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1 MEMORNDUM TO: FROM: Lindsay Bruer, CP MnDOT District 8 Planning Director Graham Johnson, PE DTE: March 5, 2018 RE: Origin-Destination Study SEH No. MNT This memorandum summarizes the methodology and findings of an Origin and Destination (OD) Study for Highway 22 in the City of Glencoe, MN. The OD study relies on the Minnesota Department of Transportation (MnDOT) regional subscription to the StreetLight Data software. StreetLight compiles mobile device information from two sources of data for the information it provides. Cell phone data can provide Location-Based Service (LBS) data from smartphone applications that track the devices location during use. Global Positioning System (GPS) information is obtained from devices that help people navigate, including connected cars/trucks, turn-by-turn route guidance applications, and commercial fleet management systems. PROJECT BCKGROUND: n origin and destination study of Highway 22 in Glencoe was proposed to understand the traffic patterns of Highway 22 traffic to, from and through the City of Glencoe. Currently, Highway 22 has a circuitous route through urban streets in the heart of Glencoe as shown in 1. The City and County approached MnDOT about the potential of rerouting Highway 22 to make a more straightforward connection to Highway 212 and to the metro. To inform decision making, MnDOT and the local stakeholders desire to gain a better understanding of the traffic patterns through the City. The existing roadway network provides shorter and more direct routes for TH 22 than the designated route. Within the heart of the City, vehicles using Chandler venue at US 212 can bypass the 10 th Street/Hennepin venue/13 th Street jog by using the short cut of Chandler venue between 10 th Street and 13 th Street. Vehicles from TH 22 to the east may also use TH 22 to Hennepin venue, but would likely use 10 th Street to Morningside venue to connect with US 212 to the east; the route can be easily reversed too. McLeod County and the City of Glencoe currently have a final design project underway for the extension of CSH 15/Morningside venue between 11 th Street and 16 th Street. This new roadway connection will provide a continuous north/south arterial connection through the east side of town. Engineers rchitects Planners Scientists Short Elliott Hendrickson nc., Red Circle Drive, Suite 300, Minnetonka, MN SEH is 100% employee-owned sehinc.com fax

2 Origin-Destination Study March 5, 2018 Page 2 1 Existing Highway 22 and Highway 212; Glencoe, MN EXSTNG DLY TRFFC VOLUMES MnDOT, in partnership with each city and county, collect daily traffic demands on various state-aid roadway segments throughout the state. The information is typically collected over a couple days and then the volumes are seasonally adjusted to develop an verage nnual Daily Traffic (DT) demand on the roadway segments; the DT is representative of the average number of vehicle per day (vpd) on each roadway. On state highways, MnDOT also collects Heavy Commercial DT information (HCDT). The DT information surrounding the City of Glencoe was reviewed to assess traffic demands on the different roadway segments. The current DT and HCDT information are represented in 2. The daily numbers show there is a significant demand to/from the east side of Glencoe with the DT of US 212 being more than double the US 212 demand west of the city. The major highways connecting to Glencoe carry the following two-way, daily traffic volumes: TH 22 North (to/from Hutchinson) 5,100 vpd TH 22 South (to/from Gaylord) 1,500 vpd US 212 West (to/from the west) 4,500 vpd US 212 East (to/from the east) 10,800 vpd

3 Origin-Destination Study March 5, 2018 Page 3 The County Roads connecting to Glencoe carry traffic volumes ranging between 500 and 2,400 vpd. Within the city, there are many roadways that have DT s that range from about 1,000 vpd to 8,700 vpd; however, there is a clear, major route through the city where the DT s are all above 5,000 vpd. TH 22 from the west comes into town with 5,100 vpd and increases to 6,300 vpd as it approaches the turn at Hennepin venue. Hennepin venue, between 13 th Street and 10 th Street, then carries approximately 5,700 vpd to the TH 22 turn. However, west of Hennepin venue, TH 22 carries only 3,350 vpd approaching US 212 while to the east, 10 th Street carries 5,200 vpd towards CSH 1/Morningside venue. CSH 15 between 10 th Street and US 212 carries the highest volume in town of 8,700 vpd and there is a large increase in US 212 traffic demands to the east. Heavy Vehicles The most recent HCDT information shows approximately 690 vehicles between Hutchinson and Glencoe on TH 22 to the north. TH 22 to the south serves a lower amount truck traffic with approximately 90 trucks per day. US 212 carries the majority of truck traffic within the area with between 1,150 and 1,350 trucks per day. MnDOT has recently conducted vehicle classifications on TH 22 and US 212 using 48-hour tube counts; the data is from the summer of 2016 and 2017 and does not seem to be reflected in the most recent published DT or HCDT information. The following are the four locations and the resulting traffic demands, it should be noted that these values have not been annualized or seasonally adjusted: VC #8069 (ugust 2016) US 212 east of Glencoe; DT 12,800 and HCDT 1,680. VC #8073 (July 2017) US 212 west of Glencoe, before TH 22 split; DT 6,700 and HCDT 1,260. VC #9084 (June 2017) TH 22 north of Glencoe; DT 5,700 and HCDT 590. VC #8074(July 2017) TH 22 south of US 212; DT 1,560 and HCDT 160.

4 Origin-Destination Study March 5, 2018 Page 4 2 Existing DT and HCDT Volumes N

5 Origin-Destination Study March 5, 2018 Page 5 STREETLGHT DT s mentioned previously, MnDOT has obtained a regional subscription to the StreetLight Data information and software for one year between July 2017 and June 2018 as a trial period to assess the value of the information; all MnDOT projects have access to the program and thus it was employed on this project. More information about StreetLight can be found at the company s website: t should be noted that the StreetLight data is a relatively new source of information for many transportation projects and is continually being modified to better apply the information to real world transportation problems. The information also relies heavily on the number of devices within the study or project area to provide the information. To ensure the subsequent information is more clearly understood, the following is a glossary of typical terms used within the StreetLight process: LBS Data: Location Based Service data; created by smart phone applications that use location based services. GPS Data: Global Positioning System; created by connected cars/trucks, smart phones with GPS navigation, and commercial fleet management systems. Zones: a geospatial shape or polygon that represents an area to be analyzed, can range in size from small to very large. Roadway Gate: a small zone on a roadway segment to obtain trips crossing the gate by direction; only available with GPS data due to spatial limitations of LBS data. Origin Zone: zone in which a trip starts or initially passes through. Destination Zone: zone in which a trip ends or later passes through. Middle Filter: zone that trips pass through between an origin and destination zone Trip (GPS): trip is required to be at least 3 minutes of time and 500 meters in length; a trip is considered stopped when the device does not move 5 meters within 5 minutes or when a device is turned off. Trip (LBS): ncoming data is more variable that GPS. trip is considered if pinging data is 100m+ from the prior location and stays virtually still for 5 minutes. For continuous pinging devices, if the device slows down to walking speeds and speeds up or stays virtually still for 5 minutes. Trip Counts: The number of trips counted in the data pull. StreetLight ndex (StL ndex): normalized number of trips based on all available data. The normalized index is recommended by StreetLight as their sample size and data increases every month and the normalization allows capture of monthly and seasonal variations. Personal Trips: ny trip from a connected vehicle or smart phone device. Commercial Trips: ny trip from a commercial fleet management system data. t should be noted that privacy concerns are a core principal for StreetLight Data; all personal identifiable data is stripped away before StreetLight obtains data from their suppliers. The algorithms used for each project have limitations on certain aspects of the zone sizes and results are aggregated to reduce concerns. Every analysis goes through an automated coverage and privacy check to ensure sufficient source material and aggregation can occur; if an analysis does not meet this check a manual review is completed.

6 Origin-Destination Study March 5, 2018 Page 6 Vehicle Travel Patterns Utilizing the GPS information, roadway gate zones were evaluated to determine what roadway segments the device actually travel on. GPS data is very spatially precise and also allows for an evaluation of a full year of data; in this evaluation the data is from December 2016 through November Roadway gates, small zones located on specific roadways, were coded at a total of 23 locations and captured both directions of traffic (a total of 46 zones). total of 13 zones were coded on the outside of the City to determine entry and exit demands and 10 internal zones were coded to aid in trip routing choices. The following is a list of the locations (Zone D s) used to assess general traffic patterns and routing for the TH 22 designation: ORGN-DESTNTON ZONES: : TH 22 North B: CR 3/110 th St West C: US 212 West D: TH 22 South E: CR 2 South F: CR 68/Falcon ve South G: CR 33/100 th St H: US 212 East : CR 1/Dairy ve North J: CR 3/120 th St East L: Hennepin ve North K: CR 15/Falcon ve North M: CR 2 North MDDLE FLTER ZONES: US 212,east of Hennepin ve Bridge (51 52) CR 3/120 th Street (east of TH 22 North) (49 50) CR 2 North (27 28) Hennepin ve N (north) (25 26) CR 15/Falcon ve North (9 10) CR 1/Dairy ve (31 32) Chandler ve N (TH 22 Shortcut) (41 42) TH 22/Chandler, north of US 212 (43 44) TH 22/Hennepin (13 th to 10 th St) (45 46) Morningside Drive (north of US 212) (47 48) The information from the GPS data provides a trip count for each OD pair that occurs over the entire time frame. This information can be parsed out for different days of the week and different times of the day; however it is very dependent on the amount of available data for each particular project. The data pull for this project resulted in a relatively high commercial vehicle trip count, but a very low number of personal trips. For the entire year worth of data, the personal trips were only approximately 4,000 individual trips through all of the zones in and outside of the city; with a population of over 5,000 people this number is not representative of the true number of personal trips. The commercial trips had approximately 73,000 trips over the course of the year which is a good sampling of the truck traffic. Based on the low capture rate of personal devices for this project, the personal device information will not be included in the following summary or trips routes. ll of the following information will be based on the commercial vehicle device data. 3 represents all of the zones used in this analysis. The following Table 1 represent the total commercial vehicle count information for the 13 roadway zones and the City of Glencoe zones; Table 2 represents the resulting percentages of each OD pair. This data is for the full year of data, including every day of the week and 24-hours of the day; the highest values for each Origin zone is shaded.

7 Origin-Destination Study March 5, 2018 Page 7 3 Origin-Middle-Destination Zones N

8 Origin-Destination Study March 5, 2018 Page 8 Table 1 Commercial Truck OD Summary Vehicle Counts (ll-data) DESTNTON Glencoe** TH 22 N CR 3/110 th St US 212 W TH 22 S CR 2 S/ Hennepin CR 68/Falcon CR 33/100 th St US 212 E CR 3/120 th St CR 1/Dairy ve CR 15/Falcon Hennepin ve CR 2 N/Ford ve ORGNS Zone City B C D E F G H J K L M TOTL TH 22 N 2, , ,265 CR 3/110 th B US 212 W C 2, , ,909 TH 22 S D ,171 CR 2 S E ,252 CR 68/Falcon F CR 33/100 th G US 212 E H 6,611 6, , ,030 CR 3/120 th ,263 CR 1/Dairy J CR 15/Falcon K Hennepin ve L CR 2 N/Ford M Glencoe** City 0 2, , , ,052 TOTL 15,019 9, ,436 2,001 1, ,729 1, ,005 71,750 **Non-matched trip counts assumes Trip Origin or Destination is within City Limits; this does not take into account internal to internal city trips. Table 2 Commercial Truck OD Summary Origin to Destination Percentages (ll-data) DESTNTON Glencoe** TH 22 N CR 3/110 th St US 212 W TH 22 S CR 2 S/ Hennepin CR 68/Falcon CR 33/100 th St US 212 E CR 3/120 th St CR 1/Dairy ve CR 15/Falcon Hennepin ve CR 2 N/Ford ve ORGNS Zone City B C D E F G H J K L M TOTL TH 22 N 28% 0% 0% 1% 3% 5% 0% 0% 59% 2% 0% 0% 0% 0% 100% CR 3/110 th B 66% 2% 0% 1% 2% 3% 0% 0% 24% 1% 2% 1% 0% 0% 100% US 212 W C 14% 1% 0% 0% 3% 0% 0% 0% 79% 0% 2% 0% 0% 0% 100% TH 22 S D 32% 21% 0% 29% 0% 1% 0% 0% 11% 0% 4% 1% 0% 3% 100% CR 2 S E 53% 38% 0% 1% 0% 0% 0% 0% 1% 0% 0% 1% 0% 4% 100% CR 68/Falcon F 89% 3% 0% 0% 0% 3% 0% 0% 3% 0% 0% 0% 0% 3% 100% CR 33/100 th G 78% 1% 0% 1% 1% 0% 0% 0% 16% 0% 3% 0% 0% 1% 100% US 212 E H 25% 23% 0% 49% 1% 0% 0% 0% 0% 0% 0% 0% 0% 1% 100% CR 3/120 th 36% 31% 1% 3% 0% 0% 0% 0% 1% 0% 7% 3% 0% 20% 100% CR 1/Dairy J 64% 2% 0% 18% 6% 0% 0% 0% 8% 1% 0% 0% 0% 0% 100% CR 15/Falcon K 76% 2% 0% 3% 2% 3% 0% 0% 12% 1% 0% 0% 0% 0% 100% Hennepin ve L 76% 0% 6% 6% 0% 6% 0% 0% 0% 0% 0% 0% 0% 6% 100% CR 2 N/Ford M 71% 2% 1% 1% 3% 7% 0% 0% 13% 1% 0% 0% 0% 0% 100% Glencoe** City 0% 18% 1% 13% 6% 4% 0% 1% 44% 0% 7% 3% 0% 4% 100% **Non-matched trip counts assumes Trip Origin or Destination is within City Limits; this does not take into account internal to internal city trips.

9 Origin-Destination Study March 5, 2018 Page 9 Not surprisingly, since this information is only using commercial vehicle information, the majority of trips along US 212 are pass through trips. This is especially true for the eastbound trips approaching Glencoe as almost 80% of the commercial traffic continues through along US 212 towards the east. The City of Glencoe is the next highest generator of trips, which could include through trips making a short stop in the city. TH 22 to the north, connecting to the City of Hutchinson, is the next highest roadway generator. The majority of these trips heading into Glencoe are pass through vehicles heading to the east; however close to 30% are destined to the City itself. The trips heading from this zone to the west on US 212 or south on TH 22 comprise of less than 5% of the total trips from this zone. The majority of the lower volume roadways entering the City of Glencoe have a significant percentage of destinations within the City limits, they range from 53% to 89% of traffic destined to Glencoe. The only exception to this is CR 3/120 th Street, on the east side of town, where 36% of the traffic is destined to Glencoe and 31% are destined to continue along TH 22 towards Hutchinson. The resulting information from the low count origin zones should be used with some caution as the data is relatively light compared to the number of total vehicle trips that use these roads on a daily basis for the entire year that was evaluated. The attached s 1 through 14 represent the O-D information from each origin zone. s this information is only commercial trips, looking at the weekday and weekend splits shows some different results. The weekend commercial trips resulted in only approximately 6,000 vehicle trips which is approximately 8% of the total trips during the year. The OD patterns have a slight shift of more trips traveling through Glencoe, but no major changes in patterns. Comparing the 24-hour data to the M peak period (6 am to 10 am) and the PM peak period (3 pm to 7 pm) again shows similar OD patterns. The M peak period contains approximately 26% of the 24-hour data and the PM peak period contains approximately 20% of the data. For the major roadways (Zones, C, D, and H) the changes in OD patterns is minimal, within 5%, when comparing the daily to both the M and PM peak periods. TH 22 Vehicle Travel Patterns Middle Filter Routing Utilizing the GPS information, the middle filter zones coded on the potential roadway routes provide some insight on a vehicles path. The data is not able to give complete and precise information regarding the routes due to some limitations in the result information. The main limitation is in how the trips are combined in the output results. For a typical OD study, the results would just quantify the total origins to each destination, as done previously in Table 1. dding additional middle filters can make the results significantly more complicated depending on the number of middle filters included; due to the many routes within the City that TH 22 can use, this analysis included an additional 10 middle filter zones as described earlier. The database provides a separate origin, middle, destination zone (O-M-D) count for each route that was used; it cannot provide multiple middle filter counts as one output. For example, from origin zone to middle filter zones 45 and 43 to destination zone D would be the posted TH 22 designation from the north to the south. However, the resulting data would provide this in multiple results and some post-processing is necessary. The results would show counts for zones (O-M-D) , -45-D, -43-D, and D. Since these counts would include any trip crossing each zone, there is potential for an internal trip to be included on many of these resulting counts.

10 Origin-Destination Study March 5, 2018 Page 10 For the post-processing, the data for all potential O-M-D match results were evaluated to determine the percentages from the origin to the destination. On some routes and segments, the percentage total may not equal 100% as there may be other alternative route choices that do not have a middle filter. To determine the TH 22 routing, four origin destination pairs were evaluated as they travel to and from TH 22. The zones for US 212 West and TH 22 South were combined for this analysis as they share the same roadway west of Glencoe, the four OD pairs evaluated are: TH 22 North (Zone ) to US 212 East (Zone H) US 212 East (Zone H) to TH 22 North (Zone ) TH 22 North (Zone ) to US 212 West/TH 22 South (Zone C & D) US 212 West/TH 22 South (Zone C & D) to TH 22 North (Zone ) The attached s B1 through B4 are a graphical representation of the route choices the commercial vehicles make when traveling from one zone to another. For traffic coming into Glencoe from the Hutchinson area, there were 6,100 commercial trips evaluated that started in Zone and were destined for Zone H (See B1). 90% of the through trips follow TH 22 into Glencoe o 9% of the trips use the Chandler venue short cut to access US 212 o 41% of the trips use the intersection of TH 22 at US 212 to head east Therefore, approximately 32% may be using the designated TH 22 route o 54% of the trips use Morningside to access US 212 The majority of these likely turn off of TH 22 at Hennepin venue and 10 th Street 10% of the through trips follow CR 3/120 th Street and use either CR 2 or CR 1 to access US 212 For traffic coming into Glencoe from the east, there were 6,400 commercial trips evaluated that started in Zone H and were destined for Zone (See B2). 96% of the through trips follow US 212 into Glencoe o 50% of the trips use the intersection of TH 22 at US 212 to continue on TH 22 10% of the trips use the Chandler venue short cut to access TH 22 Therefore, approximately 40% may be using the designated TH 22 route o 46% of the trips use Morningside from US 212 to access TH 22 The majority of these likely turn from 10 th Street to Hennepin/TH 22 4% of the through trips follow CR 1 up to CR 3/120 th Street For traffic coming into Glencoe from the Hutchinson area, there were 450 commercial trips evaluated that started in Zone and were destined for either Zone C or Zone D (See B3). 96% of the through trips follow TH 22 into Glencoe and use the TH 22 at US 212 intersection o 9% of the trips use the Chandler venue short cut to access US 212 o 59% of the trips use the designated TH 22 route o 28% of the trips use alternative routes 4% of the through trips use 10 th Street to Morningside to access US 212

11 Origin-Destination Study March 5, 2018 Page 11 For traffic coming into Glencoe from the southwest, there were 650 commercial trips evaluated that started in either Zone C or Zone D and were destined for Zone (See B4). 98% of the through trips follow TH 22 into Glencoe o 14% of the trips use the Chandler venue short cut to continue on TH 22 o 60% of the trips follow the designated TH 22 route pproximately 6% use CR 2 up to CR 3/120 th pproximately 26% use alternative routes to either TH 22 or CR 2 2% of the through trips follow US 212 to Morningside to enter the city.

12 Origin-Destination Study March 5, 2018 Page 12 Origin Destination LBS Data With the GPS data having limited trips generated by personal devices, another data pull from the StreetLight information was created utilizing LBS data. Using the LBS data increases the potential to capture more personal device trips surrounding the city; however it comes with significantly less detailed location information. t this time, the StreetLight platform does not allow LBS data to be tracked, limiting its usefulness to determine specific pass through routes. t should be noted that StreetLight is currently working on obtaining better LBS data that would allow for spatial locating; however no direct timeline is currently known. To account for the trips that pass through the Glencoe zones, it would be necessary to examine a larger, closed zone system, which includes the Twin Cities metropolitan area. The OD patterns would be represented within a much larger matrix, but with such a large zone area there are many roadway choices and identifying specific routes from one zone to another is not realistic. However, the platform is able to provide origins and destination zip code information for all trips that began or ended within the Glencoe zone. For this analysis, a large zone was incorporated surrounding the city that is formed by preset zip code boundaries throughout Minnesota. This analysis is able to provide internal to internal trips as well as internal to external and external to internal trips Based on the LBS data for a 6-month period between May 2017 and October 2017, the StreetLight platform captured approximately 40,800 trips originating within the City of Glencoe and approximately 41,200 trips that were destined within the city. ll of these trips are associated with approximately 4,000 unique individual devices during the 6-month analysis period. Based on the roadways surrounding Glencoe, the statewide zip code data was grouped together to determine an assumed area that trips travel to and from. The five area of travel are as follows: Northwest: trips likely use TH 22 North to travel between Hutchinson and Glencoe Northeast: trips likely use CR 2 and CR 15 to travel to and from the northeast West: trips likely use US 212 to travel to and from the west East: trips likely use US 212 to travel to and from the East South: trips likely use TH 22 South and CR 2 to travel to and from the South nalyzing the data, both the percentage of trips from each area are very close when comparing the origins to Glencoe and destination from Glencoe. The approximate percentage of all trips within Glencoe and destined to or originating from the surrounding zip codes include: Glencoe (nternal): approximately 56% of all trips start and end within the city limits Northwest: approximately 12.5% of all trips; approximately 11% are from Hutchinson Northeast: approximately 7.5% of all trips West: approximately 4% of all trips East: approximately 15% of all trips South: approximately 5% of all trips The following 4 and 5 represent the resulting percentages for the origins and destinations.

13 Origin-Destination Study March 5, 2018 Page 13 4 Origin Zip Codes Destined to Glencoe (LBS Data)

14 Origin-Destination Study March 5, 2018 Page 14 5 Glencoe Origins to Destination Zip Codes (LBS Data)

15 Origin-Destination Study March 5, 2018 Page 15 Home-Work nformation While not directly related to the origin-destination study related to the TH 22 corridor, the StreetLight data provides a distribution of devices based on a home location and work location. This information may be useful to help gain further information regarding the local trips to Glencoe. This information is based on personal devices, an algorithm is able to associate a home location and work location based on time spent at each location for each device. For instance, if a device is located in a location from the evening to morning and then travels to a new location for most of the day, the algorithm is able to distinguish the device locations as home and work locations. nalysis zones were set up in the StreetLight software for the City of Glencoe and the information was summed to gather the entire City as one zone area; it should be noted these zones have size limitations to counteract privacy concerns. ny visiting personal device with a trip origin or destination in a zone in the software is tagged and the devices home and work locations are collected as part of the analysis. This means that any visitor to the City during the analysis time frame will be included even though their home and work may not be related in any way to the City of Glencoe. The zones were input to not include the main roadways through the City, including US 212, in order to limit pass through trips. The analysis results are distributed to 1-kilometer square grid system across the entire area the visitors cover. Using post-processing procedures, the grid system was summarized at the Minnesota County level for all home and work trips; the Cities of Glencoe and Hutchinson were also separated out of the McLeod County data. The analysis include 4-month of data and included 24-hours of every day (Monday through Sunday). The months of analysis include September/October of 2016 and March/pril of No information is provided on the actual number of devices. The following Table 3 represents the distribution of all visiting devices to the City of Glencoe and the approximate locations of their home and work locations. Table 3 Glencoe, MN Home-Work nalysis Summary Minnesota County/City Visitor Home Location Visitor Work Location McLeod 67% 60% Sibley 11% 8% Carver 8% 10% Hennepin 1% 6% Renville 2% 3% Brown 2% 1% Wright 1% 1% Meeker 1% 1% Scott 1% 1% Lyon 1% 1% Other Counties (<1% each) 6% 8% Glencoe (McLeod Co) 37% 36% Hutchinson (McLeod Co) 12% 13% From this analysis, it shows that approximately 36% to 37% of people in Glencoe work and live within the city and about 12% to 13% commute to and from Hutchinson; this accounts for vast majority of visitors into the City of Glencoe. t also shows that approximately 17% of visitors work to the east in either Hennepin, Carver, or Scott County.

16 Origin-Destination Study March 5, 2018 Page 16 CONCLUSONS ND SUMMRY MnDOT District 8, McLeod County, and the City of Glencoe have a desire to better understand the traffic patterns of TH 22 through the city. Using MnDOT s subscription service to StreetLight, an Origin-Destination study was conducted based personal and commercial mobile devices. review of the existing DT and HCDT counts shows a significant demand east of Glencoe on US 212 and a fairly even split between TH 22 to the north and US 212/TH 22 to the southwest. However, there are many roadways within the city that have high demands and represent a path from TH 22 to US 212. Roadway ssessment The roadway specific OD evaluation resulted in a very low number of personal trips for the project area and therefore the information was determined to be not representative and not evaluated. The commercial trips was deemed to be of significant value and the results were evaluated. The commercial OD analysis showed that the major roadway zones have a high percentage of trips that pass through Glencoe without stopping. US 212 eastbound through Glencoe has 79% through trips to the east TH 22 southbound through Glencoe has 59% through trips to the east US 212 westbound through Glencoe has 49% through trips to the west and 23% to TH 22 north TH 22 northbound through Glencoe has 21% through trips to TH 22 north, 29% to US 212 west and 11% to US 212 east The majority of lower volume County Roads all had higher percentages of trip destinations in Glencoe. Based on the middle filter analysis, vehicle routes were assessed to determine the main traffic patterns; the main patterns assessed include zone pairs /H and /C/D. Traffic destined between TH 22 North (Zone ) and US 212 East (Zone H) mainly goes through Glencoe; approximately 10% of the trips use CR 3/120 th in some capacity to bypass the downtown routes. pproximately 45% to 54% of the trips use Morningside venue and 10 th Street and 40% to 50% use TH 22 at US 212. The Chandler venue short cut is only used by approximately 9% to 10% of the traffic in both directions. Therefore, it is estimated that only between approximately 30% and 40% of the trips follow the designated TH 22 route. Traffic destined between TH 22 North (Zone ) and US 212 West/TH 22 South (Zones C/D respectively) mainly use the TH 22 at US 212 intersection, though approximately 2% to 4% do use Morningside venue for various reasons. Between 9% and 14% of the trips in both directions use the Chandler venue short cut route, and approximately 60% of the traffic travels on the designated TH 22 route along Hennepin venue. There is some traffic that used CR 2 to access CR 3/120 th Street to bypass portions of downtown. The two major highway routes into and out of Glencoe do include a substantial amount of through trips. For TH 22 north, the main connection does correlate to a path to and from the east along US 212. The majority of these vehicles, in both directions use 10 th Street and Morningside venue as a connection between TH 22 and US 212. Personal Trips To attempt to gain better understanding of person trips, a data pull of LBS data was included. t was found that LBS data does not include pass through trips. What this means is that no information is available for external to external trips traveling through the City of Glencoe; however all trips starting or ending within Glencoe are included.

17 Origin-Destination Study March 5, 2018 Page 17 nalyzing the LBS data, not including pass through trips, results in similar percentages of trips when comparing the origins to Glencoe and destination from Glencoe. The approximate percentage of all trips within Glencoe and destined to or originating from the surrounding zip codes include: Glencoe (nternal): approximately 56% of all trips start and end within the city limits Northwest: trips likely use TH 22 North, approximately 12.5% of all trips; 11% are from Hutchinson Northeast: trips likely use CR 2 and CR 15, approximately 7.5% of all trips West: trips likely use US 212, approximately 4% of all trips East: trips likely use US 212, approximately 15% of all trips South: trips likely use TH 22 South and CR 2, approximately 5% of all trips gtj ttached s 1-14 ttached s B1-B4 c: Mark Larson (City of Glencoe) John Brunkhorst, PE (Mcleod County) Justin Black, PE (SEH) John Rodeberg, PE (SEH) c:\tsis6 projects\glencoe od\memo\od memo glencoe streetlight final.docx

18 <1% <1% M 2% L K <1% <1% J <1% 28% 59% 5 ST 83 ST 72 B 5% CTY H Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\1.mxd 3% 1% C D Print Date: 2/20/2018 E F 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 1 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

19 M L K J 2% 1% 2% 1% ST 83 ST 72 5 B 66% CTY 24% H Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\2.mxd C D 1% 2% Print Date: 2/21/2018 3% E F * LOW SMPLE SZE 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 2 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

20 M L K J ST 83 ST % <1% Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\3.mxd C D 3% 1% B <1% GH 3 <1% <1% <1% Print Date: 2/20/ % <1% E CTY 79% <1% F <1% G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 3 X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 3 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

21 M L K J Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\4.mxd C 29% D B 21% 3% 1% <1% 1% Print Date: 2/20/ % 11% ST 83 ST 72 E CTY 5 F 3 4% G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 4 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

22 M L K J ST 83 ST 72 4% 1% 5 <1% Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\5.mxd C D 1% B <1% <1% Print Date: 2/20/ % E CTY 53% <1% F 1% 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 5 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

23 M L K J ST 83 B 3% 3% CTY 5 ST 72 H Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\6.mxd C D Print Date: 2/21/2018 E 3% 89% F * LOW SMPLE SZE 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 3% X X Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 6 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

24 M L K J 1% ST 83 ST 72 1% 5 3% Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\7.mxd C D B Print Date: 2/21/2018 1% 1% E CTY F 78% 3 * LOW SMPLE SZE G 0 16% Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 7 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

25 M 1% L <1% K J ST 83 ST 72 23% 5 <1% <1% B <1% CTY 25% <1% H Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\8.mxd C D Print Date: 2/21/ % 1% E <1% F <1% G 0 <1% Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY X X 3 Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 8 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

26 31% M L 20% K 3% J 7% B ST 83 ST 72 CTY 1% 5 36% 1% H Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\9.mxd C D 3% Print Date: 2/20/2018 E F 3 * LOW SMPLE SZE G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 9 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

27 M 2% L <1% K <1% J 1% B ST 83 ST 72 CTY <1% 5 64% <1% <1% 8% H Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\10.mxd C D Print Date: 2/21/2018 6% 18% E F 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 10 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

28 2% M L <1% <1% K 1% J 76% ST 83 ST % Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\11.mxd C D B 2% 3% Print Date: 2/20/2018 E CTY 3% F 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 11 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

29 M 6% L K J 76% Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\12.mxd C D 6% B Print Date: 2/21/2018 6% ST 83 6% E CTY 5 F * LOW SMPLE SZE 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 ST 72 X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 12 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

30 2% M L <1% <1% K 1% <1% J 1% 7% 71% ST % ST 72 Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\13.mxd C D 1% 3% B Print Date: 2/20/2018 E CTY <1% F 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 13 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

31 M L K J 18% 4% <1% 3% 5 7% <1% ST 83 ST 72 Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\14.mxd C D 6% B 13% Print Date: 2/21/2018 1% E CTY 4% <1% F 1% * NTERNL TO EXTERNL TRPS 3 G Origin - Destination Patterns (Commercial Vehicles) HGHWY 22 ORGN-DESTNTON STUDY 0 X X 44% H Origin Zone Percentage O-D PRS WTH 0 TRPS RE NOT SHOWN 14 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

32 < ORGN 10% to H 6100 Trips 90% 5% ST 83 ST % Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\TH22_VehicleRouting_B1.mxd Print Date: 2/21/2018 9% 41% Chandler ve 74% 10th Street 41% 54% 3 0 TH 22 Vehicle Routing HGHWY 22 ORGN-DESTNTON STUDY < H DESTNTON Origin / Destination Zone Routing (Percentage) B1 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

33 DESTNTON < 9% < 91% 5% ST 83 ST % Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\TH22_VehicleRouting_B2.mxd Print Date: 2/21/ % 50% Chandler ve 72% 10th Street 50% 46% 3 0 TH 22 Vehicle Routing HGHWY 22 ORGN-DESTNTON STUDY H to 6040 Trips H ORGN Origin / Destination Zone Routing (Percentage) B2 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.

34 ORGN to Combined C/D 450 Trips 100% ST 83 ST % 4% Path: P:\KO\M\Mnt08\144650\5-final-dsgn\51-drawings\90-GS\Maps\TH22_VehicleRouting_B3.mxd C D DESTNTON < Print Date: 2/21/2018 9% 96% Chandler ve 10th Street 4% 3 0 TH 22 Vehicle Routing HGHWY 22 ORGN-DESTNTON STUDY Origin / Destination Zone Routing (Percentage) B3 This map is neither a legally recorded map nor a survey map and is not intended to be used as one. This map is a compilation of records, information, and data gathered from various sources listed on this map and is to be used for reference purposes only. SEH does not warrant that the Geographic nformation System (GS) Data used to prepare this map are error free, and SEH does not represent that the GS Data can be used for navigational, tracking, or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The user of this map acknowledges that SEH shall not be liable for any damages which arise out of the user's access or use of data provided.