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O-39-23 - BNORTH ..T ,, I. EXHIBIT 1 Kimley))) Horn SITE LOCATION MAP Kimley»)Horn 2. EXISTING CONDITIONS Kimley-Horn conducted a review of the subject site including existing land uses in the surrounding area, the adjacent street system, current traffic volumes and operating conditions, lane configurations and traffic conditions at nearby intersections, and other key roadway characteristics. This section of the report details information on the existing conditions obtained through aerial imagery and a site visit. Area Land Uses S Connectivity Located approximately one-half mile west of the signalized intersection of IL Route 83-Main Street/IL Route 171, the subject site is located within the Maley Road Industrial Park. The site is generally bounded by industrial uses to the north, east, and west. Cog Hill Golf & Country Club is located on the south side of Main Street. Downtown Lemont is located approximately two and one-half miles to the west. Regional connectivity is provided by IL Route 83 and IL Route 171. Main Street provides local east - west local access via Main Street which is located along the southern boundary of the subject site. The Des Plaines River and associated industrial railway is located north of the site, providing access to the regional freight transportation network. Existing Roadway Characteristics The following information was obtained about the existing roadway network. Main Street is an east -west roadway located south of the site. The Illinois Department of Transportation (IDOT) classifies Main Street as a Minor Arterial. Throughout the study area, Main Street provides one travel lane in each direction. At its intersections with Maley Road and Access C, Main Street provides a single shared lane on each approach; dedicated turn lanes are not provided. The posted speed limit is 50 miles per hour (MPH). Main Street is under IDOT jurisdiction. Maley Road provides access to the Maley Road Industrial Park with a north -south segment that extends north from Main Street and a northeast -southwest segment that forms the northern boundary of the subject site. Maley Road is a private roadway. Immediately east of Access A, the roadway is gated. Through the study area Maley Road provides one travel lane in each direction. At the intersection of Maley Road/Maley Road, the northeast -southwest segment was assumed to operate under minor -leg stop control; the north -south segment was assumed to operate under a free -flow condition. At its unsignalized intersection with Main Street, Maley Road provides separate left- and right -turn lanes and operates under minor -leg stop control. There is no posted_ speed limit, and so a speed limit of 25 MPH was assumed for purposes of this analysis. JB Hunt - Lermnl, IL Page 5 Aurae 2023 Kirnley ))) Horn Traffic Count Data Turning movement count data was collected in June 2023 at the following intersections: • Maley Road / Maley Road • Maley Road / Main Street • Maley Road / Access A (Vilest Maley Road Access) • Maley Road / Access S (Fast Maley Road Access) • Maley Road / Access C (Main Street Access) The counts were conducted on a typical weekday from 6:00-9:00 AM, and 3:00-6:00 PM. These count periods were selected in order to capture the peak travel periods in the area. The traffic data revealed that peak traffic conditions occur within the study area from 7:30-8:30 AM and 4.30-5:30 PM. For purposes of this analysis, the peak hour vehicle traffic volumes were rounded to the nearest multiple of five and balanced between the study intersections_ Note that counts were conducted at the private driveway on the east side of Maley Road between Main Street and Maley Road, as well as the private driveway on Maley Road west of Access A. These counts were used to balance the roadway network_ The existing traffic volumes are presented in Exhibit 2. A summary of the traffic count data is provided in the appendix. r A Hunt - Law)( IL Page 6 June 2023 LEGEND xX Weekday AM Peak N D R T H (/;30-830am) NOT TO SCALE (xx) Weekday PM Peak (4:30 — 5,30pm) mom Existing Stop Sign Less than Five Vehicles 45 (20) 4�� , 405 (505) (5) as — (445) 235 --�p Kimley ))) Horn SITE o. (495) 260 EXHIBIT 2 EXISTING (2023) TRAFFIC VOLUMES Kimley»>Horn Existing Capacity Analysis Capacity analysis for the existing and future conditions was performed using Synchro Version 11, The capacity of an intersection quantifies its ability to accommodate traffic volumes and is expressed in terms of level of service (LOS), measured in average delay per vehicle. LOS grades range from A to F, with LDS A as the highest (best traffic flow and least delay), LOS E as saturated or at -capacity conditions, and LOS F as the lowest (oversaturated conditions). The lowest LOS grade typically accepted by jurisdictional transportation agencies in Northeastern Illinois is LOS Q. The LOS grades shown below, which are provided in the Transportation Research Board's Highway Capacity Manual (HCM), quantify and categorize the driver's discomfort, frustration, fuel consumption, and travel times experienced as a result of intersection control and the resulting traffic queuing. A detailed description of each LOS rating can be found in Table 2.1. Table 2.1 Level of Service Grading Descriptions' Il C n Minimal control delay; traffic operates at primarily free -flow conditions; unimpeded movement within traffic stream, Minor control delay at signalized intersections; traffic operates at a fairly unimpeded level with slightly restricted movement within traffic stream, Moderate control delay; movement within traffic stream more restricted than at LOS 11; formation of queues contributes to lower average travel speeds. Considerable control delay that may be substantially increased by small increases in flow; average travel speeds continue to decrease. High control delay; average travel speed no more than 33 percent of free Flow speed. high control delay; extensive queuing and high volumes create exceedingly restricted traffic flow. 'Highway Capacity Manual, 6h Edltlon. The range of control delay for each rating (as detailed in the HCM) is shown in Table 2.2. Because signalized intersections are expected to carry a larger volume of vehicles and stopping is required during red time, note that higher delays are tolerated for the corresponding LOS ratings. Table 2.2 Level of Service Grading Criteria' A 0-10 0-10 B >10-15 >10-20 C >15-25 >20-35 G > 25 — 35 > 35 — 55 E > 35 -- 50 > 55 — 80 F2 > 50 > 80 ' Highway Capaclty Manual, 61n Edition. 2AII movements with a volume to Capacity (v/C) ratio greater than 1 receive a rating of LOS F. JB Hmil Lamont, IL Page 8 June 2023 Kimley>»Horn Based on these standards, capacity results were identified for the study intersections under existing conditions. The results of capacity analysis for existing conditions are summarized in Table 2.3. In this table, operation on each approach is quantified according to the average delay per vehicle and the corresponding level of service. The results for the study intersections are based on HCM 61h Edition capacity analysis. Copies of the Synchro reports are provided in the appendix. Table 2.3 Existing (2023) Levels of Service Maley Road 1 Maley Road Eastbound Westbound Northbound (Left) Southbound (Left) Maley Road / Main Street Eastbound (Left) Southbound Maley Road I Access A Westbound (Left) Northbound Maley Koao i Access is Westbound (Left) Northbound L 0 0 0 9 A 9 A 10- A 9 A 7 A 8 A 7 A 8 A 9 ' A 9 A 17 — , C 20 C ..- - .... 7 A 9 A 9 A A 7 A 7 A 9 A 9� A Main Street ! Access C 11 Eastbound (Left) 8 A 9 A Southbound 13 B 16 C A - Minor-I.eg Stop -Controlled Intersection Under existing conditions, the intersection approaches and movements operate acceptably at LOS C or better during both peak hours. For each study intersection, the 95th percentile queue is approximately one (1) vehicle during the peak hours. At the intersection of Maley Road/Main Street, the 9511, percentile queues estimated for the southbound approach are accommodated within the existing storage lanes. A taunt — Lemont, IL Naga 9 June 2023 Kimley >)) Horn 3. DEVELOPMENT CHARACTERISTICS This section of the report ❑utlines the proposed site plan and summarizes site -specific traffic characteristics. ❑evelopment Characteristics The proposed redevelopment would include a 34.55-acre transportation facility. With the redevelopment, the existing ❑ffice building would remain, and the perking area would be modified to provide a total of 643 truck parking spaces. In addition, a total of 41 vehicle spaces (39 standard, 2 accessible) would be provided. Access to the site would be provided via a single full -access driveway to Maley Road (Access A), located near the northwest quadrant of the site. The existing east driveway to Maley Road (Access B), located east of the gate, would be removed. The driveway to Main Street, located near the southeast quadrant of the site, would be a gated emergency access only (Access C). For purposes of this analysis, the proposed redevelopment was assumed to be completed in 2024. A conceptual site plan is provided in the appendix. Trip Generation In light of the unique characteristics ❑f the transportation facility, site trip generation was estimated based on operational data (i.e., employee headcount, shift hours, and truck activity) provided by JB Hunt. This data reflects JB Hunt's experience operating similar facilities and intended ❑perations for the Lemont site. A summary of the estimated site trip generation is provided in Table 3.1. Table 3.1 Empirical Trip Generation Data Drivers 1001 40 10 50 10 40 50 Office I Operations 102 5 5 - 5 5 Technicians I Supervisory 30, 15 - 15 - 15 15 Trucks 1404 10 40 50 40 10 50 'Estimated total 50 drivers, Each driver is assumed to generate two trips; one inbound and one outbound. 2Estimaled total 5 office/operations employees. Each employee is assumed to generate two trips; one inbound and one outbound, 'Estimated total 15 technicianslsupervisory employees. Each employee Is assumed to generate two trips; one inbound and one outbound, °Approximately 50 percent of drivers an first shift (20 drivers) may return once In the middle of the day for various operational reasons, Midday return assumed to generate two trips; one inbound, one outbound, Directional Distribution The estimated distribution of site -generated traffic on the surrounding roadway network as it approaches and departs the site is a function of several variables, such as the nature of surrounding land uses, prevailing traffic volumes/patterns, characteristics of the street system, and the ease with which motorists can travel over various sections of that system. The anticipated directional distributions are outlined for both passenger cars and heavy vehicles in Table 3.2, It should be noted that site -generated trucks will be directed to travel on Main Street east of Maley Load only; site - generated trucks will not travel west on Main Street through downtown Lemont. JB Hunt — L.emant, IL Page 10 June 2023 Kimley >)) Horn Table 3.2 Estimated Trip Distribution Based on these assumptions, the site -generated trip assignment for passenger cars and heavy vehicles is illustrated in Exhibit 3 and Exhibit 4, respectively. Total site -generated traffic, the sum of passenger cars and heavy vehicle site -generated traffic, is illustrated in Exhibit 5. JB Bunt — Lemont, IL Page 11 Jude 2023 EXHIBIT 3 Kimley))) Horn SITE TRIP ASSIGNMENT - CARS EXHIBi"r 4 K1mley))) Horn SITE TRIP ASSIGNMENT - TRUCKS EXHIBIT ICimle'y))) Horn SITE TRIP ASSIGNMENT - TOTAL Kimley»>Horn 4. FUTURE CONDITIONS This section of the report defines future roadway improvements and develops future traffic projections for analysis. The redevelopment is expected to be complete by Year 2024; Kimley-Horn therefore evaluated future traffic conditions for a Year 2029 design horizon (build -plus -five conditions, per typical IDOT requirements). A future no -build scenario was prepared in order to assess future traffic operation without the proposed redevelopment. Site -generated trips were then added to the no -build scenari❑ to analyze the redevelopment's impact on the study intersections. Future (2029) No -Build Traffic Projections Background traffic volumes were estimated using data from the Chicago Metropolitan Agency for Planning (CMAP). Based on information received from CMAP, traffic growth along Main Street is projected at a compounded rate of roughly 1.3 percent annually through Year 2050. Therefore, an annual growth rate of 1.3 percent was applied to existing traffic volumes (Exhibit 2) through Year 2029, The future (2029) no -build traffic volumes are presented in Exhibit 6. An official letter from CMAP documenting the projected Year 2050 traffic volumes is included in the appendix. Based on the anticipated traffic volumes, the results of capacity analysis for Year 2029 no -build conditions are summarized in Table 4.1. Future conditions were evaluated based on existing lane geometry and traffic control. Consistent with existing conditions, the results of the capacity analysis are based on Synchro HCM 6th Edition reports. Copies of these reports are included in the appendix. Table 4.1 Future (2029) No -Build Levels of Service Maley Road / Maley Road o Eastbound J A 9 A Westbound 10- A 9 A Northbound (Left) 8 A 8 A Southbound (Left) 7 A 8 -- - - A Maley Road 1 Main Street - o Eastbound (Left) 9 A 10- A Southbound 18 , C 22 C Maley Load 1 Access A p i Westbound (Left) 7 A 7 A Northbound 9 A 9 A Maley Road 1 Access B A — Westbound (Left) 7 A 7 A Northbound 9 A 9 A Main Street ! Access C 0 Eastbound (Left) a A 9 A Southbound 14 I B 17 C b - Minor -Leg Stop -Controlled Intersection As spawn In the table, the addition of background traffic growth Is not expected to materially change delay and queues at the study intersections. The approaches and movements at each study intersection are projected to operate acceptably at LCS C or better during both peak hours. The 950' percentile queues are expected to be approximately one (1) vehicle or less during both peak hours. J13 Hunt - Lemont, IL page 15 June 2023 LEGEND xx Wcokday AM Peak N O R T H (7:30-8:30am) N 0 r 10 SCALL lxx) Weekday PM Peak 1 y�4' (4 30 - 5:30pm) wow Existing Stop Sign y Less than Five Vehicles f �j 0 SITE (5) 30 (535) 280 (480) 255) EXHIBIT 6 Kimley))) Horn FUTURE (2029) NO-13UIL.D TRAFFIC PROJECTIONS Kimley ))) Horn Future (2029) Build Traffic Projections To develop future build traffic projections, total site trips (Exhibit 5) were added to the no -build traffic projections (Exhibit 6) to calculate future build traffic projections. With the proposed redevelopment, existing site operations would no longer occur; and therefore, existing traffic volumes ❑bserved at Access A (Exhibit 2) were removed from the area roadway network. Traffic projections for the Year 2029 build scenario are illustrated in Exhibit 7. According to the Village of Lemont, IDOT plans to widen Main Street from Wheeler Drive to IL Route 831IL Route 171. However, based on available information the IDOT project is in preliminary stages. For purposes of the Year 2029 no -build and build analysis, Main Street was assumed to continue to operate as a two-lane roadway. Based on the volume projections presented in Exhibit 7 and existing geometry, capacity results were identified for the study Intersections under Future (2029) Build conditions. The results of the capacity analysis are summarized in Table 4.2. Consistent with the analysis of existing conditions, the results are based on Synchro's HCM 614 Edition reports. Copies of these reports are included in the appendix. Table 4.2 Future (2029) No -Build Levels of Service Maley Road 1 Maley Road n Eastbound Westbound Northbound (Left) Southbound (Left) Maley Road 1 Main Street n Eastbound (Lett) Southbound Maley Road 1 Access A Westbound (Left) Northbound Maley Road 1 Access B A Westbound (Left) Northbound Main Street 1 Access C - — Eastbound (Left) Southbound A - Minor -Leg Stop -Controlled Intersection 9 A 9 A 11 B 10- A 8 A 8 A A 7 A 9 A 9 A 26 D 30 D 7 A 7 A 10+ B 9 A 7 A 7 A 9 A 9 A 9 A 9 A 14 B 18 C With the addition of site -generated traffic, all movements and approaches at the study intersections are projected to operate at acceptable LOS D ❑r better under both peals hours. At the unsignalized intersection of Maley Road/Main Street the southbound approach is projected to operate at LOS D under both peak hours. The 95t" percentile queue for the Southbound left -turn movement is expected to be one (1) vehicle in the morning peak hour and three (3) vehicles in the evening peak hour. The projected queues would be accommodated within the existing storage lane. The 95th percentile queue for the Southbound right -turn movement is projected to be one (1) vehicle ❑r less during the peak hours. For all other study intersections, the 95tn percentile queues are estimated to be one (1) vehicle or less. J13 Aunt- Lemont, IL Pago 17 June 2023 N ❑ R T M NOM TO SCALL LEGEND XX Weekday AM Peak (7:30 -- 8-34arn) (xX) Weekday PM Peak (4:30 — 5:30pm) mom Existing Stop Sign — Less than Five Vehicles k �C LP s 440 00) Mom- (10) 55 (480) 255 62� SITE (575) 320 -- EXHIBIT 7 K1mley))) Horn FUTURE (2029) BUILD TRAFFIC PROJECTIONS Kimley> Horn 5. RECOMMENDATION & CONCLUSION Based on Kimley-Horn's review of the proposed site plan and evaluation of existing and future traffic conditions, the existing study intersections are projected to adequately accommodate the proposed redevelopment. The following improvements are recommended to accommodate site traffic: + Remove the east driveway to Maley Road (Access B), • Gate and sign the driveway to Main Street (Access C) as emergency access only. • Based on previous use of the site, Access A should accommodate truck turning maneuvers; however, an AutoTURN analysis is recommended. to confirm truck access and onsite circulation. • Minor -leg stop control should be posted for outbound traffic at Access A. Regardless of the final configuration of site driveway geometrics, several additional items should be taken into consideration when preparing site improvement plans for the subject development. As the site design progresses, care should be taken with landscaping, signage, and monumentation at the site access locations to ensure that adequate horizontal sight distance is provided from the new stop bars. If alterations to the site plan or land use should occur, changes to the analysis provided within this traffic impact study may be needed. JB Hunt- Lemont, IL -- Page tg June 2023 TECHNICAL APPENDIX Conceptual Site Plan Traffic Count Data CMAP Year 2050 Projections Existing (2023) Capacity Reports Future (2029) No -Build Capacity Reports Future (2029) Build Capacity Reports JB Hunt - Lemont, IL June 2023 Kimley>Morn Kimley)))Horn CONCEPTUAL SITE PLAN A Hunt - Lemont, IL June 2023 Kimley>> Horn TRAFFIC COUNT DATA JS Hunt — Lemont, IL June 2023 01 _Maley Road It Maley Road - TMC Wed Jun 7, 2023 Full Length (6 AM-9 AM, 3 PM-6 PM) All Classes (Lights, Articulated '1'I'ucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1076113, Location: 41.689004,-87.949168 Fil GEWALT HAMILMN L a ASSOCIATES, INC. Provided by, Gewalt Hamilton Associniw� Inc. 625 Forest Edge Drive, Vernon Hills, IL, G0061, 11I)' Lug ❑hrecllon Access l=nsrbound Imtt wrs(boull(I Maley Nmihbouud Maley 0 k K I I I )m I I d Time 1. 1' R U App PLO* 1. T R U App 1'cd" 11 T 11 U App peel" 11 'r R U App Ped* 1m 2023-06-076!OOAM 0 0 2 () 2 u 2 4) 4) 0 2 0 G 0 G 0 12 O 0 o (I 0 f) II 1G 6;15AM u 0 2 u 2 0 u 0 1 0 1 u 3 u 14 a 17 0 0 u 0 0 0 0 20 6:30AM 0 0 2 0 2 u 1 4) 4) 0 1 4) 5 1 13 0 19 0 0 1 0 o 1 I) 73 6ASAM 0 0 2 0 2 0 5 0 0 0 5 () 11 O 18 a 2H 0 U U U U 0 0 33 Hourly Total 0 0 a 0 a 0 a 0 1 0 4 0 72 1 51 0 74 0 0 1 0 0 t 4) 92 TUOAM a 4) :i 0 3 0 1 0 0 0 2 0 9 1 10 0 20 o 0 1 0 0 1 0 26 7; I5AM 0 0 2 0 2 0 6 0 0 0 6 (1 7 1 9 (1 17 0 1 0 0 0 1 t) 26 '7:'.wAM U (r 4 0 4 u 2 G (1 1) 2 u 4 2 10 0 16 0 0 I n u l () 23 7;45AM n a 7 () 7 () 4 0 0 O 4 (1 'i H 14 1 26 o 1 1 0 () 2 (1 34 Hourly Total 0 0 II a I a 14 0 0 0 14 0 23 12 43 L 79 0 2 3 11 6 $ tl log H:00AM 0 0 :1 0 3 0 5 0 U u 5 o 1 6 9 U 1fi [I u 7 G 0 2 U 2(i _ 8:1SAM T� �H::10AM 0 a 2 u 2 n 8 0 0 n It o 5 5 G 0 16 0 0 0 0 n 11 0 26 q u 0 0 0 0 2 0 0 0 2 u 1 3 4 11 H 11 0 2 u 0 2 0 12 8:45AM uuwly'I'n+,A 0 0 •-0 3 0 3 o 4 0 0 U 4 0 3 1 4 1 9 0 0 0 0 0 0 o I a 8 0 U f) 19 0 0 0 19 0 10 '15 23 1 49 0 (I 4 U u 4 0 80 un'(vl i:,I'M 4) 0 2 0 2 0 13 0 0 0 13 0 2 1 45 0 9 n I) 1 0 0 1 u 2s I U 3 0 4 (r 14 u 0 3 17 0 1 I G 1 9 u 4) 4 1 0 5 0 35 t;;WpM 0 0 a 0 a 0 14 0 1 0 15 0 3 2 4 0 9 (1 1) 4 0 0 4 U :111, 3:45PM 0 0 3 0 3 0 In o 11 4) 10 11 3 2 2 0 7 0 4) 1 O l) 1 () 21 Homiy Total 1 0 16 0 17 0 51 O 1 3 55 0 9 6 18 1 34 n 0 10 1 0 11 0 117 4:OOPM 0 0 10 0 10 0 IS U 11 U 1S I) 1 2 4 0 7 U 0 4 0 0 4 0 136 4:151;M a n 8 0 8 0 7 0 :1 0 10 O 0 2 11 1 14 a O 6 1 0 7 0 39 4;30pM u 0 5 0 5 0 14 0 1 0 15 4) 2 2 4 0 11 0 1 G 0 0 7 a 35 4:+15YM 0 f) 7 0 7 11 6 4) 1 U 7 rl 3 0 3 0 6 0 1 r) 0 0 (i I) 26 I 1-(01irly'1'(t(al 0 1) 30 0 30 u 42 0 5 0 47 0 6 6 22 t 35r 0 7 21 L 0 24 0 136 5r0011m 0 () 3 0 3 0 1,, 0 0 0 15 () 1 1 2 0 4 0 0 4 0 0 4 I) 26 I!&M U 0 1 0 1 11 It 4) 0 0 a 0 0 1 0 0 1 0 u 3 0 I) 3 4) 13 5::fu1IM 0 0 0 0 0 0 0 0 1 O 1 (1 3 1 2 n G I) 4) 0 u 0 0 0 7 5:,15PM 0 0 11 0 1 5 0 0 1 5 o 0 2 25 tl 0 0 1 0 0 7 26 U 0 2 6 3 6 1 5 0 0 G 0 ii a O u 3 10 a 0 0 0 .1 10 1) 1) 12 m Hourly Ibi'll Total l 0 78 0 79 0 159 0 8 3 170 o 76 46 162 4 7.00 11 4 49 2 0 S5 Y)2 %Approach L.3% 0% 98.7% 0% - - 9;i,S % 0% 4,7% I,H9f, - - 26,4% 16.0% %3% 1.44E - 7.:3% M.1% :i.(i% 0% %-1 olal 0,2% Q% 1:;,2% 0% 13,3% 2G.9% 0% 1.4% 0.5% 28.7% - 12.8% /.Ii S. 21.11% 0.7% 4H.6% 0.7% 83% 0,3% 0% 9.3% - - -- Lighu; 0 0 s0 O 50 IN 0 4 2 116 .1 ;11 9H 3 IM i 14 0 O 36 :t114 64.9% `SA Liglus U%, UIN, 1W,1 % 0% 53,3% ri .4% 0% 50.0% GG.7% 67.6% 67.1 % 67.4% (if).5,% 75mm, 1i3 q% 5().11 % 69,4'% 0% 0% 0.5% AIIIClddt(RI'1ncnks 0 0 14 0 14 - 34 0 1 0 40 - 11 It 49 1 70 2 7 0 0 9 ru 'A, Ai nk ii1,ard'rr ru ks I& (11Yn 17.5Ym, 0%17.7% 24.5% U% 12.5% 0% 23.5% 15.9% 17.4% 30.2% 25.0% 24.3% SO.0% 14.:34g, a% 0% 1ti.4% 22.5% Itllxi•%a110 Siul;lr thin 1Yucks 'M, Ilu-cr!: Mid .;iRgTZijjrit Tucks 1 U 14 0 15 11 ❑ 3 t 15 1:3 7 15 0 3S U IS 1 0 10 75 100% 0% 17.t)% 0% 19.0% 6,4% 41% 37,5% Ti,:M, U,U% 17.1% 15.2% 9.3% 0% 12.2% 0% 16.3% 1[)11% G% LU,2% 12,7% Hicycl po Rood 0 u 0 0 0 - 0 0 0 0 0 o u 0 0 0 0 0 0 0 0 - 0 % Bicycles on Road 0% 0% 0% 0% 0% 0% u'):, n'x, 0% U% 0% 0% 0% 0% 0% 0% o% n'ih 0% *% u% Pcdrslr'i:ulti - U - - - - - 4) - - - - U - - - - u 'X, Pi'[ICg(r qlb Bicycles on Crosswalk U 0 U 0 I'eclesidulls and Bicycles on Crosswalk. L.: Left, it: 1tight, T: 'I'll I'll, U. U-TLp'11 1 4f 8 01_Maley Road / Maley Road - TMC Wed Jun 7, Y.W.3 Forced Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Buse% and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1076113, Location: 41.689004,-87.949168 A► GRALT HAMILTON 1 a ASSOCIATES, INC. Provided by: Gewall Hamilton Associates Inc. 62S Forest Edge drive, Vernon Hills, IL 60061 , US Leg l}I!'CCUi51Y Arross I?;lwSll��uiYd i,m[ Wcs[bulllYd Maley NUr1111MA1nd Maley SUulhhUund flliYe L T R ll App Pad* L T R U App Pod* L 1' R U App Po& 11 T R U App IN,& In( 2023-OG-U7 7:30AM 0 0 4 0 4 0 2 0 0 0 2 0 4 111 U IG U U 1 U 0 1 0 23 7:45AM 0 0 1 0 2 o 4 0 0 0 4 0 3 43 14 l 20 0 1 t 0 0 2 u :34 8:OOAM U U 3 U :3 U .'i U U 0 5 U 1 6 S) 4) 1G U 0 2 U U 2 0 26 8:15AM 0 0 2 () 2 0 a 0 0 0 R 0 r !'i (i 0 16 () U U U 0 0 U 26 Total I) o II o 11 i) 19 0 0 0 19 0 13 21 :39 1 74 0 1 4 0 0 5 d 109 % Appj;LLcll 0% O'S6 I UU'46 0% - 1 UU% 0% U% 0% - - 17.6% 28.4% 52.7% 1.4% - - 20.0%, 80.0% wy, [)% - 9 ,rural O% 0% 10.1% 0% 10_l% 17.4% 0% 0% 0% 17.4% 1 1.9% 19,3% .35.8 )% 0.')% 67.9% O,t)'>6 :1,7'% WY. U% 4,60A PHF - - 0.6198 - 0_611R 0.594 - - - 015A 0.65o U,(i56 U,696 U,250 0.712 0.250 0.500 - - 0.625 0AW Hgh(a 0 0 1 0 1 d U 0 U a 10 19 22 1 52 0 1 0 0 1 W 9,1,011R o% U% 9,1 % 0% 9.1 % 42.1 % 0% 0% 0% 42. I % 76.1% 90.51% 96.4% 100%} 70.3% o%, 25, w% o% 1)% 1U.0% 56.9% Ar1lcnlated'1Yucks 0 0 5 0 5 - ID 0 0 4) 10 - 1 '1 14 0 17 .l 2 U U 3 - 35 `A Auic ulaled'lhirks O'35 0% 45..S% 01%. 4!i.!i'% 'i', .6%, 0% [k'3f, ()'N' ;i'J, 6'Yu 7.7% 9,5% 35.9% U% 23.0% I UO% 50.0% 0% 0% 60.0% 32,1 % Buses and Single -unit 'i'rucks U O 5 U 5 1 0 0 0 1 2 0 3 0 5 U 1 0 0 1 12 % Buses and Single -Unit Trucks 0% 0% 45.50A. 0% 45.5% 5,3% 0% 0% 0% 5.3% 15.4% U`i& 7.7% 01% 6.8% 0% 25.0% 0% 0% 20.0% 1 1,0% Biryelm on 11114k(l (1 0 Il 1) 0 U U U U U U 0 () 0 0 0 0 0 0 0 A) °% Bicycles oil Road 0% U% O'Y) 01% 0% 0% 0% 0% 0% 0% 0% O% 0% 0%, (196 0%r 0% 0`i6 0% ()% U% Pedcstrianti 0 1) I] 0 %Ndeslrlans Bicycles on Crosswalk 11 O 0 U % Cficycles on Crosswalk - - Pedestrians and Bicycles on Crosswalk. L: Leh, R: flight, I : 'Chru, U: U- Turn 5of8 01_Maley Road / Maley Road - TMC Wed Jun 7, 2023 forced Peak (4:30 PM - 5:30 PM) All Classes (Lights, Articulated 'Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1076113, Location: 41,689004,-87,949168 I GEWALT HAMION L 1 . ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Lug t3imaiull ACCess 1;a81hound inlll Westhannd Maley Northimund Maley 80t1t111)utlml Time 1, T R U App llvd* 1. T R U App llu& L T R U App Pcd^- L r It U App 1'fad* In[ 2U23.06-07 4:3uPM U U 5 0 5 () 14 U 1 U 15 0 2 2 4 0 S 0 1 G (S I) 7 u 35 4:45PM 0 0 7 0 7 (1 G O 1 0 7 U :1 0 3 p 6 q 1 ''l () U G 0 26 SMI)m 0 0 3 1) 3 1) 15 (l 0 Il t,`M u 1 1 2 U 4 U U 4 U 4) 4 0 26 5:1511M 0 a 1 0 1 u 8 0 0 u a 1) U 1 0 (1 1 u (l :3 0 () 3 1) 13 Tutal 0 0 16 0 16 0 A3 0 2 0 45 I) G 4 () 0 19 II 2 111 (1 0 20 (1 iou % Approach 0%, 01M 100%, 0%, - - 95.1;'Y, WM. 4.41M, o%. - 31.&N. 2 1, 1 % 47,4% 0% ) UAYA 90.0% U% U% - Wrotatl 6% 0% 16.0% 0% 16.0% 0.11% Wyu 2.0% 0% 45.0% 6.0% 4.0"/u 9.a'%u 1)% Ifl.0% 2.0% 18.0% 0% 0% 20.0% Pill' - - U,571 - 0.571 0.717 - 0.540 - 0,750 0.500 0.500 0.563 0 94 0.500 0.7,90 - - 1014 iOL4 Lights 0 0 1G 0 1G '45 0 1 0 36 0 1 4 q 5 1 Is U U 16 7;3 % ]ARMS 0% 0%Y l 00%, 0% 10(m A 1,4W. I)%. SI1.i % o% mi,o% ()% 44,4% I)IM, 7G,:;% 50,0% 833% U% 0% 80.0% 73.01)E� At icul:lted'rmcks 0 0 0 0 0 G 0 0 0 5 4 1 3 0 8 1 2 0 0 :i I(i % Articulated'1}ucks U% 0% U% U% 0% 1 1.G% 0% 0% 0% 1 1.1% 66.7% 25.0% 33.3%r 0% 42.1% 50.(l%. 11,1'u. 01%. (I'M, l N.(j% 1 G,U% Buses and Single-tlnil 'nllcks 0 0 0 0 0 0 1 0 4 2 z 2 U 6 0 1 0 u 1 11 '3:, It,ua•!::nul Siltgll�lluit 'rruc'ks u% O% o% o% a% 7,0% 0% 50,0% 0% 0.9% 33.3% 50.0% 22.2% 0% 31.G% 0%, 5.6% 0% 0% 510% 11 A% IMcyclesoil Road 0 0 () () 0 0 () () () 0 0 0 0 it o II 1) U U 0 0 %Bicycles on Road 0% 0% 0% 0%, 0% 0%, 0%, q46 0% 0% 0% 0% 0% 0% 0% u% 0% 0% 0% 0% 0% % Hicyk. k", ou (;russwallc O (I 0 0 liicyckcs on Crosswalk '.Pedestrians and Hicycles 4n Crosswalk. L: Left, R: Riglit,'T: Thru, U: U-'1'u1'n 7of8 02_Maley Road / Main Street - TMC Wed Jun 7, 2023 Full Length (G AM-9 AM, 3 PM-6 PM) All Classes (Lights, Articulated 'ITLICks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on (toad, Bicycles on Crosswalk) All Movements Its: 1076114, Location: 41.G8791.,-87.948826 I GFWALT HAMILTON L I a ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc. G25 Forest Edge Drive, Vernon dills, IL, G0061, US Leg Diaxtiofl Mail) 146lllllUnd Main Wrallloollll Maley 6oullibound Time 1.1 T U App Pull, .1. 11 U App l'rd* L it U App Ile& Int 2023-06-07 C:OOAM 8 ;JU () 4G 0 F32 5 0 57 fl 4 0 [i 4 0 107 6:15AM 9 47 0 5G () 74 9 U 113 0 1 1 0 2 {l 1.41 G:30AM G CC () 72 (I 95 14 0 99 0 1 2 0 3 0 174 6:45AM 4 55 0 59 U 75 22 0 9"1 II 5 3 0 8 n 164 Hourly Total 27 206 0 233 () 288 50 0 336 +I 11 9 n 17 0 586 7;OOAM 9 58 n C7 0 78 1.1 0 09 11 5 1 0 6 U 1G2 7:15AM 3 49 0 52 () 79 13 (} 92 1I 4 4 U 8 0 152 7;30AM 3 65 4 G8 0 7S 12 o W 0 4 2 0 6 II 161 7:45AM 12 73 0 85 i) 129 16 0 145 (J 7 1 1) It U 238 Hourly Total 27 245 U 272 t) 361 52 0 413 0 20 8 U 28 0 713 8:00AM 8 49 U 57 1) 108 7 0 IIS U 9 2 U 11 II 183 t):MAM 5 45 0 50 ) 90 12 U 102 0 G 4 0 10 0 162 UJOAM 4 42 0 4fi a (;q 5 0 69 O :3 2 1) 5 O 120 8:4 5AM 7 42 0 49 0 67 2 0 G9 U 3 4 0 7 0 125 Hnurly'I'mal 24 376 0 202 0 329 26 0 355 0 21 12 n 33 n 590 :J;UUPM 3 92 U 95 0 76 7 U U3 U 10 G () 16 U 194 3; I5PM 4 128 0 132 0 84 5 0 8.9 f) 12 10 II 22 O 243 3:30PM 1 E13 () 84 U 109 8 U 117 0 15 11 U 26 0 227 3:45PM 2 145 0 147 U 86 6 O 92 II G 7 0 13 fi 252 Hourly Total 10 448 0 458 0 355 26 U 381 0 43 34 0 77 O 916 4:00PM 2 122 0 124 Il 90 6 () 96 0 22 7 0 29 0 249 4:15PM 2 100 0 I(Tl it 95 11 U 106 U 7 13 U 20 0 2211 4:30PM 3 112 U 115 () 124 5 0 12ry I') 12 14 0 26 n 270 4:45PM I IU2 U 103 0 126 6 0 132 () 13 7 0 20 0 255 HOUrly'rolal 8 436 0 444 0 43!; 28 0 4El 0 54 4) t) 95 1) 1002 5;0011M 2 121 it 123 o 135 2 0 137 0 14 1) O 23 I) 283 S:1SPM n 11.1 0 111 (1 1111 t 0 119 11 7 2 0 1.) 0 239 S:31IPM 1 81 U 82 0 107 S 0 112 O 3 0 0 ;i U 197 5A511M 4 70 0 74 II 113 3 0 116 0 3 2 0 5 () 195 Aukll-ly Total 7 383 () 390 0 473 11 0 AIN 11 27 13 U 40 (} 914 'Intal I0A 1696 0 1999 0 2239 193 it 1432 I) 176 114 0 290 U 4721 ' '%(, Approach 5.2% 94,8% 0% - - 92,1% 7.9% ()% - - 60.7% 39.3% 0'y� %'1'utal 2.2% 40.2% O% 4.2.3% 47A% 4.1% 0% 51.5% 3,7114. 'l,4% U'Sii G. I -%- - Lights fig t747 n 1816 2078 122 0 2200 113 84 0 197 4213 %Lights 67.11'4f. 92.1% 0% 9u.0% 92.13% 63,29t, 6% 90.5% 64.2% 73.7% 0% 67,9% 89,2% AkticulaINI'l-ekicks 24) 101) () 128 102 45 0 147 42 17 0 59 :334 %Arlicuiulcd'Itucks 27.2% 5.3% 0A. 6-4% 4.6% 23.3% U% G_0% 23,�)'Y 14.9% U% 20.3% 7.1% Buses and SinghUnit'r ucks C 47 0 53 59 20 0 8-S 21 13 0 34 ) !2 % 13ures and Single -Unit Trunks 5.8% 2.5% U% 2.7% 2.8% 13.S% oly, ;i.5% 1 1.9% l I A% 0% 11.70X, 3,6% Bicycles on Road 0 2 n 2 0 0 o 0 n n 0 0 2 %BicycitsonRuad 0% 0.1% O% 0.1% 0% 0% U% 0% 0% U% 0% 0% W Pedestrians (1 0 n % liirycl!', on (:rnsswalk o o 0 '35, Isiry(Irs 11110lisswalk Nrdestrians and 13ic'ycles on Crosswalk, L: Lefl, It: Iliglit, 'I'; Thru, U: U=Turn 1 of 6 02_Maley Road I Main Street - TMC Wed Jun 7, ;202;3 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Buses and Singly: -Unit Trucks, Pedestrians, Bicycles on (toad, Bicycles on Crosswalk) All Movements ID: 1076114, location: 41.68791,-87,948826 r fil GEWALT HAMILTON L m ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc. G25 Forest Edge Drive, Vernon Hills, IL, 600G1, US D11rctlon Malin Fasthound Main wl'sllrnnnj Maloy 4aulhlauund Time L .1. U App I'e(j, 'f R U App IN:& L R U App I'ed* Inl 2023-OG-07 7:90AM 3 G5 U 68 0 75 12 q 87 0 4 2 0 6 I) I67 7:45AM 12 73 U 85 0 129 16 U 145 11 7 1 O 8 U 238 8:00AM 8 49 0 57 0 105 7 0 11.9 Il 9 2 tl 11 1Y 183 8:15AM 5 45 0 FAI U 90 12 0 IU2 0 G 4 U to 0 162 Totai 28 232 0 260 1Y 402 47 U 449 11 26 9 0 35 tl 7" 96 Approach 10.8% 89,1% 0% - 895`;O 10,5% 0% - 74.3% 25.7% 0% %Total 3.8% :51,2% 0% u.9% 54.0% 6.3% 0% 6Q;1% 3.5% 1,2`16 0% 4.7% PFIP 0.583 0.795 - 0,765 0,779 0.734 - 0.774 0.722 U,563 - 0.795 0.782 Lights 19 201 0 220 371 34 0 405 H 4 0 12 G37 %Lights 67AIN. ktj,{j'y{ U% 84.0% })2,3% 72.3% UM 90.2% 30.8% 44.4% 0"y Articulated 'Fracks 8 22 0 :fO 17 11 0 L8 14 Z U tIi 74 % Artictrlltl(Ld Trucks 28.8% '1.9% 01li. 11,5% 4.2% 23,4% U% 6.2% 53.8% 22^2% o% 45.7'x, 9.9% Buses and S1gg1e-Unil'Ituc6- 1 9 U 10 14 2 0 16 4 3 0 7 % Iluxew Add 5urgle-Unit'liucks .1-6% 3.9% U% 3.8% 3.5% 4.3% 0% 3.6% 15.4% 33.395 Bicycles on Road 0 0 0 0 U 0 0 U 0 0 U 0 U % Blcyclea on !toad 0% 0% 0% 0% O% 0% U% 0% 0`S6 0% 0% 0% 0% Kdestrians O p O % 1'cclestrians Bicycles nn C RISSwa11f % Bicycles on C:rnsswtdk Feaesu'lalls [aml liwycles on crosswalk. L: lxft, R: Right, T: Thrtl, L1; ll-Turn 3of6 02—Maley Road / Main Street - TMC Wed Jun 7, 2023 PM Peak (4:30 PM - 5:30 PM) - Overall Peak ]-lour All Classes (Lights, Ardculated'1^rucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1076114, Location: 41.68791,-87,948826 GEiAIT HAMILTON L Iri �I ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge DILive, Vernon Hills, iL„ 60061, US l.Og Dircultm Main Eastbound Main WeAmilml Maley suuthhnund Timc 1. T U App Pcd* .1. R u App Ped* Iw R U App Ped" ]nl 2023-06-074;30PM 3 112 U 115 0 L24 5 0 129 it 12 14 0 26 0 270 4;45PM 1 102 0 1,03 () 126 6 0 132 U 13 7 0 20 1) 255 5:OOPM 2 121 0 123 1) 135 2 u 1:17 0 14 9 0 23 (I 203 5:15PM 0 ill 0 111 U 118 1 0 119 U 7 2 0 9 0 2:39 ']bull 6 446 0 452 0 503 14 0 117 U 4G 32 0 78 0 1047 % Approach 1.:3% 98.7% 0%, - - <)7„ 3% 2,7% u% - 59.0% 41.0% 0'S!r - %Tolal 0.OIX. 42.()% 0% 43,2% 416U% 13% 0% 49.4% 4.4%, 3,1% I)''>¢, 7.4'% P11117 u."sill] U,921 - 0.919 0.931 0.583 - 0-943 usU 1 0,571 - 0.750 0.925 Lights :3 426 0 431 474 3 0 477 313 30 0 Cali 976 % Light-s Aru, ulatedTiucks 50.01M 96.0% 0% 95.4% 94,2% 21,4% 0"X, 92.:3% 82.6% 93.9% OW, 87.2%, 93.2% 2 13 0 15 18 G 0 24 4 1 () 5 44 9L)Aitkulad)KI'1im:k% :i;i.j% 2.9% u% 3.3% 3.G% 42.9%) 0% 4,G% 8.7-N. 3.1% U% 6.4% 4,2%, IItim mid Single -Unit Trucks 1 5 0 G 11 5 0 16 4 1 f) 5 27 Wh Ituses Turd single-Unil'ftucks 16.71% 1.11% 0% 1.31% 2,2'% :35.7% 0% 3.1% 8.7% 3.1%, 0% 6^4% 2,G% Bicycles on Road () 0 0 0 0 u 0 0 0 0 0 0 0 9fh Weycles on w."Id 0% U% u% O% 0%) 0% 0%) 0% U% u% u% G% tj% Pedestrians - - - - 0 - - - u - - - - 0 % Pedv+ lrians - - - - - - - - - - Hicyclo, on ('14mwalk O 0 U 'Y' Klvp lv'ri nil t;rosxwullc *Pedestrians and Bicycles on Crosswalk. L: Lerll, 11, Righl, Vl 'I'h3u, L1; U-Turn 5of6 03_Maley Road / West Site Driveway - TMC Wed .fun 7, 2023 Full Length (6 AM-9 AM, 3 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles un Road, Bicycles an Crosswalk) All Muverrlents ID: 1076115, Location: 41.690578,-87.947217 Fil GEWALT HAMILTON 1. a ASSOCIATES, INC. Provided by: Cewalt Hamilton Associates I11c. G25 Forest Edge Drive, Vernon Hills, IL, 600G1, US Leg Direction Access we.'ah mil InUI Blvd Nurillf)unnd 111111 Blvd Smthbowid Time I, It U App Ped T It lJ App Pe& L T U App Pod" Int 2023•06-07 G:OOAM U () 1) 0 0 7 [) 0 7 U {} 2 0 2 0 9 6:15AM u 0 4 0 0 14 U a 14 O 0 1 0 1 U is r) 3IoA1v1 U 0 0 0 U 14 0 0 14 11 Si 1 0 1 0 15 23 6;45AM 1 U 0 1 II 17 52 1 1 0 U Ili 713 it rl -fl - 4 0 4 0 HUurly'rota] 1 0 O 1 0 0 k 0 8 U 62 7:OOAM 0 o O u U 9 2 0 11 a ll 0 2 (Y 13 7;1Mm U 0 U 0 0 9 0 (l 9 0 [1 o U 6 o 1ti 7;30AM 1 0 0 .1 n 10 2 0 12 0 0 1 0 1 u 14 7:45AM r) 0 n t) U 11 4 0 15 0 U 3 n 3 0 18 Hourly Total 1 U 0 1 0 39 8 1) 47 lY 0 1,' 0 12 0 tap MOAM 8:15AM O 1 0 1 0 5 4 II 9 0 IY G 0 6 0 1ti 1 U 0 1 11 1 0 6 0 U 7 0 7 Il 14 8:30AM 1 I) 0 1 i) 1 1 [) 5 1) u 1 0 1 11 7 6:45AM t 0 0 1 0 3 1 U 4 H 0 2 U 2 11 7 11011r1y Total 3 1 () 4 O 17 7 0 24 0 0 16 0 16 II 44 3:00PM 2 0 I] 2 tl 1 3 0 4 u {) 11 U 11 II 17 3:JSpM 4 U Il 4 (i 9 1 0 10 II i) 13 U 13 li 27 :i;;iUPM 3 1 U 4 1 2 3 (1 !; II I II 0 12 1) 71 14511M Huurly Total 2 0 0 2 r) 2 0 U 2 11 (Y 8 0 8 41 12 I I 1 0 12 1 14 7 0 21 1) 1 4a t) 44 0 77 4:On1'M 3 O l) :3 U 3 1 0 4 u a 12 0 12 0 19 4;IRPM 1 O 0 r lY 7 2 II 9 1) 0 9 O 9 [) 19 4;3011M 1 0 (Y 1 0 S 1 Il 6 D 0 13 (Y 13 f) 2U 4:45111A _ .._ I I {) I (1 2 2 0 4 o ll ri o 6 Sl 11 Fluurly Total 6 II i1 6 0 17 6 0 2:3 0 0 41 0 40 0 69 !S:oo1)M U 0 {} U 0 2 0 0 n U (1 2 0 U U U 0 15 [I 5 0 Is 5 o 1) 17 Ei +;15I'M 5:3011M 5:4511M 3 O f} 3 n 0 i) 0 0 U 1 U l 2 [) 0 0 tl 0 0 2 U 0 0 0 U 1 0 0 1 n 4 2 0 2 U 3 1lonuiy Ta[a) 3 0 0 3 0 4 (1 1 5 0 U 22 0 22 [) 30 i'Uial 25 2 U 27 1 141 29 1 173 0 1 141 0 142 U 342 %Approach 92.G% 7.41y. 09% - 62,7% li',r1'Y 0.6% - - 0.7% 99, % 0% - - %1'olul 7,31,4, 0,61ff1 U'%I+ 7.9`16 41.8% li.;,'Sii O.3% 50.6% (),Ty- 41.11A U% 41 5% - 1�ighls 17 1 0 18 87 16 1 tO4 1 94 0 l}5 217 %Lights 60.0% 50.0% 0% 66.7% Bn,M 55„$% lUm 60.1`Yu 100% 66.7% 0%. 66.9% 615% Ar inilated Ducks 4 () 0 4 51 5 0 5G D :35 I) :35 95 % Articulaled Trucks 1 G,()% (J% 0% 14.0% 35.7% 17.2% 0% 32.4% [l% N.8% 0% 24.6% 27.8% Buses and Slagle l►nit "tYut'ks 4 1 0 5 5 8 0 13 0 12 0 12 :30 'A ISLI%P%:11111 S rrllll OF it Trucks --- - 16.0% S).O% 0% 18.5% 3,5% 27.6% 0% 7.5% - 0% 19.5% 0% 8 5% 8.8% Bicycles on Road -- n 0 n 0 U 0 0 0 n 0 () U 0 %Bicycles on Road 0% o% U% 0% 0% 0% 0% (1% 0% 0% 0% 0% 011q I�erloktrGa}; I 0 u % Pedustri n n, - - - - 1 WA- 10(e t'lcs an Crosswalk 01 ol 0 % liiryrlos on Crnssw;dk U% 4:PeCIC'S11'i111S and liicycICIS on Crosswalk. L: Left, R: Right, T: T'hrt1, U: W-Turn 1 of 8 03_Maley Road / West Site Driveway - TMC Wed Jun 7, 2023 Forced Peak (7,30 AM - 8:30 AM) All Classes (Lights, Articulated Trucks, Fuses and Single -Unit Trucks, Pedestrians, Bicycles an Road, Bicycles on Crosswalk) All Movements fD: 107G115, Location: 41.690578,-87-947217 GEWALT HAMILTON 1 m ASSOCIATES, INC. Providcd by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, G0061, US I.Bg Dlrectloq Accusa Wes(hoantd (mtt Blvd Nurlhhiuiml Imu lilvd Suulhbuund Time 11 It 1J App llud, .1. R if App Pod* L [ U App ha 2023-06-(j'1'/!:i0AM I u u 1 0 10 2 0 12 0 U I (1 1 0 14 7ASAM U 0 0 0 {) 11 4 (7 15 U U 3 U 3 {) 18 8:00AM {] 1 4) 1 0 5 4 0 9 {) () G () 6 0 16 8:1SAM 1 0 0 l 0 5 1 0 G 0 0 7 0 7 0 14 7,01al 2 1 0 3 0 31 11 0 42 u 0 17 0 17 11 62 % Appmach GG.7% 3:3.3% 0% - 71-w 26.2% 0% - 0% 100% 0% - %'rotal 3.2% 1,6% 0'y 4.8% 1,0% 173% 0% 67.7% 0% 27.4% 0% 27,49E KIP o'!'Mo 0,250 - 0.750 0.705 0.688 - 0.7(M - 0.607 - 0.607 0.861 Lighu, 1 0 0 1 1S 10 41 2`i L) 7 0 7 :1:1 % i.ighm 50.01Y, 01A 0% 33.3% 411,4% J0,9% u% 59,5% 0% 41.2% 0% 41-2% 53.;2'95 Ailic:ulatedlTrucks 1 I) 0 1 IG 0 0 16 0 9 0 9 26 93<,Ai6E11ld14'dATjL1'kx 50.0% 0% U% 33.3% 51.6% 0% 0% 38.1% wy- ",7,9'1k u% 52.9% 41A% linypg:utdSiul;la• Uuit-l-rocks U 1 0 1 - O 1 0 1 0 1 0 1 - 3 %1luscsmid Siugli-Unil'Imcks 0% 100% 01A 333% (m, 9,11y, 0% 2.4% (10% S.9% 0% SA% 4,8% Bicycles on Road 0 0 0 0 0 0 0 a () 0 0 0 U % Hlryclel im 11nc1d (11Y, 0% u% 0% 0% 0% 0% 0% Im, 0% U% 0% 01Y, Pcdcstricuis (1 U 0 % Pudestrians Bicycles on Crosswalk 0 0 U % hicyrlrs on C:resgswAlk *Pedestrians and Bicycles on Crosswalk. L: Left, R: Righ(, 'I : 1'hr11, u: 0-Till'n 5of8 03_Maley Road / West Site driveway - TMC Wed tun 7, 2023 Vorced Peak (4:30 PM - 5:30 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID- 1076115, Location: 41.690578,-87.947217 r GEWALT HAMILTON L I n ASSOCIATES, INC. Provided by: Gewalt Hanlilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, US Leg ❑imcdon Access Westbaund Imo Blvd N>iddiunnd Ilml ISlvd .7Un1f11)nlllld Tinly L It U App Iled I R U App NO L T U App f'Qd' 111t 2U23-N-07 4:30PM 1 0 0 1 U 5 1 0 G I] 1) 13 U 13 0 20 4:4 5pm 1 0 0 1 () 2 2 0 4 0 U G 0 G 0 I I 5:001)M a s 0 U D 7 0 0 2 0 0 15 () I5 0 17 5:1511M 3 0 0 3 0 0 () () 0 0 0 r 0 s (1 0 Tonal 5 0 0 5 U 5)1 11 12 11 0 39 (1 39 11 SG % Approac:h 1000A. 0% 0% - 75.0% 25 0% 0% - 0% 100% 0% - %Tntnl 8.9% 01%0 0% tin. 1G.1'/u 5.4% a% 21.4% 0% 69.6%, G4.6% - P111' 0.417 - - 0.417 0.450 0.375 - 0-500 - 11.(Vio 0.650 0.700 Lights 3 0 0 3 5 I 0 6 0 31 0 31 40 % lights 60.0% 0% 0'% ti(1,(1% 5Di`%% 33,:i% 0% 50.0% 0% 79.5'A 0% 79.5% 71 4'Y AiIu,11lated-clucks %Alticutated'lrucks 1 0 0 I 3 1 0 4 (I 4 0 4 9 20,0% 0% 1 0 0% 0 20.0% 1 33.3% 1 33.3% 1 0% 0 3.33%(1 2 (7'% (} 3 .xyS 4 0% 0 10.3% 4 1G.10A 7 Buses and Single -Unit Trucks % Buses and Singll�lhlil'fcttcks 20,0% (I'm. I) % 70,(1+k 11.1% 33.3% 0% 16.7% U'N 10.3% 0% 10,,1%t', 12.5% Bicycles on Road u 0 a a a 0 0 0 n 0 0 0 a % 13icycks on Road 0% OAS, 0% 0% 0% n'% aac, 0% 0% 0% 0% 0% 0% Pedomrixms - - - - ❑ - U f1 Ncydes un Crusswalk U 1) [1 'in Bicycles on Crosswalk - - - - - - - - - - - - - - PUI(csll-ians and Bicycles un Crosswolk, I..a: Left, It: Righ(,'1: Th1'(1, U: U-Turn 7of8 04 Maley Road / East Site Driveway - TMC Wed Jun 7, 2023 r ,filG�ALT. �MIUMN Full Length (6 ISM-9 AM, 3 PM-6 PM) ImASSOCIATES, INC. All Classes (Lights, Articulated Trucks, Buses and Single-Unil Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) Provided by; Gewalt Hamilton Associates Inc, All Movements 625 Forest Edge Drive, Vernon !-fills, IL, 60061, US 11); 1076116, Location: 41-691587,-87.946112 Leg Access Inlet RIV(I Inut Filvd Direction Westhramd Noirdibuund S,mthhuund Time 1, R U App Pvd- 1' R U App 1'o& L T U App Ilod, lot 2023-06-07 0:00AM 1 U 0 1 {y R U ;) 0 {) 0 1 U 1 0 10 6:15AM 0 I) L) 0 fl 14 U 0 1.4 f) 0 1 0 1 0 15 G:30AM 0 0 (1 0 1) 11 1 1 13 [1 {) 0 () 0 11 13 6:45AM 1 U 0 1 U 15 1 U 17 U 0 3 0 3 0 21 Hnnrly TOtIll 2 0 0 2 0 48 3 1 52 0 0 5 0 5 U 59 7,OOAM 0 0 0 0 () G 3 0 9 4) 0 2 0 2 (} ] 1 7,15AM 2 () 0 2 0 G I U 7 0 U 3 0 3 0 12 7:30AM 1 0 0 1 U 10 1 0 11 0 0 0 U 0 0 12 7:45AM 1 (} f) 1 0 6 2 0 8 o (7 2 fY 2 0 11 Hourly Total 4 0 0 4 f) 28 7 0 35 Q U 7 U 7 p 46 S:OUAM 1 U O 1 u 5 0 U 5 1) 0 5 U 5 1) 11 R: L"rAM 1 U U 1 ) 'i U (Y ;3 U (} 4 U 4 U 0 UUAM 0 0 o 0 u 4 0 0 4 f7 Q 1 0 1 0 5 i3:45AM 0 U U 0 0 2 4) 0 2 0 0 _2() 2 0 4 Haurly'rolal 2 a 0 2 n 14 0 0 14 U 0 12 0 12 0 28 3:01JI'M 1 0 0 I i 0 1 0 1 0 0 lU 0 10 0 12 3:151'M 1 O 0 1 U 5 1 0 G 0 0 9 0 9 O 16 3:30PM 5 U U 5 11 1 3 U 4 0 U it U R 0 17 3:45NM I f! 0 1 II p l D 1 (1 0 5 {) S (1 7 HnurlyTalal 8 0 o J U f G 0 12 U 0 32 0 32 0 52 4:0011M 1 0 0 1 11 I 1 (l 2 0 0 9 n 9 0 12 4:15PM 2 U 0 2 I1 I 3 1 5 Il 0 S 0 5 I] 12 4:3OPM 4 U 0 4 (Y 1 S 0 fi () 0 8 U R q 18 4:4!"PM 0 U I) t) I! I) 1 1 2 fl () 2 U '1 (Y 4 tlourly'fulal 7 11 0 7 1) 3 10 2 15 0 0 24 1) Z4 0 46 5:00PM a U U 3 1) 2 f} U 2 0 U 11 U ll II 16 5:15PM 1 U 0 1 U O 0 0 0 U [) 3 U 3 U 4 5:3(1PM U 0 i) 0 0 () 1 U 1 U 0 U 0 0 [) 1 5;45PM 1 0 0 1 0 O 0 0 0 0 0 1 0 1 (} 2 ilourlp'['utal 5 0 O 5 0 2 1 O 3 0 0 IS 0 15 0 23 Total 213 U 0 28 U 101 27 3 131 U U 9.S U 95 0 254 %Appra:tell 100% 0% 0% - 77.1% 2o,fi% 2.3% - 0% 1.001w 0% %'rutal 11.0% 0% 0% 11.0% Tmi'm IU,G%, 1.2% 5L1% 0% 37,4% 0% 37.4% Lights 17 0 0 17 59 16 2 77 U 65 4 65 159 % Lights 60.7% 0% 0% G0-7%, 58.4% 59. 3% 66.7% FiR.R% 0% 68,4% UYu 611.4% 62.6%r Articulaiml'I rucks 5 0 0 5 42 7 0 49 O :30 {) 30 R4 %Aitic:uligcd'I'rucks 17.9% O% 0% 17J% 41,(j% 25!,)% 0% 37.4% 0`3G 31.6% 0% 31.6% 33.1% Buses and SinglaUnit Trucks G 0 U G 0 4 1 5 0 0 () 0 11 % Ruses and Single -Unit Trucks 21.4% 0% 0% 21.4% 0% 14,It% 33,3% 3.8% I i, 0% 0% 4.3134. Bicycles on Road 0 0 n 0 0 0 0 0 0 0 0 0 O % R1cyCles un Road O% 0'3(. I m. 0% 0% 0% 0% 0% 01r, U% 0% 0% U% Pcdeslrians (1 O' U 1.41 Pedestrilnly Bicycles on l:rosswatk - - - 01 0 I) A, Bicyclo; ull (:c��sswallt *Pedestrialls and Bicycles on Crosswalk. I,: left, R: Right,'I';'1'hru, U: U-Tur11 1 of 8 04_Maley Road / East Site Driveway - TMC Wed Jun 7, 2023 l omvd Teak (7:30 AM - 8:30 AM) All [classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles can Crosswalk) All Movements ID: 1076116, Locatiom 41„691587,-87.946112 fil GEWALT HAMIUMN a ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, IJ5 Leg Direction Access Wmilinund 1111n MW Not 1111)pjm11 Ima Blvd soinlibound Time L k U App Ped* .1. 11 U App Ped* L T U App I'vill Inc 2023.06-U7 7:3UAM 1 U 0 1 O If1 1 0 11 II 0 0 I) U 0 12 7:45AM l 0 0 1 0 (; 1 0 $ 0 0 2 0 2 U 11 S:OOAM t 1) 0 1 () 5 () 1) 5 {) 0 5 0 5 Il t1 8:15AM 1 0 0 1 0 :3 0 U :i 0 0 4 4 4 U $ TOW 4 0 0 4 0 24 3 0 27 0 0 11 0 11 0 42 %Appmw.h 100% 0% 01% a&9% 11.1% 0% - - 0% 100% 0% %-1'01al %5% 1)% (1% 9.5% 57.1% 7.1% 0% G4.3% 0% 26.2% 0% 26.2% PIN 11000 - - 1.00(1 wim 0.375 - O.614 - 0.550 - 0.550 0.1375 Lights 2 0 0 2 IU 2 0 12 Il 4 0 4 19 %Lights 50,0% 0'X1 0% 500A 41.7% 667% 0% 44.4% 011/a 3(i.4% 01% 36.490 42,t)`Xi, Articulawd Trucks 2 U 0 2 14 1 0 15 0 i 0 7 24 % Articulated Trmks Ci0AN, 013;. 0% SO.0% - 58,3(34} 33,3'Y� o'X. yi'vx. 0% 63.6% U% 616% - 97. 1M Buses and Single -Unit Tnlrks () 0 0 0 0 () 0 0 0 0 0 0 0 % 11"ses and Sil18Ii'-t 11141 1 mcks 0% 01A U% U% 0% 0% 0% 0% - o% 0% 0% 0% U'VU Bicycin mi Road 0 0 0 0 - n (1 {) 0 - 0 0 0 0 0 %IicyclesonRoad 0% 0% 0% 0% 0`3, II'X lY'X G% 0% 0% U% 0% 0% POCIMIni111', - - - 0 - 0 'X.11G1m 191CyCles o11 crusswaik �F Bicycles on Crosswalk - - - {) Il 0 I- - - - PLLdesB-ialls and Bicycles on Crosswalk. L: Left, R: Right,'Y: Thrtt, U: U-'Turn 5af8 Q4 Maley Road / East Site Driveway - TMC Wed AM 7, 2023 Forced Peak (4:30 PM - 5:30 PM) All Classes (Lights, Articulated Trucks, Uuses and Single -Unit Trucks, Pedestrians, Bicycias on Road, Bicycles on Crosswalk) All Movements ID: 1076116, Location: 41.691587,-87.94£112 I f 1 GEWALT HAMILTON I� a ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc, G25 Forest Edge Drive, Vernon Hills, IL., 60061, CS Left LMec(luh Ai I P;x WOLI)OLlnd 1111tt ISlvd Nta1111)nt111d Imtt Blvd Southhnund Tinm L R U App NO [ rt U App Red' L T U App Pcd* Int 20M3-OG-074!30PM 4 li (3 4 f) 1 5 U G (} 0 8 0 8 () 18 4:45PM U U U 0 0 0 1 1 2 0 (i 2 0 2 0 4 5:00PM 3 U O 3 0 2 t) 0 2 0 U I1 U 11 O 16 5:15PM 1 0 U 1 lY 0 I) 0 0 0 U 3 U 3 () 4 Total 8 U U 8 (I :3 G 1 10 f) () 24 0 24 o 42 % Approach 100% 0% 0% 30.0% 60.0% 10.0% - 0% 100%. 0% - %Total 19.0% 0% 0% 19-0% 7,1% 14,3 Z4% 218% 0% 57.1`%(, 41% 57.1% - PHr. u,SUU - - 0,500 U.:375 0.300 0.250 0.417 U,545 - 0.FA5 0.583 Lights ii U U 6 1 :3 l 5 0 20 0 20 31 % Lights 75.0% 0% 0% 7 5.0% 33.3% 50.0% 100% SUM (11%6 83,3% Im. ki:1.xx, 718% Articulated Trucks 0 0 0 0 2 2 U 4 () 4 U 4 S % Ailit u1.gi41'1'ria'k8 ()'Ka ()'}i, II`)G 0% 66.7% 33.3% 0% 40.0% - 0% 1G.7% 0% 16.7% - 19.()% and Single-Uni17'rucks 2 0 0 2 O l 0 1 0 0 U U 3 _ISUscs W %13uus: idSinee-UFLRDucks 25.0% 0% 00K 25.06 0% 16.7% 0% 10,0% 0% U'% (1% 0% 7.1% Bicycles on Road f1 it 0 U U U U U 0 U 0 0 0 % 111eyelrs on Ilcwl U`% U"% U% 0% U% U% 0% 0% 0% 0% 0% 0% 0% I'edcsuiana 0 f1 U % PCtIe511'IaElti - - - - - - - - - - Bicycles on Crosswalk U U O `Yo hlryrlvs on f:ruwww: ll( - *Pedestrians find Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 7of8 06_Main Street / 5ite Driveway - TMC Wcd ,tun 7, 202 3 Full Length (6 AM-9 AM, 3 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles an Road, Bicycles on Crosswalk) All Movements ID: 1076118, Loca#ton: 41,688246,-87.942711 CEWAIT HAMILTON fil m ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates 111c. 625 Porest Edge Drive, Vernon Hills, IL, GOOG1, US Leg t]Irec(inn M.611 ISaslbuund Main Westhound Access sotllhbound Time L T U App Poo T R U App i cd* L R U App Pvil" Int 2023-06-07 6:00AM 4) 42 0 42 U GU 0 4) 601 0 I) o U U U 102 6;15AM 0 50 U 50 0 B2 0 0 H2 11 Il U U 0 0 132 GJOAM 0 67 0 67 0 t01 41 q 101 II 0. ... rI 0 0 U 1% 6:15AM U 01 Il fit 1 92 0 0 92 0 r) (1 Il U I) 153 110llrjy "l'ntnl 0 220 0 220 0 335 0 0 3.35 11 U 0 U U 0 555 7;00AM 0 61 U GI 0 87 0 q 87 U U 0 0 0 0 14a 7:15AM 0 52 0 S2 U V, 0 U 95 U U 0 rI 0 11 147 7::30AM 0 71 0 71 (1 1)6 0 0 96 0 0 0 q 0 U IG7 7:4SAM 11 M G 70 0 135 0 U 135 1) n () U U 0 213 1•lourly'rotal 0 262 0 262 r) 413 a U 413 0 0 0 0 0 0 675 8:00AM 0 58 o 5H Il II:1 ❑ 11 113 0 0 0 0 n 11 171 H:ISAM 0 51 a 51 0 IU4 1 U 105 0 0 1 0 1 0 157 kl;:3UAM U 45 U 45 0 69 0 0 (i{) ;I 0 U 0 0 0 114 8;45AM U 46 0 46 U 71 0 U 71 U U U 0 0 0 117 Hourl 'Total 0 200 0 200 U 3117 1 U 350 0 0 1 0 1 0 559 3!00PM a IUh 11 lUG (1 Us U U B5 () 0 () U U S) 191 3:1,51'M 0 139 U 139 rI 92 0 1 93 0 0 0 0 0 2 2:12 33011M 0 99 0 99 U 116 o 0 116 U 0 0 U U U 21S 3:4 511 M 0 I SO 0 150 0 89 I l p 89 I) 0 4) n n 0 239 Hourly Topil 4) 494 U 494 0 M2 0 1 3R3 0 0 0 () U 2 877 4:0011M () 144 f1 144 0 99 0 4I 9n tl () 0 0 0 0 243 4;15PM 0 105 0 105 0 1m 41 U 105 0 0 0 0 G 0 ''IU 4!30PM 0 126 0 126 U 120 0 0 128 0 0 0 0 n (1 254 4!4SPM () 110 0 110 U 139 rI (I 139 0 0 IF U 0 0 249 Haurly'lbwt 0 495 0 495 0 471 0 0 471 U 0 U 0 0 0 956 5:0011M 0 139 0 ED 11 124 U U 124 U U 0 4I 0 U )63 5:15PM 0 11.9 U 115 (1 11,9 0 0 119 0 0 0 0 n 11 2:14 5:30PM 0 })1 U 91 U 108 0 G i0B 0 () 1)it 1) I) 15.9 5A51'M U 73 0 73 0 112 0 0 112 Il 0 U 0 0 0 IRS Hoorly'rafal 0 418 n 4111 '1 463 (1 1) 463 0 U U rl f) a 881 '113tal 0 2o79 U AYM a 2421 1 1 2423 0 0 1 0 1 7 703 'y( Appmaell a% 100 % u'% 99 9% 0% 0%, n'y, 10o% 0'% % utal U'% 46.2% 0% _- 46-2% 5:3.8%1 (I'% 01% 53,8% (1% DIV, I)'!"' 4059 Lights 0 1872 0 11172 2184 1 1 21BG 0 1 0 1 % U00 Its 0% 90.01% 0% %).U% 9().' % IOU% 100% 90.2% 0% 100°II o"";� mo% Ar iculated'Crucks 0 13/ 0 137 1:34 0 0 134 0 Il 11 U 271 %,ATT1c:tdatedTrvcks 0'% G.6% U% 6.6% IS%, 0% 094, 5-S% - 0% 0% U%, G% GA'y, mtses and Single -Unit Trucks 0 611 0 CA 10:1 rI 0 1U:3 0 0 0 0 171 "% Buses and Single-Unit'rrucks 0%, 3.3%, 0% 3,3% C1 % 011% 0'% 43'% 0% 0% 0% 0% 75 % Bicycles on Road 0 2 0 2 0 0 0 0 0 0 0 Il 2 %, nli yrL•s 1311 1111ad U% U.1'% 0'% 0.1% 0% 0%, 0%M 0% U",6 0% 0'% 0% hri lr aridllM - - - - 0 - - - 0 BicyL lrn cnl (.i unr w,i l l5 0 01 2 'K, BIC pi Ivr, uu f :u>•:,H-,i11 - - - - - 1011'y, *Pedestrians and Bic',y+ ivs on 4 oLr walk. L: Left, R: Right,'l: Thru, U: U- l'urn 06_Main Street / Site Driveway - TMC Wed .1 Lin 7, 2023 AM Peak (7:30 AM - 8:30 AM) All Classes (Lights, Articulaled Trucks, Bu%e5 and Single -Unit Trucks, Pedestrians, Bicycles an Road, Bicycles on Crosswalk) All Movements ID: 1076118, Location: 41.68824G,-87.942711. fil GEWALT HAMILTON w ASSOCIATES, INC. Provided by: Gewalt Hamilton Associate; Inc. G25 rarest Edge Drive, Vernon Hills, 1 [ 60061, U S L.eg t]Irectinn MAIn 1`.69buuhd Main WC8[I711111111 ACcuss Snuthlyncnid Til11c L [' U App NO T R 11 App Ped* L It U App Ped* Int 2023-06-07 7:30AM 0 71 1) 71 0 flG II (1 96 U U a 0 0 0 1fi) 7:4.5AM 0 78 0 70 0 1:35 U 0 135 0 0 0 0 0 1) 213 8;OOAM 0 58 0 58 0 113 0 0 11:3 Il U 0 0 0 0 171 8:15AM 0 51 0 51 0 104 1 0 105 0 0 1 U 1 0 157 Tolal 0 258 0 2.58 0 448 1 U 449 U 0 1 0 1 0 700 %Appi ell 0% 100% U% - 99.8% 0.2% 0% - - 0% 100% [1'% - %'ro[al 0% 3G.4% 0% 36A% 63.1OA1 0,1% 0'y, (t:t,4% 0% 0,1% m/. 0.1% - PHF - 0.827 OM27 oxio 0,25U - 0.831 - 0.250 0.250 (031 4lghts 0 210 0 210 404 1 0 405 0 1 0 1 (516 %Liglits U% 81.4% U% 81-4% 90.2% 100% 0% 90-2% 0% iowx. Irx I(my% 87,OM Arliculawd Trucks 0 :35 0 35 27 0 0 27 0 11 [1 0 62 % ArticulauW Tncc•ks 0% 13,6% 0% 13.6% [i,wyv 0% 0% 6.0% 0% 01% 0% (M 8,K'Yv nuuIa+111(1 S} jI8tl-Uni1'I'jvCkS 0 13 0 13 17 0 0 17 0 0 0 0 30 % fluses and Sing l Unil Trucks 0% 5.0% 0% 5.0% - 3.81% 0% 01k, 318% - i1'YV U'r, U% 0% - 4.21% Bicycles on Road 0 0 0 0 0 0 0 U U 0 0 0 0 % Blcycles on Road 01N. Iy'% 0% ly90 0% 0% 0% 0% 0% 0% 0% 0% pi'ilr•,lriluc, - U 0 11 % Iledustriaus Biryclea on Crosswalk [1 0 IV. Bicyclus on Ci-onswalk -1 *1'eclvstl'ians and Bicycles on Crosswalk. L: Left, R: Right, T1 Tlleu, U: U-Turn 9of6 OQ_Main Street l Site Driveway TMC Wed Jun 7, 2023 PM Peak (4:30 PM - 5,30 PM) - Overall Peak Hour All ChIsles (Lights, Articulated Trucks, Buses and Single -Unit Trucks, Pedestrians, Bicycles on Road, Bicycles on Crosswalk) All Movements ID: 1076118, Location: 41.688246,-87,942711 GEWALT HAMIUMN 1 m ASSOCIATES, INC. Provided by: Gewalt Hamilton Associates Inc. 625 Forest Edge Drive, Vernon Hills, IL, 60061, U5 I )il culiuh Main I',a>;Ibound Main wmillimild Access SallihtluYlnd I'iiue 1.. T u App Pod* .1. R U App Pod* L R U App PeOInt ;JWl i-Ill;-ol 4:a011M U 126 0 126 11 12a 0 0 128 U 0 0 u U ll 254 _ 4,4511M U LIU 0 110 0 139 0 O 139 0 0 0 0 0 0 249 ROOPM 0 139 () 139 41 124 0 41 124 0 U O 0 0 U 2133 5! 15iPM 0 115 0 115 11 119 U O 119 0 0 0 0 0 11 :?34 'rood — -- 0 490 0 490 0 510 0 0 S10 11 0 0 0 0 11 1000 % Approach g¢,'1'ntal 0% 100% 0% I I!o% 0% 0 0% 0% 0% - 0% 49,0% () 411.0% 1.0% (YVG 0% 51.0% 0% 0% 0% 0% P11V - O,HHI 0.1181 0,917 - - 0.917 - - - - - 0.951 Hghui 0 4G5 0 465 469 0 0 4&9 0 0 0 11 9:14 % l.ighis 0% 94.9% 0% 94.919, 92.01Sf, qX, UIX, 9;d.0% 0% 0% 0% - 4.141XI A1-11ridflled 75'ueks 0 17 0 17 24 U 0 24 - if 0 O 0 41 96 ArticulaIL-d'Urucks U% 3.5% O% 3.5% 4.7% 0% 0% 4,7% im. uy. 11'}{ - 4.1% Buses and Single Unit Trucks 0 a 0 a 17 0 0 1.7 U U U 0 25 % Busts anti SinglNthlii'I'nrcks 0% J AIN, 01M 116% :931#, 0% O% 3.3% 0% 0% 0% - 2.5% M ryde* all Road 0 0 0 U 0 0 0 0 0 0 0 0 0 % 13icyckm uo Rudd 0% 0% 0e3'i, 0% 01% 0% 0% 0% 11'Y0 0% U% - m Pedestrians - - - 11 0 0 1t1<y,k-.miCmawtdk U ()1 0 % M(YLICS U❑ 0M.SWalh _ _ _ _ _ _ _ _1 _ _ "Pedestrians and Bicycles on Crosswalk. L: Left, R, Rigly, `I': Thru, LJ: LJ-Turn 5oft Kimley ))) Horn CMAP YEAR 2050 PROJECTIONS JB HuM — Lernut IL June 2023 Chicago Metropolitan Agency for Planning June 15, 2023 Jack Belloli Kimley-1 lorn 4201 Winfield Road Suite 600 Warre:nvil1Q, It., 60555 Subject: Maine Street at harken Road and Arcfter Avenue I DOT Dear Mr. Belloli: AH3 W&M V,ln+Ruton 51fYN SLAa 4W 1-blue. Il tr000l J11111s,I-1Je(It 1,lap ,411m - goy In response to a request made on your behalf and dated June 14, 2023, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT Main St west of Parker Rd 6,750 9,600 Main St east of Parker Rd 7,750 11,000 Archer Ave north of Main St 25,600 29,800 Archer Ave south of Main St 19,900 22,900 111th St, east of Archer Ave 12,400 14,400 Traffic prgieetions are developed using existing ADT data provided in the request letter and the results from the October 2022 CMAP Travel Demand Analysis. The regional travel model uses CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050 Coniprehensive Regional Plan for the Northeastern Illinois area. The; provision of this data in support of your request does not constitute a CMAP endorsement of the proposed development or any subsequent developments. If you have any questions, please call me at (312) 386-8806. Sincerely, 9, P;� Jose Rodriguez, PTP, AIC P Senior Planner, Research & Analysis cc; Rios (IDOT) S3.docx Kimley�))Horn EXISTING (2023) CAPACITY REPORTS A Hunt —Lemont, IL June 2023 HCM 6th TWSC Existing (2023) Traffic Volumes 100: Maley Road AM Peak Hour Intersection Int ❑elay, slveh Movement 3.8 EBL EBT EBR WBL WBT WBR NBL NBT NBR 5131, SBT SBR Lone Configurations * + Traffic Vol. vehlh 1 1 10 20 1 1 15 20 40 1 5 1 Future Vol, vehlh 1 1 10 20 1 1 15 20 40 1 5 1 Conflicting Peds, #1hr 0 0 0 0 0 0 0 0 0 0 0 0 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, # - 0 - 0 - 0 - 0 Grade, % 0 0 {) _ _ 0 _ Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 91 58 2 2 23 9 44 2 75 2 Mvmt Flow 1 1 11 21 1 1 16 21 42 1 5 1 Majorftnor Minor2 Minorl _ _ ___ Major1 Majof2 Conflicting Flow All 83 103 6 88 82 42 6 0 0 63 0 0 Stage 1 8 8 - 74 74 - - - - - - - Stage 2 75 95 - 14 8 - - - Critical Hdwy 7.12 6.52 7.11 7.68 6.52 6.22 4.33 4.12 Critical Hdwy Sig 1 6.12 5.52 - 6.68 5.52 - - - Critical Hdwy Sig 2 6.12 5.52 . 6.68 5.52 - - - - Follow-up Hdwy 3.518 4.018 4.119 4.022 4.018 3,318 2,407 2.218 Pot Cap-11 Maneuver 904 787 867 779 808 1029 1488 - 1540 Stage 1 W13 889 - 813 833 - - Stage 2 934 816 879 889 - - - - Platoon blocked, % Mov Cap•1 Maneuver 894 778 867 762 798 1029 1488 1540 Mov Cap,2 Maneuver 894 778 - 762 798 - - - Stage 1 1002 888 - 804 824 Stage 2 922 807 - 866 888 - Approach ES WB NB SIB HCM Control L)6ay, s 9,2 9,8 1.5 1 HCM LOS A A Minor Lane/Major Wait NBL NBT NBR EBLn1WBLn1 Sl3L S137 SBR Capacity (vehlh) 1488 861 773 1540 - HCM Lane VIC Ratio 0.011 0.015 0.03 0.001 - - HCM Control Delay (s) 7.4 0 - 9.2 9.8 7.3 0 - HCM Lane LOS A A A A A A HCM 951h %tile Q(veh) 0 - 0 0.1 0 06127/2023 Synchro 11 Report Kimley-Horn Page 1 HCM 6th TWSC Existing (2023) Traffic Volumes 200: Main Street & Maley Road AM Peak Hour Intersection Int Deiay, slveh Movement 1.2 LBL EBT WBT WBR SBL SBR I.G111e 4 t r Traffic Vol, vehlh 30 235 405 45 25 10 Future Vol, vehlh 30 235 405 45 25 10 Conflicting Peds, #!hr 0 0 0 0 0 0 $ign Control Free Free Free Free Stop Stop RT Channelized None None - None Storage Length - 0 0 Veh in Median Storage, # 0 0 0 - Grade, % 0 0 0 - Peak Hour F'add ' 95 95 96 95 95 95 Heavy Vehicles, % 32 13 8 28 69 56 Mvmt Flow 32 247 426 47 26 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 473 0 0 761 450 Stage 1 - - - - 450 - Stage 2 - - - 311 - Critical Hdwy 4,42 - - 7.09 6.76 Critical Hdwy Stg 1 - - - 6.09 - Critioal Hdwy Stg 2 - 6.09 - Follow-up Hdwy 2.488 4.121 3,804 Pot Cap-1 Maneuver 949 - 292 511 Stage 1 522 Stage 2 - - 614 - Platoon blocked, % . Mov Cap-1 Maneuver 949 - - 281 511 Mov Cap-2 Maneuver 281 - Stage 1 - 502 Stage 2 614 Approach .....1 F,5 --- WR SR -- HCM Control Delay, s Q 1 /. t HCM LOS C; Minor Lanc/Mator Mvrnt E$i_ EBT INK MR SK.n1 SBI 0 Capacity (vehlh) 949 281 511 HCM Lane VIC Ratio 0.033 0.004 0.021 HCM Control Delay (s) 8.9 0 19.1 12.2 HCM Lane LOS A A C B HCM 95th %tile Q(veh) 0,1 0.3 0.1 06127/2023 Synchro 11 Report Kimley-Horn Page 2