th TWSC 12: 9th Street & Hickory Street 4/25/218 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 3 2 2 8 22 9 775 7 13 118 4 Future Vol, veh/h 4 3 2 2 8 22 9 775 7 13 118 4 Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 1 - - 1 - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 1 Mvmt Flow 4 3 2 2 9 23 1 824 7 14 183 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1977 1964 185 1964 1963 828 187 831 Stage 1 1113 1113-848 848 - - - - - - - Stage 2 864 851-1116 1115 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5-6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5-6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 47 64 266 48 64 374 649 - - 81 - - Stage 1 255 286-359 38 - - - - - - - Stage 2 352 379-254 286 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 38 62 266 45 62 374 649 - - 81 - - Mov Cap-2 Maneuver 38 62-45 62 - - - - - - - Stage 1 251 281-354 374 - - - - - - - Stage 2 317 373-245 281 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 82.1 39.4.1.1 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 649 - - 56 138 81 - - HCM Lane V/C Ratio.15 - -.171.247.17 - - HCM Control Delay (s) 1.6 - - 82.1 39.4 9.5 - - HCM Lane LOS B - - F E A - - HCM 95th %tile Q(veh) - -.6.9.1 - - 18-121 Westside Sunset Hills 4/11/218 218 Existing PM Conditions Synchro 1 Report FHU Page 1
HCM 6th TWSC 9: 93rd Street & Pacific Street 4/25/218 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 1 24 6 1245 2 6 3 13 5 1 14 Future Vol, veh/h 19 1 24 6 1245 2 6 3 13 5 1 14 Conflicting Peds, #/hr Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 97 97 97 97 97 97 97 97 97 97 97 97 Heavy Vehicles, % 1 8 Mvmt Flow 2 131 25 6 1284 21 6 3 13 5 1 14 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 135 156 1739 241 528 1864 243 653 Stage 1 - - - - - - 184 184-137 137 - Stage 2 - - - - - - 655 1317-557 196 - Critical Hdwy 4.1 - - 4.1 - - 7.5 6.5 7.6 7.5 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.5 5.5-6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5-6.5 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.38 3.5 4 3.3 Pot Cap-1 Maneuver 537 - - 667 - - 57 34 48 46 34 415 Stage 1 - - - - - - 235 296-172 232 - Stage 2 - - - - - - 426 229-487 292 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 537 - - 667 - - 49 3 48 37 3 415 Mov Cap-2 Maneuver - - - - - - 49 3-37 3 - Stage 1 - - - - - - 214 269-156 224 - Stage 2 - - - - - - 396 221-425 265 - Approach EB WB NB SB HCM Control Delay, s.7.2 59.6 5.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 88 537 - - 667 - - 99 HCM Lane V/C Ratio.258.36 - -.9 - -.28 HCM Control Delay (s) 59.6 12.5-1.4.2-5.7 HCM Lane LOS F B A - B A - F HCM 95th %tile Q(veh).9.1 - - - -.7 18-121 Westside Sunset Hills 4/11/218 218 Existing PM Conditions Synchro 1 Report FHU Page 1
HCM 6th TWSC 12: 9th Street & Hickory Street 4/25/218 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 1 4 12 8 3 27 6 956 16 12 635 3 Future Vol, veh/h 1 4 12 8 3 27 6 956 16 12 635 3 Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 1 - - 1 - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88 Heavy Vehicles, % 1 8 2 Mvmt Flow 1 5 14 9 3 31 7 186 18 14 722 3 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1878 187 724 187 1862 195 725 114 Stage 1 752 752-119 119 - - - - - - - Stage 2 1126 1118-761 753 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.18 - - Critical Hdwy Stg 1 6.1 5.5-6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5-6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.272 - - Pot Cap-1 Maneuver 55 73 429 56 74 262 887 - - 611 - - Stage 1 45 421-257 288 - - - - - - - Stage 2 251 285-41 42 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 46 71 429 5 72 262 887 - - 611 - - Mov Cap-2 Maneuver 46 71-5 72 - - - - - - - Stage 1 42 411-255 286 - - - - - - - Stage 2 217 283-375 41 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 3.6 48.3.1.2 HCM LOS D E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 887 - - 16 125 611 - - HCM Lane V/C Ratio.8 - -.121.345.22 - - HCM Control Delay (s) 9.1 - - 3.6 48.3 11 - - HCM Lane LOS A - - D E B - - HCM 95th %tile Q(veh) - -.4 1.4.1 - - 18-121 Westside Sunset Hills 4/11/218 218 Proposed AM Conditions Synchro 1 Report FHU Page 1
HCM 6th TWSC 12: 9th Street & Hickory Street 4/25/218 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 3 2 2 8 22 9 775 7 13 118 4 Future Vol, veh/h 4 3 2 2 8 22 9 775 7 13 118 4 Conflicting Peds, #/hr Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 1 - - 1 - - Veh in Median Storage, # - - - - - - - - Grade, % - - - - - - - - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 1 Mvmt Flow 4 3 2 2 9 23 1 824 7 14 183 4 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1977 1964 185 1964 1963 828 187 831 Stage 1 1113 1113-848 848 - - - - - - - Stage 2 864 851-1116 1115 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5-6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5-6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 47 64 266 48 64 374 649 - - 81 - - Stage 1 255 286-359 38 - - - - - - - Stage 2 352 379-254 286 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 38 62 266 45 62 374 649 - - 81 - - Mov Cap-2 Maneuver 38 62-45 62 - - - - - - - Stage 1 251 281-354 374 - - - - - - - Stage 2 317 373-245 281 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 82.1 39.4.1.1 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 649 - - 56 138 81 - - HCM Lane V/C Ratio.15 - -.171.247.17 - - HCM Control Delay (s) 1.6 - - 82.1 39.4 9.5 - - HCM Lane LOS B - - F E A - - HCM 95th %tile Q(veh) - -.6.9.1 - - 18-121 Westside Sunset Hills 4/11/218 218 Proposed PM Conditions Synchro 1 Report FHU Page 1
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 9th & Hickory Site Code: 91 Start Date: 3/22/218 Page No: 1 Turning Movement Data Hickory St Hickory St 9th St 9th St Start Time Eastbound Westbound Northbound Southbound Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 6:3 AM 2 1 1 4 1 1 97 1 98 85 1 86 189 6:45 AM 2 3 5 3 3 14 14 89 2 89 237 Hourly Total 4 1 4 9 4 4 237 1 238 174 1 2 175 426 7: AM 2 2 1 1 2 134 1 137 2 15 17 247 7:15 AM 4 4 2 5 7 234 2 236 2 14 142 389 7:3 AM 3 3 6 1 5 6 3 249 6 258 4 21 1 26 476 7:45 AM 2 2 3 2 14 19 2 264 6 272 6 151 157 45 Hourly Total 3 11 14 5 3 25 33 7 881 15 93 14 597 1 612 1562 8: AM 1 1 3 5 3 3 6 1 29 2 212 143 2 145 368 8:15 AM 1 1 2 2 4 8 1 197 1 199 148 148 356 8:3 AM 1 3 4 2 6 8 162 1 163 2 121 1 124 299 8:45 AM 1 1 1 3 4 2 153 155 1 14 1 16 266 Hourly Total 2 2 7 11 6 4 16 26 4 721 4 729 3 516 4 523 1289 9: AM 1 1 1 1 8 1 1 117 1 119 17 1 18 238 9:15 AM 2 2 1 4 5 153 153 3 122 125 285 9:3 AM 1 5 6 2 118 12 2 13 2 17 233 9:45 AM 1 2 3 5 5 2 133 1 1 136 3 11 1 15 249 Hourly Total 1 5 6 2 2 22 26 5 521 2 1 528 8 433 4 445 15 1: AM 1 2 3 2 18 11 2 93 95 28 1:15 AM 1 1 1 4 5 1 119 1 121 1 112 113 24 1:3 AM 1 1 2 2 2 121 121 121 1 122 247 1:45 AM 1 4 5 115 115 4 127 1 132 252 Hourly Total 1 2 3 5 1 15 3 463 1 467 7 453 2 462 947 11: AM 3 3 1 2 3 136 3 139 146 1 147 292 11:15 AM 1 1 1 6 1 7 1 136 1 138 3 138 1 142 288 11:3 AM 1 2 3 1 5 6 2 167 1 17 162 3 165 344 11:45 AM 2 1 3 4 1 5 148 1 149 3 146 149 36 Hourly Total 4 6 1 6 1 14 1 21 3 587 6 596 6 592 5 63 123 12: PM 2 1 2 5 2 1 3 2 168 2 172 5 15 2 157 337 12:15 PM 1 1 2 2 2 4 2 154 1 157 1 151 152 315 12:3 PM 1 4 1 5 1 1 5 7 3 166 2 171 4 137 2 143 326 12:45 PM 3 3 1 1 7 9 1 156 157 2 164 1 167 336 Hourly Total 4 1 1 1 15 6 2 15 23 8 644 5 657 12 62 5 619 1314 1: PM 1 1 2 1 16 161 2 143 1 146 39 1:15 PM 1 1 2 1 7 8 1 158 2 161 2 16 162 333 1:3 PM 1 1 4 5 142 1 143 1 145 1 147 295 1:45 PM 1 1 2 3 3 147 147 1 172 1 174 326 Hourly Total 2 1 3 1 6 1 1 14 16 2 67 3 612 6 62 3 629 1263
2: PM 3 3 1 1 2 2 147 149 2 162 1 165 319 2:15 PM 1 1 2 1 1 5 7 1 165 1 167 2 166 1 169 345 2:3 PM 3 1 3 1 1 7 9 161 1 162 1 174 2 177 351 2:45 PM 1 1 1 1 5 7 1 19 1 192 1 17 171 371 Hourly Total 1 1 7 1 9 4 3 18 25 4 663 3 67 6 672 4 682 1386 3: PM 1 1 2 5 5 2 164 166 4 225 229 42 3:15 PM 1 2 3 1 6 8 3 15 26 2 163 165 4 214 2 22 417 3:3 PM 4 4 5 2 1 8 3 22 223 2 221 1 224 459 3:45 PM 3 2 3 3 1 4 2 23 2 234 176 3 179 42 Hourly Total 1 3 11 3 15 16 5 22 43 9 777 2 788 1 836 6 852 1698 4: PM 1 3 4 1 1 4 4 6 3 187 1 191 3 21 213 414 4:15 PM 1 1 2 3 3 1 6 3 26 1 21 27 1 28 426 4:3 PM 1 1 2 8 1 2 192 1 195 3 234 2 239 445 4:45 PM 2 1 1 4 1 2 3 6 2 179 1 182 4 248 1 253 445 Hourly Total 4 2 5 11 5 5 18 5 28 1 764 4 778 1 899 4 913 173 5: PM 2 2 1 3 8 2 12 5 22 1 28 3 258 261 483 5:15 PM 1 1 2 1 3 4 22 4 26 3 278 1 282 494 5:3 PM 2 2 1 1 2 195 3 2 2 233 1 236 439 5:45 PM 1 1 1 1 5 7 7 155 2 164 1 25 1 27 379 Hourly Total 2 1 4 7 2 5 17 2 24 14 754 1 778 9 974 3 986 1795 6: PM 1 1 2 1 4 5 134 2 136 2 172 2 176 319 6:15 PM 1 1 1 2 2 3 3 129 132 5 127 2 134 27 Grand Total 27 15 77 6 119 6 31 21 1 292 72 7882 58 1 812 98 7667 46 2 7811 16234 Approach % 22.7 12.6 64.7 - - 2.5 1.6 68.8 - -.9 98.4.7 - - 1.3 98.2.6 - - - Total %.2.1.5 -.7.4.2 1.2-1.8.4 48.6.4-49.4.6 47.2.3-48.1 - Lights 27 15 76-118 58 31 199-288 69 7784 58-7911 96 7571 46-7713 163 % Lights 1. 1. 98.7-99.2 96.7 1. 99. - 98.6 95.8 98.8 1. - 98.7 98. 98.7 1. - 98.7 98.7 Other Vehicles 1-1 2 2-4 3 98-11 2 96-98 24 % Other Vehicles.. 1.3 -.8 3.3. 1. - 1.4 4.2 1.2. - 1.3 2. 1.3. - 1.3 1.3 Bicycles on Crosswalk - - - 1 - - - - 1 - - - - - - - - - - % Bicycles on Crosswalk - - - 16.7 - - - - 1. - - - -. - - - -. - - Pedestrians - - - 5 - - - - 9 - - - - 1 - - - - 2 - - % Pedestrians - - - 83.3 - - - - 9. - - - - 1. - - - - 1. - -
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 9th & Hickory Site Code: 91 Start Date: 3/22/218 Page No: 3 9th St [SB] 81 7713 15723 1 98 198 811 7811 15921 46 7571 96 96 2 2 46 7667 98 2 R T L P 27 27 L 199 2 21 R Hickory St [EB] 264 4 268 118 1 119 146 3 149 15 15 T 76 1 77 R 1 5 6 P 3/22/218 6:3 AM Ending At 3/22/218 6:3 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L P 31 6 1 9 1 2 31 58 171 292 463 2 4 6 169 288 457 Out In Total Hickory St [WB] L T R P 69 7784 58 3 98 1 72 7882 58 1 775 7911 15616 99 11 2 784 812 15816 9th St [NB] Turning Movement Data Plot
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 9th & Hickory Site Code: 91 Start Date: 3/22/218 Page No: 4 Start Time Turning Movement Peak Hour Data (7:15 AM) Hickory St Hickory St 9th St 9th St Eastbound Westbound Northbound Southbound Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 7:15 AM 4 4 2 5 7 234 2 236 2 14 142 389 7:3 AM 3 3 6 1 5 6 3 249 6 258 4 21 1 26 476 7:45 AM 2 2 3 2 14 19 2 264 6 272 6 151 157 45 8: AM 1 1 3 5 3 3 6 1 29 2 212 143 2 145 368 Total 1 4 12 17 8 3 27 38 6 956 16 978 12 635 3 65 1683 Approach % 5.9 23.5 7.6 - - 21.1 7.9 71.1 - -.6 97.8 1.6 - - 1.8 97.7.5 - - - Total %.1.2.7-1..5.2 1.6-2.3.4 56.8 1. - 58.1.7 37.7.2-38.6 - PHF.25.333.75 -.78.667.375.482 -.5.5.95.667 -.899.5.79.375 -.789.884 Lights 1 4 12-17 8 3 27-38 6 945 16-967 11 625 3-639 1661 % Lights 1. 1. 1. - 1. 1. 1. 1. - 1. 1. 98.8 1. - 98.9 91.7 98.4 1. - 98.3 98.7 Other Vehicles - - 11-11 1 1-11 22 % Other Vehicles... -.... -.. 1.2. - 1.1 8.3 1.6. - 1.7 1.3 Bicycles on Crosswalk - - - - - - - - - - - - - - - - - % Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - - - Pedestrians - - - - - - - - - - - - - - - - - % Pedestrians - - - - - - - - - - - - - - - - - - - - -
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 9th & Hickory Site Code: 91 Start Date: 3/22/218 Page No: 5 9th St [SB] 973 639 1612 11 11 22 984 65 1634 3 625 11 1 1 3 635 12 R T L P Hickory St [EB] 29 29 17 17 12 12 12 12 R 1 1 L 4 4 T P Peak Hour Data 3/22/218 7:15 AM Ending At 3/22/218 8:15 AM Lights Other Vehicles Bicycles on Crosswalk Pedestrians R T L P 27 3 8 27 3 8 32 38 7 1 1 31 38 69 Out In Total Hickory St [WB] L T R P 6 945 16 11 6 956 16 645 967 1612 1 11 21 655 978 1633 9th St [NB] Turning Movement Peak Hour Data Plot (7:15 AM)
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 9th & Hickory Site Code: 91 Start Date: 3/22/218 Page No: 6 Start Time Turning Movement Peak Hour Data (4:3 PM) Hickory St Hickory St 9th St 9th St Eastbound Westbound Northbound Southbound Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 4:3 PM 1 1 2 8 1 2 192 1 195 3 234 2 239 445 4:45 PM 2 1 1 4 1 2 3 6 2 179 1 182 4 248 1 253 445 5: PM 2 2 1 3 8 2 12 5 22 1 28 3 258 261 483 5:15 PM 1 1 2 1 3 4 22 4 26 3 278 1 282 494 Total 4 3 2 9 2 8 22 2 32 9 775 7 791 13 118 4 135 1867 Approach % 44.4 33.3 22.2 - - 6.3 25. 68.8 - - 1.1 98..9 - - 1.3 98.4.4 - - - Total %.2.2.1 -.5.1.4 1.2-1.7.5 41.5.4-42.4.7 54.5.2-55.4 - PHF.5.75.5 -.563.5.667.688 -.667.45.959.438 -.951.813.915.5 -.918.945 Lights 4 3 2-9 2 8 22-32 9 771 7-787 13 113 4-13 1858 % Lights 1. 1. 1. - 1. 1. 1. 1. - 1. 1. 99.5 1. - 99.5 1. 99.5 1. - 99.5 99.5 Other Vehicles - - 4-4 5-5 9 % Other Vehicles... -.... -...5. -.5..5. -.5.5 Bicycles on Crosswalk - - - - - - - - - - - - - - - - - % Bicycles on Crosswalk - - - - - - - -. - - - - - - - - - - - - Pedestrians - - - - - - - 2 - - - - - - - - - - % Pedestrians - - - - - - - - 1. - - - - - - - - - - - -
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 9th & Hickory Site Code: 91 Start Date: 3/22/218 Page No: 7 9th St [SB] 797 13 1827 4 5 9 81 135 1836 4 113 13 5 4 118 13 R T L P Hickory St [EB] 3 3 21 21 9 9 4 4 L 3 3 T 2 2 R P Peak Hour Data 3/22/218 4:3 PM Ending At 3/22/218 5:3 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians R T L P 22 8 2 2 2 22 8 2 23 32 55 23 32 55 Out In Total Hickory St [WB] L T R P 9 771 7 4 9 775 7 117 787 184 5 4 9 122 791 1813 9th St [NB] Turning Movement Peak Hour Data Plot (4:3 PM)
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 93rd & Pacific Site Code: 931 Start Date: 3/21/218 Page No: 1 Turning Movement Data Pacific St Pacific St 93rd St 93rd St Start Time Eastbound Westbound Northbound Southbound Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 6:3 AM 1 135 1 137 5 1 51 2 1 3 1 1 2 193 6:45 AM 153 153 1 61 62 1 1 3 2 5 221 Hourly Total 1 288 1 29 1 111 1 113 2 2 4 4 3 7 414 7: AM 2 213 1 216 86 86 6 6 12 3 3 6 32 7:15 AM 2 271 1 274 1 16 2 19 3 3 6 1 3 4 393 7:3 AM 4 33 6 34 2 158 16 4 1 4 2 2 7 11 515 7:45 AM 283 1 293 2 21 6 29 3 2 5 6 6 12 519 Hourly Total 8 197 18 1123 5 551 8 564 12 15 1 27 12 2 19 33 1747 8: AM 2 235 4 241 1 16 5 166 2 4 6 2 2 415 8:15 AM 1 186 3 19 1 149 3 153 1 5 6 5 5 354 8:3 AM 4 24 2 21 1 112 113 8 8 5 4 9 34 8:45 AM 1 167 2 17 2 119 3 124 1 9 1 4 2 6 31 Hourly Total 8 792 11 811 5 54 11 556 4 26 3 11 11 22 1419 9: AM 1 167 168 3 112 6 121 1 4 5 9 9 33 9:15 AM 1 146 1 148 1 15 4 11 3 2 5 2 2 4 267 9:3 AM 1 159 2 162 117 4 121 3 3 5 5 291 9:45 AM 2 135 137 126 3 129 2 2 3 3 271 Hourly Total 5 67 3 615 4 46 17 481 6 9 15 11 1 21 1132 1: AM 3 119 1 123 1 121 1 123 3 3 2 2 5 9 258 1:15 AM 2 136 2 14 1 114 2 117 1 5 6 6 2 8 271 1:3 AM 2 149 151 1 122 2 125 1 4 5 1 5 6 287 1:45 AM 2 143 145 1 13 5 136 1 1 2 2 3 1 5 288 Hourly Total 9 547 3 559 4 487 1 51 3 13 16 1 3 15 1 28 114 11: AM 4 148 152 2 169 4 175 1 1 2 2 3 5 334 11:15 AM 2 164 166 16 2 162 1 4 5 2 8 1 1 343 11:3 AM 1 154 2 157 1 158 4 163 3 3 1 3 4 327 11:45 AM 2 182 1 185 1 177 1 179 3 3 2 1 3 37 Hourly Total 9 648 3 66 4 664 11 679 2 11 13 7 15 1 22 1374 12: PM 4 155 2 161 1 166 3 17 1 2 2 5 1 9 1 346 12:15 PM 2 18 2 184 28 3 211 2 2 4 4 8 45 12:3 PM 2 154 2 158 3 173 3 179 1 1 1 1 339 12:45 PM 6 177 183 3 217 3 223 1 1 3 5 8 415 Hourly Total 14 666 6 686 7 764 12 783 3 2 4 9 8 19 27 155 1: PM 3 164 1 168 3 184 2 189 3 3 6 1 1 364 1:15 PM 2 159 3 164 176 8 184 3 1 4 3 3 6 358 1:3 PM 2 168 17 2 188 2 192 3 2 5 1 2 3 37 1:45 PM 3 17 3 176 169 1 17 2 2 2 2 35 Hourly Total 1 661 7 678 5 717 13 735 11 6 17 6 6 12 1442
2: PM 2 172 174 2 162 2 166 1 4 1 5 1 5 6 351 2:15 PM 2 157 1 16 4 184 5 193 2 2 3 3 6 361 2:3 PM 1 187 4 192 2 162 2 166 5 2 2 7 1 6 7 372 2:45 PM 3 198 3 24 5 24 7 252 3 3 6 3 4 7 469 Hourly Total 8 714 8 73 13 748 16 777 9 11 3 2 8 18 26 1553 3: PM 3 171 2 2 176 1 288 4 293 1 6 1 7 3 3 479 3:15 PM 4 177 5 186 1 261 4 266 3 8 11 2 4 1 6 469 3:3 PM 3 157 1 161 2 269 2 273 5 3 8 7 6 13 455 3:45 PM 2 21 1 24 1 284 5 29 1 5 4 6 4 1 5 55 Hourly Total 12 76 9 2 727 5 112 15 1122 1 22 5 32 13 14 1 27 198 4: PM 2 21 2 25 282 4 286 1 1 3 4 7 499 4:15 PM 1 22 2 223 1 334 5 34 1 2 3 1 3 4 57 4:3 PM 1 229 3 233 2 318 7 327 3 3 2 5 1 7 57 4:45 PM 5 233 4 242 2 329 4 335 1 4 1 5 2 6 8 59 Hourly Total 9 883 11 93 5 1263 2 1288 2 1 9 1 12 8 18 1 26 2229 5: PM 6 274 7 287 1 36 5 312 2 2 4 1 4 5 68 5:15 PM 3 247 6 256 1 32 3 36 2 1 1 3 2 4 6 571 5:3 PM 5 246 7 258 2 38 8 318 3 1 6 1 1 1 587 5:45 PM 5 245 2 252 5 245 6 256 2 1 4 7 3 3 518 Hourly Total 19 112 22 153 9 1161 22 1192 7 4 13 1 24 3 1 11 15 2284 6: PM 2 211 4 217 1 169 4 174 1 1 2 2 2 4 397 6:15 PM 5 21 2 217 185 5 19 2 4 6 1 8 9 422 Grand Total 119 942 18 2 9269 68 8922 165 9155 74 7 146 11 227 14 6 169 4 279 1893 Approach % 1.3 97.6 1.2 - -.7 97.5 1.8 - - 32.6 3.1 64.3 - - 37.3 2.2 6.6 - - - Total %.6 47.8.6-49..4 47.1.9-48.4.4..8-1.2.5..9-1.5 - Lights 117 8943 14-9164 67 8829 161-957 73 7 138-218 12 6 168-276 18715 % Lights 98.3 98.9 96.3-98.9 98.5 99. 97.6-98.9 98.6 1. 94.5-96. 98.1 1. 99.4-98.9 98.9 Other Vehicles 2 99 4-15 1 93 4-98 1 8-9 2 1-3 215 % Other Vehicles 1.7 1.1 3.7-1.1 1.5 1. 2.4-1.1 1.4. 5.5-4. 1.9..6-1.1 1.1 Bicycles on Crosswalk - - - 2 - - - - - - - - 1 - - - - 1 - - % Bicycles on Crosswalk - - - 1. - - - - - - - - - 9.1 - - - - 25. - - Pedestrians - - - - - - - - - - - 1 - - - - 3 - - % Pedestrians - - -. - - - - - - - - - 9.9 - - - - 75. - -
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 93rd & Pacific Site Code: 931 Start Date: 3/21/218 Page No: 3 93rd St [SB] 285 276 561 6 3 9 291 279 57 168 6 12 1 2 1 3 169 6 14 4 R T L P 117 2 119 L 161 4 165 R Pacific St [EB] 18234 2 18434 9164 15 9269 97 95 9165 8943 99 942 T 14 4 18 R 2 2 P 3/21/218 6:3 AM Ending At 3/21/218 6:3 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L P 8922 68 93 1 8829 67 9292 9155 18447 19 98 27 9183 957 1824 Out In Total Pacific St [WB] L T R P 73 7 138 1 8 1 1 74 7 146 11 177 218 395 5 9 14 182 227 49 93rd St [NB] Turning Movement Data Plot
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 93rd & Pacific Site Code: 931 Start Date: 3/21/218 Page No: 4 Start Time Turning Movement Peak Hour Data (7:15 AM) Pacific St Pacific St 93rd St 93rd St Eastbound Westbound Northbound Southbound Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 7:15 AM 2 271 1 274 1 16 2 19 3 3 6 1 3 4 393 7:3 AM 4 33 6 34 2 158 16 4 1 4 2 2 7 11 515 7:45 AM 283 1 293 2 21 6 29 3 2 5 6 6 12 519 8: AM 2 235 4 241 1 16 5 166 2 4 6 2 2 415 Total 8 1119 21 1148 6 625 13 644 8 13 1 21 11 2 16 29 1842 Approach %.7 97.5 1.8 - -.9 97. 2. - - 38.1. 61.9 - - 37.9 6.9 55.2 - - - Total %.4 6.7 1.1-62.3.3 33.9.7-35..4..7-1.1.6.1.9-1.6 - PHF.5.848.525 -.844.75.777.542 -.77.667..813 -.875.458.25.571 -.64.887 Lights 7 111 21-1138 6 615 11-632 8 13-21 11 2 16-29 182 % Lights 87.5 99.2 1. - 99.1 1. 98.4 84.6-98.1 1. - 1. - 1. 1. 1. 1. - 1. 98.8 Other Vehicles 1 9-1 1 2-12 - - 22 % Other Vehicles 12.5.8. -.9. 1.6 15.4-1.9. -. -.... -. 1.2 Bicycles on Crosswalk - - - - - - - - - - - - - - - - - % Bicycles on Crosswalk - - - - - - - - - - - - -. - - - - - - - Pedestrians - - - - - - - - - - - 1 - - - - - - % Pedestrians - - - - - - - - - - - - - 1. - - - - - - -
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 93rd & Pacific Site Code: 931 Start Date: 3/21/218 Page No: 5 93rd St [SB] 18 29 47 3 3 21 29 5 16 2 11 16 2 11 R T L P Total 1777 2 1797 7 1 8 L Peak Hour Data R 13 2 11 1143 9 1134 Out Pacific St [EB] In 1138 1 1148 Out 639 1 649 111 9 1119 T 21 21 R P 3/21/218 7:15 AM Ending At 3/21/218 8:15 AM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L P 625 6 1 615 6 644 1787 12 21 632 1766 In Total Pacific St [WB] L T R P 8 13 1 8 13 1 29 21 5 29 21 5 93rd St [NB] Turning Movement Peak Hour Data Plot (7:15 AM)
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 93rd & Pacific Site Code: 931 Start Date: 3/21/218 Page No: 6 Start Time Turning Movement Peak Hour Data (4:45 PM) Pacific St Pacific St 93rd St 93rd St Eastbound Westbound Northbound Southbound Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 4:45 PM 5 233 4 242 2 329 4 335 1 4 1 5 2 6 8 59 5: PM 6 274 7 287 1 36 5 312 2 2 4 1 4 5 68 5:15 PM 3 247 6 256 1 32 3 36 2 1 1 3 2 4 6 571 5:3 PM 5 246 7 258 2 38 8 318 3 1 6 1 1 1 587 Total 19 1 24 143 6 1245 2 1271 6 3 13 2 22 5 1 14 2 2356 Approach % 1.8 95.9 2.3 - -.5 98. 1.6 - - 27.3 13.6 59.1 - - 25. 5. 7. - - - Total %.8 42.4 1. - 44.3.3 52.8.8-53.9.3.1.6 -.9.2..6 -.8 - PHF.792.912.857 -.99.75.946.625 -.949.5.375.542 -.55.625.25.583 -.625.969 Lights 19 994 24-137 6 1245 2-1271 6 3 12-21 5 1 14-2 2349 % Lights 1. 99.4 1. - 99.4 1. 1. 1. - 1. 1. 1. 92.3-95.5 1. 1. 1. - 1. 99.7 Other Vehicles 6-6 - 1-1 - 7 % Other Vehicles..6. -.6... -... 7.7-4.5... -..3 Bicycles on Crosswalk - - - - - - - - - - - - - - - - - % Bicycles on Crosswalk - - - - - - - - - - - - -. - - - - - - - Pedestrians - - - - - - - - - - - 2 - - - - - - % Pedestrians - - - - - - - - - - - - - 1. - - - - - - -
MNRG - Omaha 1753 S. 17th St Omaha, Nebraska, United States 68124 42-78-9175 Count Name: 93rd & Pacific Site Code: 931 Start Date: 3/21/218 Page No: 7 93rd St [SB] 42 2 62 42 2 62 14 1 5 14 1 5 R T L P Total 232 6 238 19 19 L Peak Hour Data R 2 2 118 7 111 Out Pacific St [EB] In 137 6 143 Out 1265 1265 994 6 1 T 24 24 R P 3/21/218 4:45 PM Ending At 3/21/218 5:45 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L P 1245 6 1245 6 1271 2289 7 1271 2282 In Total Pacific St [WB] L T R P 6 3 12 1 2 6 3 13 2 31 21 52 1 1 31 22 53 93rd St [NB] Turning Movement Peak Hour Data Plot (4:45 PM)