Transportation Impact Study. Eagle, Colorado. Frost Creek. Revised March 25, November 30, for PREPARED FOR: PREPARED BY:

Transcription

1 Transportation Impact Study for Frost Creek Eagle, Colorado November, 5 Revised March 5, 6 PREPARED FOR: BCP ARR, LLC c/o Meriwether Companies 9 Valmont Road, Suite Boulder, CO 8 Contact: Garrett Simon PREPARED BY: McDowell Engineering, LLC PO Box 59 Eagle, CO Contact: Kari J. McDowell Schroeder, PE, PTOE Project Number: M8

2 Statement of Engineering Qualifications Kari J. McDowell Schroeder, PE, PTOE is a Transportation and Traffic Engineer for McDowell Engineering, LLC. Ms. McDowell Schroeder has over nineteen years of extensive traffic and transportation engineering experience. She has completed numerous transportation studies and roadway design projects throughout the State of Colorado. Ms. McDowell Schroeder is a licensed Professional Engineer in the State of Colorado and has her certification as a Professional Traffic Operations Engineer from the Institute of Transportation Engineers. Frost Creek Eagle, CO Revised March 5, 6 Page

3 Traffic Impact Study for Frost Creek Table of Contents. PROJECT DESCRIPTION PROJECT ACCESS TRAFFIC STUDY SCOPE EXISTING CONDITIONS DESCRIPTION OF EXISTING TRANSPORTATION SYSTEM TRAFFIC DATA COLLECTION FUTURE TRAFFIC PROJECTIONS.... BACKGROUND INFRASTRUCTURE ASSUMPTIONS.... BACKGROUND TRAFFIC GROWTH.... PROJECT TRAFFIC.... TRIP GENERATION FOR PROPOSED LAND USE.... TRIP GENERATION FOR PROPOSED LAND USE.... DIRECTIONAL DISTRIBUTION.... TRAFFIC ASSIGNMENT AND TOTAL TRAFFIC....5 OPERATIONS AND HCM ANALYSIS....6 STATE HIGHWAY ACCESS PERMITS....7 PERCENTAGE OF IMPACT OF GREATER ROADWAY NETWORK....8 BRUSH CREEK ROAD TURN LANE ANALYSIS....9 ACCESS DESIGN CRITERIA.... SIGHT DISTANCE.... INTERNAL CIRCULATION AND TRAVEL SPEEDS RECOMMENDATIONS AND CONCLUSIONS APPENDIX... Frost Creek Eagle, CO Revised March 5, 6 Page

4 Tables and Figures FIGURE : AREA MAP... 5 FIGURE : SITE PLAN... 7 FIGURE : HAYMEADOW DEVELOPMENT S PROPOSED BRUSH CREEK ROAD/SYLVAN LAKE ROAD... FIGURE : HAYMEADOW DEVELOPMENT S PROPOSED BRUSH CREEK ROAD/SYLVAN LAKE ROAD... FIGURE 5: YEAR 5 EXISTING TRAFFIC... FIGURE 6: YEAR 6 BACKGROUND TRAFFIC... 6 FIGURE 7: YEAR 5 BACKGROUND TRAFFIC... 8 GRAPH : HISTORIC SECOND HOME RATES IN EAGLE COUNTY... TABLE : PROJECT TRIP GENERATION... FIGURE 8: YEAR 6 DIRECTIONAL DISTRIBUTION... 6 FIGURE 9: YEAR 5 DIRECTIONAL DISTRIBUTION... 8 FIGURE : YEAR 6 PROJECT GENERATED TRAFFIC ASSIGNMENT... FIGURE : YEAR 5 PROJECT GENERATED TRAFFIC ASSIGNMENT... FIGURE : YEAR 6 TOTAL TRAFFIC... 6 FIGURE : YEAR 5 TOTAL TRAFFIC... 8 TABLE : US 6 PERCENTAGE OF IMPACT... TABLE A: HCM LEVEL OF SERVICE CRITERIA... 9 Frost Creek Eagle, CO Revised March 5, 6 Page

5 . Project Description McDowell Engineering has prepared this Transportation Impact Study for the proposed resubdivision of the Frost Creek development. The purpose of this study is to forecast and analyze the impacts of the additional traffic volumes associated with the proposed increase in the number of residential units. Recommendations to mitigate any traffic impacts are also included. The analysis complies with Eagle County and Town of Eagle standards. The Frost Creek project was originally approved in 5 under the name of Adam s Rib. This approval included 97 single family homes, 5 accessory dwelling units, a private 8 hole golf course, and private, square foot recreation center. The original traffic analysis was covered in LSC s Adam s Rib Traffic Study. Membership rates and housing construction remained low through Year. The property was sold to a new ownership group in. As such, Frost Creek is looking to resubdivide in order to meet current market conditions. Frost Creek is proposing additional single family homes and 5 cabins. Frost Creek is located within unincorporated Eagle County. It is three miles south of the Town of Eagle on Brush Creek Road. Refer to the Area Map in Figure. Figure : Area Map Frost Creek Eagle, CO Revised March 5, 6 Page 5

6 . Project Access Both accesses to Frost Creek have been constructed and are currently in operation. The primary Frost Creek access to Brush Creek Road is located on the northeastern side of the property. Frost Creek Drive is located,8 feet south of the Bruce Creek/Salt Creek access to Brush Creek Road. There is a guard station at the Frost Creek Drive entrance. A secondary access at the southeastern end of the site connects with the golf maintenance facility and southern home sites to Brush Creek Road. The internal roadway network connects the two Brush Creek Road accesses. In the event of an emergency, there is a secondary egress from the site available. The access locations are depicted in the site plan Figure.. Traffic Study Scope This traffic study evaluates peak hour traffic operations at the following intersections: US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road Brush Creek Road & Sylvan Lake Road Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street US 6 & Sylvan Lake Road / Violet Lane US 6 & Future Brush Creek Road Extension Brush Creek Road & Frost Creek Drive Brush Creek Road & South Site Access The traffic study scope was reviewed with both Eagle County and Town of Eagle staff prior to the completion of this study. The Traffic Study Scoping Form can be found in the Appendix. Frost Creek Eagle, CO Revised March 5, 6 Page 6

7 Figure : Site Plan Frost Creek Eagle, CO November, 5 Page 7

8 . Existing Conditions. Description of Existing Transportation System Brush Creek Road is the primary roadway serving the site. The roadway is currently a paved, two lane major collector with a posted speed limit of 5mph in the vicinity of the site. Brush Creek Road is the equivalent to the Colorado Department of Transportation (CDOT) access category, R B, rural highway. There are plans for a Brush Creek Road extension that will extend Brush Creek Road west of the Capitol Street intersection. This extension will connect through to US 6 (Grand Avenue.) It is proposed to be a paved, two lane road. The intersection with Capitol Street is currently controlled by an all way ( way) stop. Sylvan Lake Road extends through the Eagle Ranch commercial area, connecting US 6 (Grand Avenue) to Brush Creek Road. In the vicinity of Brush Creek Road, it is a two lane, paved collector street. The roadway section is wider in the Eagle Ranch commercial area to accommodate on street parking. The intersection of US 6 is controlled by a roundabout. Capitol Street extends south from US 6 (Grand Avenue) and downtown Eagle to Sylvan Lake Road. It is a two lane, paved roadway with on street parking in the developed areas at both ends. In downtown there are drainage dips that cross the roadway and regulate traffic speed. The intersections at both ends are controlled by stop signs on Capitol Street. Northbound traffic approaching US 6 is limited to a right out only movement. Signage restricts trucks from using Capitol Street and directs them to use alternate routes. US 6 (Grand Avenue) is a two lane, paved highway though Eagle. It connects to the communities of Gypsum/Dotsero to the west and Edwards/Avon to the east. US 6 is currently a State Highway. It is classified as a NR B highway, non rural arterial and access to the roadway is controlled by an Access Management Plan. However, CDOT and the Town of Eagle are currently in the devolution process for US 6. The roadway is anticipated to be turned over to the Town in July 6. Frost Creek Eagle, CO Revised March 5, 6 Page 8

9 . Traffic Data Collection Traffic data was collected at the following intersections in late September and early October of 5. US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road Brush Creek Road & Sylvan Lake Road Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street US 6 & Sylvan Lake Road / Violet Lane Brush Creek Road & Frost Creek Drive Brush Creek Road & South Site Access Turning movement counts were collected from 7: 9:am and : 6:pm on a weekday and from :am :pm on a Saturday. School was in session. There was construction activity on the Brush Creek Bridge, west of the US 6/Sylvan Lake Road roundabout throughout the count period. However, a fully functioning and traffic controlled temporary bridge was in place. Therefore, the traffic data collected is considered accurate. There were mountain bike events in the Town of Eagle on two of the Saturdays that were counted. However, similar sporting events occur frequently in the Town, and are considered typical weekend traffic. It was noted that there were several illegal northbound left turn movements observed at the intersection of US 6 and Capitol Street. This movement was as high as 6vph during the Saturday peak hour. The movement is restricted by a small median island on Capitol Street. However, it is physically possible to make an illegal left turn onto US 6 from this location. Frost Creek Eagle, CO Revised March 5, 6 Page 9

10 . Future Traffic Projections. Background Infrastructure Assumptions Brush Creek Road Extension: The Town of Eagle has plans to construct the Brush Creek Road extension from Capitol Street to US 6 in the future. This will not be completed by Year 6, but is anticipated prior to the long range planning Year 5. An excerpt from the Town of Eagle s West Eagle Sub Area Plan is shown in Figure. Per the Haymeadow Traffic Study, the intersections on either end of the Brush Creek Road extension will require a roundabout. Figure : Haymeadow Development s Proposed Brush Creek Road/Sylvan Lake Road Brush Creek Road and Sylvan Lake Road Improvements: The Haymeadow Development, located on the northeast corner of Brush Creek Road and Sylvan Lake Road is proposing improvements to this intersection as part of their development. The improvements will shift the Brush Creek Road alignment from the current configuration to a north/south orientation. Figure is an excerpt from the Haymeadow Traffic Study that depicts the proposed intersection alignment. Frost Creek Eagle, CO Revised March 5, 6 Page

11 Figure : Haymeadow Development s Proposed Brush Creek Road/Sylvan Lake Road Grand Avenue Capacity Improvements: Similar to the Haymeadow Traffic Study, it has been assumed that Grand Avenue between Eby Creek Road and Sylvan Lake Road will have been widened to two through lanes in each direction by Year to accommodate regional traffic. Per the Haymeadow Traffic Study, the widening will likely be phased over time as auxiliary right turn lanes become continuous through lanes. Sylvan Lake Road Improvements: Again per the Haymeadow Traffic Study, it is anticipated that Sylvan Lake Road will function adequately as a two lane roadway in areas without intersections. However, the area around Capitol Street and Eagle Ranch Road will likely need to be widened to accommodate two through lanes in each direction and/or auxiliary turn lanes. The paved width is already available, but may require the removal of existing on street parking in some spots. It is understood that this was planned when the roadway was originally designed and constructed. A traffic signal or roundabout may be required at the Capitol Street and Sylvan Lake Road intersection.. Background Traffic Growth The Year 5 has been selected as the long term planning horizon for this study. Estimates of daily and peak background traffic conditions have been made for the study area. These background traffic estimates do not include any Frost Creek traffic. Frost Creek Eagle, CO Revised March 5, 6 Page

12 Study Comparisons: It was noted that several of the current Year 5 traffic volumes at the US 6 and Eby Creek roundabout were higher than the Interchange Feasibility Study s projections for Year 5. Therefore, CDOT s current year growth factor 5 of.57 west of the Eby Creek roundabout and.8 east of the roundabout were used to determine appropriate forecasting for this intersection. A.% growth rate was used on the local movements. A similar scenario occurred on the Sylvan Lake Roundabout projections from the Haymeadow Traffic Study. Therefore, CDOT s year growth factor 5 of.57 west of the Eby Creek roundabout was used to determine appropriate forecasting for this intersection. A.% growth rate was used on the local movements. On other occasions where a singular movement s existing traffic exceeded the Haymeadow Traffic Study, a.% growth rate was used on the local movements. Traffic Forecasting: The Town of Eagle has a well developed traffic forecasting matrix for the Brush Creek Valley. The Projected Brush Creek Growth Model 6 was updated by the Town in November of 5 to reflect the anticipated future growth and buildout rates along Brush Creek Road. Details on the model updates are included in the Appendix. The Town s updated model was used to analyze the Year 5 long term impacts on the roadway network. Year 6 background forecasting was determined by interpolating between the existing 5 data and Year 5 projections. The background traffic projections have been modified to exclude the Frost Creek traffic. (Frost Creek traffic is added back in for the total traffic calculations described in Section..) It should be noted that the Year 5 projections are lower than the Haymeadow Development Traffic Study. The Haymeadow study assumed that all future buildout on Brush Creek Road had occurred by Year 5. However, the Town s traffic model predicts that the growth will reach buildout at Year 55. The resulting Year 5 existing traffic volumes can be found in Figure 5. Year 6 and Year 5 background traffic volumes can be found in Figure 6 and Figure 7, respectively. A.% growth rate was used for Brush Creek Road traffic south of Frost Creek and Bruce Creek to accommodate future traffic increase for Sylvan Lake State Park, White River National Forest, and Holy Cross Wilderness areas. Traffic Operations Evaluation: Year 6 and Year 5 background traffic were evaluated at all study intersections using the projection information and Highway Capacity Manual 7 (HCM) analysis procedures. This is described in Section.5 of this report. Frost Creek Eagle, CO Revised March 5, 6 Page

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14 Figure 5: Year 5 Existing Traffic Intersection Key: (Direction of for Analysis) US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E) Brush Creek Road (N/E) & Sylvan Lake Road (S)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road/Violet Lane (S/N) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Project Number: M58 Turning Movements Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

15 Figure 5: Year 5 ExistingTraffic 5 / 96 / 6 7 / 8 / 68 6 / 9 / / 6 / 6 95 / 66 / 6 / 7 / 6 / 66 / 5 58 / 56 / 66 / 9 / 7 / / 9 5 / / 98 / 6 / 5 7 / 5 / / 6 / 6 5 / / / / 6 / / 9 7 / / 6 US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road / 7 / 5 / 5 / 58 6 / 6 / 5 8 / 9 / 5 5 / / 7 5 / / / / / / 6 / 9 / 8 9 / / / 6 / 8 7 / / 5 95 / 78 / 5 / / 8 / / / 8 / / 8 / 85 5 / 7 / 8 58 / / 7 / / 7 / / 5 9 / 5 / 7 Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street 7 9 / / 7 / 9 / / 6 / / 8 / 7 / 5 / 5 7 / 7 / 5 / / 6 8 / / / / 56 / / 9 / 97 / 69 9 / 8 / 9 / / / / 5 / / 5 / / / / 5 / / 6 US 6 & Sylvan Lake Road Brush Creek Road & Frost Creek Drive / / 6 / 9 / 696 / 68 / 7 / 6 / 6 58 / 75 / 5 / / 8 8 / 75 / / 77 / 57 / 7 / 8 / / / / 5 / / 7 Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

16 west leg / wleg / west leg / Figure 6: Year 6 Background Traffic Intersection Key: (Direction of for Analysis) US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E) Brush Creek Road (N/E) & Sylvan Lake Road (S)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road/Violet Lane (S/N) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

17 Figure 6: Year 6 Background Traffic 9 / 96 / 6 7 / 8 / 69 7 / / / 6 / / 68 / 7 / 8 / 6 / 68 / 5 59 / 6 / 67 / 9 / 7 7 / / 89 6 / 6 / 6 / / / / 7 6 / / 9 6 / / 6 US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road 5 / 7 / 5 7 / 5 / 5 6 / 5 / 8 9 / 8 / 5 6 / / 9 6 / 5 / / / / / / / 9 / / / 7 / 7 / 5 / 55 7 / 78 / 58 / 9 / 5 6 / / 8 7 / 8 / 5 / 9 / 7 / 6 / / 8 / 86 6 / 9 / 5 8 / / 8 / / 6 / 8 / Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street 7 9 / 5 / 8 / / / 7 / / 9 / 5 8 / 559 / 5 7 / 75 / 8 8 / / 5 / / 56 / 6 / 9 / 99 / 66 / 5 / 9 / / 7 / 7 / 8 / / / / 5 / / 7 US 6 & Sylvan Lake Road Brush Creek Road & Frost Creek Drive 5 / / 8 6 / 9 / / / 9 56 / / 5 / 6 / 5 76 / 86 / 88 / 7 / 7 65 / 77 / 67 / 5 / 79 9 / 79 / 7 / 5 / Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

18 Figure 7: Year 5 Background Traffic 8 Intersection Key: US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E/W) Brush Creek Road (N/S) & Sylvan Lake Road (E/W)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road /Violet Lane (S/N) 8 US 6 (E/W) & Future Brush Creek Road Extension (S) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) *The Brush Creek Road and Sylvan Lake Road intersection will be reconfigured with the Haymeadow development. Brush Creek Road changes to a (N/S) alignment, while Sylvan Lake Road is extended into the development in an (E/W) direction. 9 South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

19 Figure 7: Year 5 Background Traffic 56 / 85 / 95 8 / 67 / 7 / 7 / / 959 / 8 9 / / 5 / 55 / 8 8 / 9 / 9 / 8 / 9 8 / / / / 5 / 75 / 7 / 9 / 8 5 / 5 / 6 5 / 6 / 5 / / 85 / 8 / 5 / / 88 7 / / 5 / / 5 / 75 / 5 5 / 8 / 9 US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road 5 / 5 / 5 / 5 / 9 9 / / 56 / / 8 / 7 / 8 5 / 5 / 5 / 5 / / / 5 / 5 / 5 95 / 8 / 5 5 / / / 5 / 65 9 / 8 / 86 6 / 65 / 7 / 5 / 6 / / 95 / 95 / 69 / 9 / 9 8 / 9 / 8 5 / 5 / 5 / 7 / 9 75 / / 9 7 / 5 / 85 / / 5 / / 5 / 58 / Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street / 6 / / / / 9 / / / 6 / 85 / 56 / 68 / 8 6 / / 77 / 6 / 55 / 6 / 65 / / 857 / 68 / 56 7 / 9 / 9 / / 7 / / / / 7 / 65 / / 5 / 5 / 9 / 8 / / 7 7 / 8 / 9 US 6 & Sylvan Lake Road US 6 & Future Brush Creek Road Extension Brush Creek Road & Frost Creek Drive / 8 / 9 / / 6 / 9 / 7 / 66 / 6 5 / / 7 95 / 8 / 8 / / 85 / 9 / 77 8 / 6 / 5 75 / 6 / 7 85 / 95 / 7 8 / 5 / 5 Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

20 . Project Traffic. Trip Generation For Proposed Land Use Existing Project Operations Description: The previously approved use for Frost Creek is only partially built out. At the time of the traffic data collection for this project, there were six single family homes, one single family home under construction, 5 cabins, and 6 Frost Creek facility members. The clubhouse restaurant was open to the public during the Saturday peak hour counts. It should be noted that clubhouse, pro shop, and restaurant are all ancillary uses under the golf course trip generation rates. Therefore, the restaurant traffic does not need to be added singularly to the overall trip generation calculations. This fact is supported by the Observed Trip Comparison in Section.. Future Project Operations Description: In total, the project is anticipated to have single family homes, 5 accessory dwelling units (modelled as units to be consistent with the Prior traffic study ), cabins, the golf course and community recreation center. The applicant is projecting a total of 5 Frost Creek members. This may consist of approximately 5 resident members, and 75 non resident members. The property is anticipating the employment of full time staff and up to an additional seasonal staff and 6 part time staff.. Trip Generation For Proposed Land Use Observed Trip Comparison: The current Frost Creek traffic counts were compared to the anticipated traffic for the existing membership. Using a proportional share of the membership traffic for the golf course and recreation center, the site should expect a Saturday peak of vehicles per hour (vph.) However, the observed traffic was lower than anticipated for the current level of development. Only 8vph at both site accesses were observed. At the current time, the % difference is insignificant. However, with buildout of the project, this could equate to a significant reduction in actual traffic vs. the projected traffic. Therefore, trip generation calculations could be considered conservative analysis for a number of reasons. Although the clubhouse restaurant is open to the public, the golf course and recreational facility are private and restricted to members and their guests only. The ITE data does not specify public vs. private golf courses and community recreation facilities. Members and guests are utilizing on site facilities (internal trip reduction) and not leaving the site frequently. Frost Creek Eagle, CO Revised March 5, 6 Page

21 Trip Generation Analysis: A trip generation analysis was prepared based upon the 9th Edition of ITE s Trip Generation Manual 9. The Frost Creek analysis assumes no transit, ridesharing, bicycle commuting, or telecommuting mode split adjustment. In addition, no adjustments were taken for internal trip reductions between the residences and golf course or recreation facility. As such, it is a conservative estimate for vehicular trip generation. The applicant is anticipating that % of the proposed additional dwelling units will be occupied by full time residents and 8% will be recreational second homes. This is consistent with the Northwest Colorado Council of Governments The Social and Economic Effect of Second Homes 8 reporting that 78% of Eagle County homes in the $8, + price range were second homes. Refer to Graph. Both Eagle County and the Town of Eagle participated in this study and publication. The published historic rate of 78% recreational second home was used for the trip generation calculations. Eagle County and Town of Eagle staff were both active in this discussion. Graph : Historic Second Home Rates in Eagle County The applicant is also proposing the addition of 5 cabins that are made available for members to rent. These homes were also analyzed using the recreational home trip generation rates. The trip generation analysis results can be found in Table Project Trip Generation. This table adds the previously approved land uses to the proposed additional homes and 5 cabins to arrive at a total traffic projection for the entire site. Frost Creek Eagle, CO Revised March 5, 6 Page

22 As presented in Table, the additional residential lots and cabins created by the proposed resubdivision will create an additional vehicle trips per day. The peak hour traffic could anticipate an additional trips during the morning peak hour, 5 trips during the evening peak hour, and 6 trips during the Saturday peak hour. The Year 6 analysis assumes that the entire Frost Creek development has reached % of the residential buildout and 5% of the total membership. As described in the remainder of the report, the buildout timeframe will not change the recommendations for the proposed resubdivision. Frost Creek Eagle, CO Revised March 5, 6 Page

23 PROJECT NUMBER: M8 PREPARED BY: KJS DATE: REVISED: 9//5 //5 Table Project Trip Generation Frost Creek, Eagle, Colorado Estimated Project Generated Traffic Average Average Weekday Saturday Morning Peak Hour Evening Peak Hour Inbound Outbound Inbound Outbound Saturday Peak Hour Inbound Outbound ITE Code Units AM Peak PM Peak Hour Rate Hour Rate Saturday Peak Hour Rate Avg. Weekday Rate Avg. Saturday Rate Trips (vpd) Trips (vpd) % Trips Trips % Trips Trips % Trips Trips % Trips Trips % Trips Trips % Trips Trips Currently Approved Use: # Single Family Home 97 # Multi Family Residential (Accessory Dwelling Units) dwelling units % 9 6% dwelling units % 8 6% 6 Clubhouse #95 Community Recreation Center. ksf % 6% Private Golf Course # Golf Course 8 holes % 5% 7 dwelling units,57, Proposed Additional Use: % Primary Residences # Single Family Home 9 78% Recreational Second Homes #6 Recreational Homes 5 Rental Cabins #6 Recreational Homes 5 dwelling units % 7% 5 6% 6 6% 5% 5 6% dwelling units % 5 5% 5 % 5 56% 6 8% 6 5% 7 dwelling units % 5% % 56% 8% 5% 59 dwelling units 9 Frost Creek Total 86 dwelling units,, Proposed Percentage (%) Increase 6% % % 7% 7% % 7% % % Year 6 % Residential Buildout & 5% Membership Rate Values obtained from Trip Generation, 9th Edition, Institute of Transportation Engineers,. Based upon ITE's Trip Generation Rates for Peak Hour of Generator. Based upon LSC Transportation Consultants' September, Adam's Rib Ranch Traffic Study. Included for informational purposes only. '*' denotes data that was not provided in the original report. This information was not provided in LSC's Traffic Study. Therefore, ITE's Trip Generation Rates were applied. 5 ksf =, square feet

24 . Directional Distribution Directional trip distribution estimates are used to assign the new site traffic to the existing roadway network. For this study, a detailed estimate of the trip distribution pattern for the Frost Creek development has been prepared as illustrated in Figure 8 for Year 6 and Figure 9 for Year 5. The Year 5 scenario assumes that the Brush Creek Road extension has been constructed from Capitol Street to US 6, as described in Section.. All trip distribution estimates were reviewed with County and Town staff in the Traffic Study Scoping. The project trip distribution generally follows the same distribution patterns as the Haymeadow Development through the Town of Eagle. The directional distribution has been applied to all of the Frost Creek traffic. At the time of the original study, the Brush Creek Road Extension was not analyzed. This study updates the site traffic to use the foreseen roadway network. Frost Creek Eagle, CO Revised March 5, 6 Page

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26 Figure 8: Year 6 Directional Distribution % Intersection Key: (Direction of for Analysis) US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E) Brush Creek Road (N/E) & Sylvan Lake Road (S)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road/Violet Lane (S/N) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) % 9 South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

27 9% Figure 8: Year 6 Directional Distribution 9% 5% 5% 5% 5% 5% 5% US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road 5 6 5% 5% 9% 9% 9% 9% 9% 9% Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street 7 9 9% 89% % % 9% 89% % % % % US 6 & Sylvan Lake Road Brush Creek Road & Frost Creek Drive % % 5% 5% % % Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

28 Figure 9: Year 5 Directional Distribution 8 % Intersection Key: US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E/W) Brush Creek Road (N/S) & Sylvan Lake Road (E/W)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road /Violet Lane (S/N) 8 US 6 (E/W) & Future Brush Creek Road Extension (S) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) % *The Brush Creek Road and Sylvan Lake Road intersection will be reconfigured with the Haymeadow development. Brush Creek Road changes to a (N/S) alignment, while Sylvan Lake Road is extended into the development in an (E/W) direction. 9 South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

29 9% Figure 9: Year 5 Directional Distribution 9% 5% 5% % 5% % 5% 5% 5% US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road 5 6 6% 9% 9% 9% 6% 9% 9% 9% Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street % % % 89% % % 8% % % % 89% % % 8% % % US 6 & Sylvan Lake Road US 6 & Future Brush Creek Road Extension Brush Creek Road & Frost Creek Drive % % % % % % Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

30 . Traffic Assignment and Total Traffic When the trip generation expected for this site is applied to the estimated trip distribution, the result is the anticipated assignment of trips on the roadway system. Figure depicts the Year 6 vehicle trips on the greater roadway network that are anticipated from the entire Frost Creek development. Figure shows the total Frost Creek traffic assignment for Year 5. The Year 6 total traffic is the sum of Year 6 background traffic (Figure 6) with the project generated traffic (Figure ) and can be seen in Figure. Similarly, Year 5 total traffic is the sum of Year 5 existing traffic (Figure 7) with the project generated traffic (Figure ) and can be seen in Figure. Frost Creek Eagle, CO Revised March 5, 6 Page

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32 Figure : Year 6 Project Generated Traffic Assignment Intersection Key: (Direction of for Analysis) US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E) Brush Creek Road (N/E) & Sylvan Lake Road (S)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road/Violet Lane (S/N) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

33 7 / / Figure : Year 6 Project Generated Traffic Assignment 9 / / / / 9 / / / / / / / / US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road / / / / / / / / / / 9 / / 9 / / 9 / / Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street 7 9 / / 7 / / 5 / / 6 / 7 / 8 7 / 8 / 9 / / 9 / / 5 / / US 6 & Sylvan Lake Road Brush Creek Road & Frost Creek Drive / / / / 7 / 9 / 8 / 9 / / / Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

34 Figure : Year 5 Project Generated Traffic Assignment 8 Intersection Key: US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E/W) Brush Creek Road (N/S) & Sylvan Lake Road (E/W)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road /Violet Lane (S/N) 8 US 6 (E/W) & Future Brush Creek Road Extension (S) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) *The Brush Creek Road and Sylvan Lake Road intersection will be reconfigured with the Haymeadow development. Brush Creek Road changes to a (N/S) alignment, while Sylvan Lake Road is extended into the development in an (E/W) direction. 9 South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

35 5 / / Figure : Year 5 Project Generated Traffic Assignment / / / / 5 / 5 / 6 / / / 8 / 9 7 / 7 / / 9 / 7 / / 5 / 5 / 6 US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road / 65 / 67 / / / / 5 / / / / 5 / 5 / 6 5 / / 5 / / Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street / / 7 / / / 9 / 56 / 97 / 99 6 / / 8 / / / / 6 / 5 / 9 / 9 / 8 / / / / / 9 / 77 / 75 / 9 / / / / 9 / 8 / US 6 & Sylvan Lake Road US 6 & Future Brush Creek Road Extension Brush Creek Road & Frost Creek Drive 6 / / / / 6 / / 9 / 8 / 9 / 8 / / / Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

36 Figure : Year 6 Total Traffic Intersection Key: (Direction of for Analysis) US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E) Brush Creek Road (N/E) & Sylvan Lake Road (S)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road/Violet Lane (S/N) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

37 Figure : Year 6 Total Traffic 88 / 6 / / 69 / 8 / 8 / 6 / 68 / 5 6 / 6 / 68 / 9 / 7 7 / / 89 7 / 7 / 7 5 / 5 / 7 57 / / 8 6 / / 9 7 / / 7 US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road 5 / 7 / 5 6 / 57 / 65 7 / 8 / 6 / / / / 9 6 / 5 / / / / / / 5 / 5 / / / 7 / 7 / 5 / 55 7 / 78 / 58 / 5 / 67 6 / / 8 6 / / 9 / 9 / 56 / 8 / 57 / 8 / 86 6 / 9 / 5 8 / / 8 / / 6 / 5 / / / Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street 7 9 / 5 / 8 / / / 7 / / 9 / 5 8 / 559 / 5 76 / 77 / 7 / / 5 / / 8 / / 56 / 6 / 9 8 / 6 / 7 / 59 / / / 9 / 9 / / / 5 / / 7 / 5 / US 6 & Sylvan Lake Road Brush Creek Road & Frost Creek Drive / / 6 / 9 / 6 / 97 / 6 7 / 8 / 69 7 / / 58 / / 9 56 / / 5 / 6 / 5 76 / 86 / 88 / 7 / 7 65 / 77 / 67 7 / / 89 / 88 / 7 / / 5 / / 8 Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

38 Figure : Year 5 Total Traffic 8 Intersection Key: US 6 (E/W) & Eby Creek Road (N/S) US 6 (E/W) & Capitol Street (S) Capitol Street (N/S) & Brush Creek Road (E/W) Brush Creek Road (N/S) & Sylvan Lake Road (E/W)* 5 Sylvan Lake Road (E/W) & Eagle Ranch Road (N/S) 6 Sylvan Lake Road (E/W) & Capitol Street (N) 7 US 6 (E/W) & Sylvan Lake Road /Violet Lane (S/N) 8 US 6 (E/W) & Future Brush Creek Road Extension (S) 9 Brush Creek Road (N/S) & Frost Creek Drive (W) Brush Creek Road (N/S) & South Site Access (W) *The Brush Creek Road and Sylvan Lake Road intersection will be reconfigured with the Haymeadow development. Brush Creek Road changes to a (N/S) alignment, while Sylvan Lake Road is extended into the development in an (E/W) direction. 9 South Maryland Creek Ranch Ranch Road (Game Trail Road) N LEGEND : AM/PM/SAT Volumes = XX / XX / XX Turning Movements Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado November, 5

39 Figure : Year 5 Total Traffic 75 / 99 / 9 5 / 8 / 6 5 / 55 / 8 8 / 9 / 9 7 / 86 / 5 8 / / / / 5 / 75 / 7 / / 5 5 / 5 / 6 7 / 98 / 7 5 / / / 98 / 5 8 / 69 / 5 7 / / / / 5 / 75 / 5 8 / 5 / 5 US 6 & Eby Creek Road US 6 & Capitol Street Capitol Street & Brush Creek Road 5 / 5 / / 8 / 57 9 / / 56 / / 8 / 7 / 8 5 / 5 / 5 / 5 / / / 5 / 5 / 5 9 / / 9 5 / / / 5 / 65 9 / 8 / / 95 / 7 66 / 98 / 5 / 5 / 6 / / / 7 / 77 / / 5 / / 5 5 / 5 / / / 5 75 / / 9 7 / 5 / 85 / / 5 / / 8 / 5 / 5 7 / 6 / 75 Brush Creek Road & Sylvan Lake Road* Sylvan Lake Road & Eagle Ranch Road Sylvan Lake Road & Capitol Street / 6 / / / / 9 / / / 6 / 86 / 59 / 8 / 9 6 / / 77 / 79 / / 97 / 99 8 / 7 / 76 / / 865 / 69 / / 9 / 8 8 / 5 / 56 / / 5 / / 8 / 65 / 99 9 / 8 / 6 / / 6 / 9 / / 75 / 9 / / / / 6 / 6 / 9 US 6 & Sylvan Lake Road US 6 & Future Brush Creek Road Extension Brush Creek Road & Frost Creek Drive 6 / / / / / 57 / / 67 / 7 / 7 / / 9 / 7 / 66 / 6 5 / / 7 95 / 8 / 8 / / 85 / 9 / / 7 / 6 8 / 68 / 7 9 / 8 / 8 / 9 / Project Number: M58 Prepared By: KJS Frost Creek, Eagle, Colorado Brush Creek Road & Frost Creek Drive November, 5

40 .5 Operations and HCM Analysis Intersection Level of Service: Using Highway Capacity Manual 7 (HCM) methodology, Synchro Version 8 software was used to determine the delay and Level of Service (LOS) at the stop controlled intersections. Similarly, Rodel Roundabout Analysis Software was used to model the HCM roundabout capacity. A table summarizing the Total Traffic Level of Service for each intersection analyzed can be found in the Appendix. US 6 & Eby Creek Road: The intersection is currently operating at an acceptable LOS. Peak commuter traffic volumes in the morning and evening peak hours will deteriorate to unacceptable levels of service with the anticipated background traffic growth. It is recommended that the Town continues to monitor this roundabout as growth occurs. US 6 & Capitol Street: The intersection will see the northbound right and westbound left movements continue to deteriorate as traffic increases on US 6. It is recommended that the Town monitors this intersection for possible future access restrictions. Capitol Street & Brush Creek Road: The intersection is anticipated to be reconstructed as a roundabout with the Brush Creek Road Extension. With these improvements, this intersection is anticipated to operate at a Level of Service A/C through Year 5. Brush Creek Road & Sylvan Lake Road: The intersection is anticipated to be realigned and constructed as a roundabout with the Haymeadow Development. With these improvements, this intersection is anticipated to operate at a Level of Service A through Year 5. Sylvan Lake Road & Eagle Ranch Road: The intersection will continue to deteriorate as traffic increases on Sylvan Lake Road. It is recommended that the Town continues to monitor this intersection for the possible construction of a traffic signal or roundabout. In the past, the Town has assisted peak school traffic by placing an officer at this intersection. As an interim solution, the officer placement may become necessary again as traffic on Sylvan Lake Road increases. Sylvan Lake Road & Capitol Street: The intersection will see the southbound stopcontrolled movements continue to deteriorate as traffic increases on Sylvan Lake Road, with or without the project generated traffic. It is recommended that the Town monitors this intersection for the possible construction of a traffic signal or roundabout. US 6 & Sylvan Lake Road / Violet Lane: The intersection is currently operating at an acceptable LOS. It is expected to continue to operate at an acceptable Level of Service B/C through Year 5 once the Brush Creek Road extension is completed. Frost Creek Eagle, CO Revised March 5, 6 Page

41 US 6 & Brush Creek Road Extension: The intersection is anticipated to be constructed in the future by the Town of Eagle. It is recommended that the intersection of US 6 and the Brush Creek Road extension is constructed as a roundabout at the time of construction. With this implementation, the intersection is anticipated to operate at acceptable Levels of Service through Year 5. Brush Creek Road & Frost Creek Drive: The intersection is currently operating at an acceptable LOS A. It is expected to continue to operate at an acceptable Level of Service through Year 5. The 95 th percentile queue is not anticipated to exceed one vehicle at the site egress through Year 5. Brush Creek Road & South Site Access: The intersection is currently operating at an acceptable LOS A. It is expected to continue to operate at an acceptable Level of Service through Year 5. The 95 th percentile queue is not anticipated to exceed one vehicle at the site egress through Year 5..6 State Highway Access Permits Section.6() of the State Highway Access Code (Access Code) requires a new access permit when there is a land use change and/or the driveway volume is anticipated to increase by more than twenty percent. The addition of 6 trips per hour to the greater roadway network does not trigger the need for a State Highway Access Permit. Table : US 6 Percentage of Impact Intersection Frost Creek Peak Hour Traffic Assignment to Intersection Year 5 Background Traffic Volume or State Highway Access Permit Volume* Percentage Impact to US 6 & Eby Creek Road (South ) vph vph % US 6 & Capitol Street (South ) vph 66vph.8% US 6 & Sylvan Lake Road /Violet Lane (South ) 6vph 5vph,vph*.%.%* US 6 & Future Brush Creek Road Extension (South ) vph 7vph.% Frost Creek Eagle, CO Revised March 5, 6 Page

42 .7 Percentage of Impact of Greater Roadway Network Using the Town s Brush Creek traffic model, Frost Creek s additional resubdivision traffic is less than a % impact at the Brush Creek Road and Sylvan Lake Road intersection in Year 5. This is considered a nominal increase. The impact percentage continues to dissipate as traffic reaches Sylvan Lake Road and Capitol Street..8 Brush Creek Road Turn Lane Analysis Eagle County refers to the State Highway Access Code to provide regulation for auxiliary lanes. Brush Creek Road has an equivalent CDOT classification of an R B, rural highway. With a posted speed limit of 5mph, right turn deceleration lanes are required when the peak hour turning volume exceeds 5vph. A left turn deceleration lane is required when the peak hour turning volume exceeds vph. The project has previously constructed a southbound right deceleration lane for Frost Creek Drive. The turn lane totals feet in length. At a posted 5mph, the existing lane can accommodate up to 9vph making the southbound right turning movement into Frost Creek Drive. At buildout, the project is anticipated to have 99vph during the Saturday peak hour making this turn. Therefore, no modifications to the existing southbound right turn lane are required. No other access turning volumes meet the requirements for constructing turn lanes at the site accesses..9 Access Design Criteria The existing access points appear to have been constructed per Eagle County s Eagle County Land Use Regulations (ECLUR) Section 6.j Geometric Standards.. Sight Distance The proposed primary Frost Creek site access locations have adequate sight distance in both directions that well exceed the 595 requirement in Table of the Access Code.. Internal Circulation and Travel Speeds The 95 th percentile queue at the site egress is not expected to exceed one vehicle (5 feet) through the project buildout. The internal Frost Creek roadway system is narrow at to feet. There are sufficient horizontal and vertical curves in the roadway system that will require drivers to maintain 5mph residential speeds. Frost Creek Eagle, CO Revised March 5, 6 Page

43 5. Recommendations and Conclusions McDowell Engineering has prepared this Transportation Impact Study for the proposed resubdivision of the Frost Creek development. The purpose of this study is to forecast and analyze the impacts of the additional traffic volumes associated with the proposed increase in the number of residential units. The Frost Creek project was originally approved in 5 under the name of Adam s Rib. This approval included 97 single family homes, 5 accessory dwelling units, a private 8 hole golf course, and private, recreation center. The original traffic analysis was covered in LSC s Adam s Rib Traffic Study. Trip Generation: With the proposed resubdivision, the applicant is proposing additional single family homes and 5 cabins. The cabins will be available for members or their guests to rent. The additional residential lots and cabins created by the proposed resubdivision will create an additional vehicle trips per day and 6 trips during the Saturday peak hour. Data Collection: Traffic data was collected in late September and early October of 5. The observed traffic at the Frost Creek site accesses was lower than anticipated for the current level of development. Background Traffic Projections: The Town of Eagle has a well developed traffic forecasting matrix for the Brush Creek Valley. The Projected Brush Creek Growth Model 6 was updated by the Town in November of 5 to reflect the anticipated future growth and buildout rates along Brush Creek Road. The study s background traffic projections comply with the Town s update model. Background Infrastructure Improvements: The Town of Eagle has plans to construct the Brush Creek Road extension from Capitol Street to US 6 in the future. In addition, the Haymeadow Development is proposing improvements to this intersection as part of their development. The improvements will shift the Brush Creek Road alignment from the current configuration to a north/south orientation. These infrastructure improvements have been modelled in the Year 5 analysis. Necessary Infrastructure Improvements: The existing Frost Creek Drive access has a southbound right turn deceleration lane that is feet in length. This turn lane is adequate to accommodate the full buildout of the proposed Frost Creek development. No additional off site roadway improvements are required. The timing of Frost Creek s final buildout does not affect these recommendations. Percentage Impact: The additional traffic is less than a % impact at the Brush Creek Road and Sylvan Lake Road intersection in Year 5. Summary: The proposed Frost Creek development is anticipated to be successfully accommodated into the greater Eagle County and Town of Eagle roadway network with the above recommendations. Frost Creek Eagle, CO Revised March 5, 6 Page

44 6. Appendix Reference Documents. Adam s Rib Traffic Study. LSC Transportation Consultants, September.. West Eagle Sub Area Plan. Town of Eagle, September.. Haymeadow Traffic Impact Study. Fox Tuttle Transportation Group, August.. I 7 Eagle Interchange Upgrade Feasibility Study. PBS&J, April OTIS Traffic Data. Colorado Department of Transportation Projected Brush Creek Growth Model. Town of Eagle, Updated November Highway Capacity Manual. Transportation Research Board,. 8. The Social and Economic Effect of Second Homes. Northwest Colorado Council of Governments, June. 9. Trip Generation, 9 th Edition. Institute of Transportation Engineers,.. State Highway Access Code. State of Colorado,.. Eagle County Land Use Regulations. Eagle County,. Included Documents. Traffic Study Scoping Correspondence with Eagle County and the Town of Eagle. Brush Creek Road Traffic Forecasting Model. Traffic Counts. CDOT OTIS Traffic Data 5. HCM Reports a. US 6 & Eby Creek Road b. US 6 & Capitol Street c. Capitol Street & Brush Creek Road d. Brush Creek Road & Sylvan Lake Road e. Sylvan Lake Road & Eagle Ranch Road f. Sylvan Lake Road & Capitol Street g. US 6 & Sylvan Lake Road /Violet Lane h. US 6 & Brush Creek Road Extension i. Brush Creek Road & Frost Creek Drive j. Brush Creek Road & South Site Access Frost Creek Eagle, CO Revised March 5, 6 Page

45 Traffic Study Scoping Correspondence with Eagle County and the Town of Eagle: Frost Creek Eagle, CO Revised March 5, 6 Page 5

46 Revised per our 8//5 meeting with: Ty Ryan - Eagle County Tom G - Town of Eagle Kevin Sharkey - Town of Eagle Kari McDowell Schroeder - McDowell Engineering McDowell Engineering; Kari McDowell Schroeder, PE, PTOE kari@mcdowelleng.com Frost Creek, BCP-ARR, LLC c/o Meriwether Companies Frost Creek Brush Creek Road, Eagle Addition of 56 home sites and cabins. 8% Second Homes, % Primary Residences. See Attached. 5 5 US 6 (Grand Ave.) Site Access US 6 / Sylvan Lake Rd. US 6 / Future Brush Creek Rd. Extension Brush Creek Rd. / Sylvan Lake Rd. Brush Creek Rd. / Capitol St. Capitol St / US 6 US 6 / Eby Creek Road Sylvan Lake Rd. / Eagle Ranch Rd. Sylvan Lake Rd. / Capitol St. Nominal % to Sylvan Lake, 99% towards Eagle. Match Haymeadow project's directional distribution in the Town of Eagle.

47 Negligible Impact, therefore, not used. Per Town of Eagle's background traffic projections for the Haymeadow TIS. Town to make BG buildout revisions. No seasonal adjustment factor is required. x x x x x 9//5 (draft copy)

48 PROJECT NUMBER: PREPARED BY: DATE: REVISED: M8 KJS 9//5 Table Project Trip Generation (8% Second Homes, % Full Time Residents) Frost Creek, Eagle, Colorado Estimated Project Generated Traffic DRAFT Total # of units is still being verified and may decrease. Average Weekday Average Saturday Morning Peak Hour Evening Peak Hour Inbound Outbound Inbound Outbound Saturday Peak Hour Inbound Outbound ITE Code Units AM Peak Hour Rate PM Peak Hour Rate Saturday Peak Hour Rate Avg. Weekday Rate Avg. Saturday Rate Trips (vpd) Trips (vpd) % Trips Trips % Trips Trips % Trips Trips % Trips Trips % Trips Trips % Trips Trips Currently Approved Use: # Single Family Home 97 # Multi Family Residential (Residential Condominium/Townhome) dwelling units dwelling units 76 5 #95 Community Recreation Center. ksf 5 # Golf Course 8 holes 6 8 8, Proposed Additional Use: # Single Family Home dwelling units % 7% 6 6% 7 6% 5% 6 6% 5 #6 Recreational Homes 5 #6 Recreational Homes dwelling units % 7 5% 7 % 6 56% 8 8% 8 5% 8 dwelling units % 5% % 56% 8% 5% 66 dwelling units Proposed Percentage (%) Increase % 9% % 5% 9% Values obtained from Trip Generation, 9th Edition, Institute of Transportation Engineers,. Based upon ITE's Trip Generation Rates for Peak Hour of Generator. Based upon LSC Transportation Consultants' September, Traffic Study. Included for informational purposes only. ' ' denotes data that was not provided in the report. ksf =, square feet

49 Brush Creek Road Traffic Forecasting Model Frost Creek Eagle, CO Revised March 5, 6 Page 6

50 Corky Hillside, JHY, and Ewing Parcels Future 69 Total Existing, Future, Total Trips from Residential Units ~8 acres Existing 69 Residential Units Future 59 ~, acres Eagle Ranch Existing,886 Future Total,59 Existing,6 Future 6,8 Total,5 Total Trips from Residential Units Total 7,65 598,57 Total Trips,55 Residential Units Existing ,56 Future Other Trip Generators* 6,957 Existing * Other Traffic Generators Medical Center Village Center Golf Course Future Future ~ acres Terrace Total,68 Existing Future,68 Total Trips from Residential Units Future Residential Units Existing Future 9 Existing 79 Future Total 9 55 Total 6 8 Existing 95 Future 998 Total Existing 95 Future,6 Total ~ acres 9 Total 7 Existing 87 Future, Total Trips from Residential Units 9 Future Residential Units 9 98 ~66 acres Total Existing 8,5 Future 77 8,5 Total Trips from Residential Units Future,8 787 Existing Existing 8 Future Existing 6 Future Future 77 ~55 acres Total 9 Existing 76 Future Total Trips from Residential Units 8 5 Total 9 Existing 6 Future 7 55 Total Trips from Residential Units ~ acres 8 5 ~5 acres Total Existing 9 Future 9 Total Trips from Residential Units Salt Creek Future Residential Units Existing Total Existing Future Total Total Trips Future Other Trip Generators* Existing Future Total,76 5 Other Traffic Generators Equestrian Center Shooting Range Recreation Center * Existing 77 Trips from Residential Units Total Residential Units Bruce Creek and Other Development along Brush Creek ~, acres Residential Units Charlie Ridgeway Residential Units Adams Rib Upper Ranch,8 Residential Units Existing Haymeadow Existing Total 69 Total Trips from Residential Units Total Future Brush Creek Meadows Existing Total Trips from Residential Units 5 Existing Trips from Residential Units ~8 acres Moser Lane Total 5 7 Total Trips from Residential Units ~, acres Frost Creek 8 Future Residential Units 7 ~ acres Adams Rib Lower Ranch Future Residential Units Existing ~ acres Adams Rib Ridgeway Existing 5 Residential Units Existing Residential Units 7 5 Existing 8 Future 6 Total Trips Existing Golf Course Trip Generators 6 6 Values in red represent /5 background model revisions per the Town of Eagle

51 From Town of Eagle: Projected Units in Upper Brush Creek Valley, High Growth Scenario Bruce Creek Adams Adams Adam's and Other Rib Lower Rib Upper Charlie Rib Moser Brush Creek Eagle Ranch Haymeadow Ranch Ranch Ridgeway Ridgeway Salt Creek Lane Frost Creek Development Total Buildout Nov 5

52 McDowell Engineering Calculations: //5 5 Background Traffic Calculations Total Residential Description /5 A / B /5 Ratio of 5 vs C Buildout % 66% % % 9% 67% % 96% % 7% 5/ Yr. 55 Buildout D AADT,5 8, ,76,698 Yr. 5 E AADT,598 5, ,7,6,67 Commercial / Other 5/ Yr. 55 Buildout F AADT 6,8,6 8,9 Percentag e of Buildout for Year G 5 % % % H Yr. 5 AADT 6,8,6 8,9 Year 5 Background Traffic on Brush Creek Road, South of Ouzel Lane Yr. 5 I AADT 7,66 5, ,668,6 8,78 J Minus Frost Creek,668 K Minus Haymead ow 5,588 L Minus Eagle Ranch 7,66 M Year 5 BG Traffic south of Ouzel Lane ,6,89 Year 5 TotalTraffic on Brush Creek Road, South of Ouzel Lane N O P Year 5 BG Traffic south of Ouzel Lane ,6,89 Frost Creek Project Generate d Traffic,6 Total Year 5 Traffic ,6,6 5,7 A Year 5 projected number of units per development area. B Buildout number of units per Town's 5/ Map. Buildout AADT per Town Spreadsheet and Map. Uses trip generation rate of 9.57 for single family, 5.86 for multifamily, and 6.7 for ADUs. C Percentage of the new (/5) number of 5 units vs. previous (5/) buildout units D Year 55 AADT for the new (/5) number of units at buildout. Based up on the assumption that the growth rate is applicable to the entire site. E Year 5 AADT for the new (/5) number of 5 units. Based up a ratio of the total residential site traffic that will exist in Year 5. F Buildout commercial per Town's 5/ Map. G Percentage of comercial to be builtout in Year 5. H Year 5 commercial AADT. I Total Year 5 AADT = residential (E) + commercial (I) J Subtract out Frost Creek traffic to obtain background traffic volume K Subtract out Haymeadow traffic to get AADT south of Ouzel Lane L Subtract out Eagle Ranch traffic to get AADT south of Ouzel Lane M Total Year 5 Background traffic on Brush Creek Road, south of Ouzel Lane N Copy from Line M. Year 5 Background traffic on Brush Creek Road, south of Ouzel Lane. O Add total traffic for Frost Creek based upon current trip generation calcualtions for entire site. (/5 traffic Study) P Total Year 5 traffic (Background + Frost Creek) on Brush Creek Road, south of Ouzel Lane.

53 Traffic Counts Frost Creek Eagle, CO Revised March 5, 6 Page 7

54 Eby Cr Rd/Church at Hwy 6, NB & EB legs Eagle, Colorado Data Collection Date: Tuesday, September, 5 Weather: Partly Cloudy Weekday Traffic Counts Hwy 6 Hwy 6 Eby Cr Rd/Church Eby Cr Rd/Church Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM :5 AM : AM :5 AM : AM :5 AM : AM :5 AM Total Peak Hour Total Peak Hour Total

55 Eby Creek Road at Hwy 6 Eagle, Colorado Data Collection Date: Tuesday, September, 5 Weather: Weekday Traffic Counts Hwy 6 Hwy 6 Eby Cr Rd Eby Cr Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM : PM :5 PM : PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

56 Eby Creek RD at Hwy 6 Eagle, Colorado Data Collection Date: Saturday September 6, 5 Weather: Sunny Weekday Traffic Counts Hwy 6 Hwy 6 Church Street Eby Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM :5 AM : AM :5 AM : PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

57 Capitol Street at Hwy 6/Grand Ave Eagle, Colorado Data Collection Date: Thursday, September, 5 Weather: Sunny Weekday Traffic Counts Hwy 6/Grand Ave Hwy 6/Grand Ave Capitol St Capitol St Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM :5 AM : AM :5 AM : AM :5 AM : AM :5 AM Total Peak Hour Total Peak Hour Total

58 Capitol Street at Hwy 6/Grand Ave Eagle, Colorado Data Collection Date: Thursday, September, 5 Weather: Sunny Weekday Traffic Counts Hwy 6/Grand Ave Hwy 6/Grand Ave Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM 87 5 :5 PM : PM :5 PM : PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

59 Capitol Street at Hwy 6/Grand Ave Eagle, Colorado Data Collection Date: Saturday, September 6, 5 Weather: Sunny Saturday Traffic Counts Hwy 6/Grand Ave Hwy 6/Grand Ave Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM :5 AM : AM :5 AM : PM :5 PM 8 55 : PM :5 PM Total Peak Hour Total Peak Hour Total

60 Capitol Street and Brush Creek Road Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Sunny Weekday Traffic Counts Brush Creek Road Brush Creek Road Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left N/A Thru Right Peds/ Bikes N/A N/A N/A Peds/ Bikes Left Thru N/A Right Peds/ Bikes N/A Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM :5 AM : AM :5 AM : AM :5 AM : AM :5 AM Total Peak Hour Total Peak Hour Total

61 Capitol Street and Brush Creek Road Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Sunny Weekday Traffic Counts Brush Creek Road Brush Creek Road Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left N/A Thru Right Peds/ Bikes N/A Left N/A Thru N/A Right Peds/ Bikes Left Thru N/A Right Peds/ Bikes N/A Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM 5 7 : PM 7 :5 PM : PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total 9 6 5

62 Capitol Street At Brush Creek Road Eagle, Colorado Data Collection Date: Saturday, September 6, 5 Weather: Sunny Saturday Traffic Counts N/A Brush Creek Road Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM 6 :5 AM : AM :5 AM : PM 7 :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

63 Sylvan Lake Road At Brush Creek Road Eagle, Colorado Data Collection Date: Thursday, August 7, 5 Weather: Drizzle Weekday Traffic Counts N/A Brush Creek Road Sylvan Lake Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM 6 7:5 AM 5 7: AM 6 7:5 AM 6 7 8: AM :5 AM 6 7 8: AM 6 5 8:5 AM 8 8 Total Peak Hour Total Peak Hour Total

64 Sylvan Lake Road At Brush Creek Road Eagle, Colorado Data Collection Date: Tuesday August 5, 5 Weather: Sunny Weekday Traffic Counts N/A Brush Creek Road Sylvan Lake Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM 6 : PM 8 5 :5 PM 6 5: PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

65 Sylvan Lake Road At Brush Creek Road Eagle, Colorado Data Collection Date: Saturday, September 6, 5 Weather: Sunny Weekday Traffic Counts N/A Brush Creek Road Sylvan Lake Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM :5 AM : AM :5 AM 8 : PM :5 PM : PM :5 PM 8 5 Total Peak Hour Total Peak Hour Total

66 Sylvan Lake Road at Eagle Ranch Road Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Partly Cloudy Weekday Traffic Counts Sylvan Lake Road Sylvan Lake Road Eagle Ranch Rd Eagle Ranch Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM :5 AM 9 9 7: AM :5 AM : AM :5 AM 6 8: AM 9 8:5 AM 5 Total Peak Hour Total Peak Hour Total

67 Sylvan Lake Road at Eagle Ranch Road Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Sunny Weekday Traffic Counts Sylvan Lake Road Sylvan Lake Road Eagle Ranch Rd Eagle Ranch Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM : PM :5 PM : PM 7 5:5 PM 6 5: PM :5 PM Total Peak Hour Total Peak Hour Total

68 Sylvan Lake Road at Eagle Ranch Road Eagle, Colorado Data Collection Date: Saturday October, 5 Weather: Saturday Traffic Counts Sylvan Lake Road Sylvan Lake Road Eagle Ranch Rd Eagle Ranch Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM :5 AM : AM 5 :5 AM 7 : PM :5 PM 9 7 : PM 6 9 :5 PM 6 Total Peak Hour Total Peak Hour Total

69 Capitol Street At Sylvan Lake Road Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Cloudy Weekday Traffic Counts Sylvan Lake Road Sylvan Lake Road Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM 6 8 7:5 AM : AM :5 AM : AM :5 AM : AM :5 AM Total Peak Hour Total Peak Hour Total

70 Capitol Street At Sylvan Lake Road Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Cloudy Weekday Traffic Counts Sylvan Lake Road Sylvan Lake Road Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM 6 5 : PM :5 PM 5 5: PM :5 PM : PM :5 PM 6 Total Peak Hour Total Peak Hour Total

71 Sylvan Lake Road at Capitol Street Eagle, Colorado Data Collection Date: Saturday, October, 5 Weather: Sunny Saturday Traffic Counts Sylvan Lake Road Sylvan Lake Road Capitol Street Capitol Street Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM 8 :5 AM : AM 8 :5 AM : PM :5 PM : PM 7 :5 PM Total Peak Hour Total Peak Hour Total

72 Sylvan Lake Rd at Hwy 6, EB & NB legs Eagle, Colorado Data Collection Date: Wednesday, September, 5 Weather: Partly Cloudy Weekday Traffic Counts Hwy 6 Hwy 6 Sylvan Lake Rd Sylvan Lake Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM :5 AM : AM :5 AM : AM :5 AM : AM :5 AM Total Peak Hour Total Peak Hour Total

73 Sylvan Lake Rd Roundabout at HWY 6 Eagle, Colorado Data Collection Date: Wednesday September, 5 Weather: Weekday Traffic Counts Hwy 6 Hwy 6 Sylvan Lake Road Sylvan Lake Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM : PM :5 PM : PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

74 Sylvan Lake Rd at Hwy 6 Eagle, Colorado Data Collection Date: Saturday, October, 5 Weather: Saturday Traffic Counts Hwy 6 Hwy 6 Sylvan Lake Rd Eagle Ranch Rd Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM :5 AM : AM :5 AM : PM :5 PM : PM :5 PM Total Peak Hour Total Peak Hour Total

75 Frost Creek Drive at Brush Creek Road Eagle, Colorado Data Collection Date: Thursday, August 7, 5 Weather: Partly Cloudy Weekday Traffic Counts Frost Creek Drive N/A Brush Creek Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM 7:5 AM 7: AM 7:5 AM 8: AM 8:5 AM 8: AM 8:5 AM Total 9 6 Peak Hour Total 7 Peak Hour Total 5 8

76 Frost Creek Drive at Brush Creek Road Eagle, Colorado Data Collection Date: Thursday, August 7, 5 Weather: Partly Cloudy Weekday Traffic Counts Frost Creek Drive N/A Brush Creek Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM : PM :5 PM 5: PM 5:5 PM 5: PM 5:5 PM Total 9 7 Peak Hour Total 9 Peak Hour Total

77 Frost Creek Drive at Brush Creek Road Eagle, Colorado Data Collection Date: Saturday, August 9, 5 Weather: Sunny Weekday Traffic Counts Frost Creek Drive N/A Brush Creek Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM 7 :5 AM 5 8 : AM 5 5 :5 AM 6 6 : PM 5 8 :5 PM 7 9 : PM 6 :5 PM Total Peak Hour Total Peak Hour Total 5 6 6

78 South Frost Creek Access at Brush Creek Road Eagle, Colorado Data Collection Date: Thursday, August 7, 5 Weather: Partly Cloudy Weekday Traffic Counts Frost Creek Drive N/A Brush Creek Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks 7: AM 7:5 AM 7: AM 7:5 AM 8: AM 8:5 AM 8: AM 8:5 AM Total 9 Peak Hour Total 5 Peak Hour Total 5 6

79 South Frost Creek Access at Brush Creek Road Eagle, Colorado Data Collection Date: Thursday, August 7, 5 Weather: Partly Cloudy Weekday Traffic Counts Frost Creek Drive N/A Brush Creek Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : PM :5 PM : PM :5 PM 5: PM 5 5:5 PM 5: PM 5:5 PM Total Peak Hour Total 8 Peak Hour Total

80 South Frost Creek Access at Brush Creek Road Eagle, Colorado Data Collection Date: Saturday, August 9, 5 Weather: Sunny Weekday Traffic Counts Frost Creek Drive N/A Brush Creek Road Brush Creek Road Eastbound Westbound Northbound Southbound Start Time Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Left Thru Right Peds/ Bikes Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks Cars Trucks : AM 7 :5 AM 5 8 : AM 5 5 :5 AM 6 6 : PM 6 8 :5 PM 6 7 : PM 7 :5 PM 6 7 Total 6 7 Peak Hour Total 5 9 Peak Hour Total 7

81 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Vehicle Volume Report Study Date: Unit ID: Location: Thursday, 8/7/5 / Friday, 8/8/5 Frost Creek Drive Eastbound Volume Westbound Volume Total Volume 7: - 7: : - 8:59 9: - 9:59 : - :59 : - :59 5 : - : : - :59 6 : - :59 9 5: - 5:59 6: - 6: : - 7:59 8: - 8:59 9 9: - 9:59 : - :59 9 : - :59 : - :59 : - :59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 Totals 9 5 AM Peak Time :59 - :58 9:57 - :56 9:57 - :56 AM Peak Volume 7 7 PM Peak Time 9:59 - :58 7:5-8:5 7:5-8:5 PM Peak Volume D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

82 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Vehicle Volume Report Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road Southbound Northbound Volume Volume Total Volume : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 6 7: - 7: : - 8: : - 9:59 7 : - :59 9 : - :59 8 : - :59 7 : - :59 8 : - : : - 5: : - 6:59 7: - 7: : - 8: : - 9: : - : : - :59 : - :59 : - :59 Totals 5 5 AM Peak Time 6: - 7: 9:5 - : 9:5 - : AM Peak Volume 6 5 PM Peak Time :9 - :8 :5-5:5 :57-5:56 PM Peak Volume 7 9 D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

83 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Southbound Classes Report Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: 8 % Trucks: 8. AM % Trucks:. PM % Trucks:. Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

84 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Northbound Classes Report Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: % Trucks:. AM % Trucks:. PM % Trucks:. Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

85 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Total Classes Report Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: 6 % Trucks: 9.7 AM % Trucks:. PM % Trucks:. Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

86 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Southbound Speeds (MPH) Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: 5 to MPH 85th Percentile: 9. MPH. MPH Percent in Ten Mile Pace: 56.5%. MPH 5th Percentile: 5.7 MPH.5 MPH 9th Percentile: 5.5 MPH 95th Percentile: 5.7 MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

87 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Northbound Speeds (MPH) Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: 5 to MPH 85th Percentile: 8.7 MPH. MPH Percent in Ten Mile Pace: 56.%. MPH 5th Percentile: 5.6 MPH.5 MPH 9th Percentile: 9.8 MPH 95th Percentile: 5.7 MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

88 Printed: 9//5 at :9 TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Total Speeds (MPH) Study Date: Unit ID: Location: Wednesday, 8/6/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: 5 to MPH 85th Percentile: 8.9 MPH. MPH Percent in Ten Mile Pace: 56.%. MPH 5th Percentile: 5.6 MPH.5 MPH 9th Percentile: 5. MPH 95th Percentile: 5. MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

89 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Vehicle Volume Report Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road Southbound Northbound Volume Volume Total Volume : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5: : - 6:59 7: - 7: : - 8:59 9: - 9: : - : : - :59 5 : - : : - : : - : : - 5: : - 6: : - 7: : - 8:59 8 9: - 9: : - :59 7 : - :59 9 : - :59 8 : - :59 Totals AM Peak Time 9:9 - :8 : - : : - : AM Peak Volume 9 68 PM Peak Time : - :59 : - : : - : PM Peak Volume 79 D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

90 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Vehicle Volume Report Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road Southbound Northbound Volume Volume Total Volume : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7: : - 8: : - 9:59 6 : - : : - :59 7 : - : : - :59 7 : - : : - 5: : - 6: : - 7:59 7 8: - 8: : - 9: : - : : - :59 5 : - :59 : - :59 Totals AM Peak Time : - : 9: - :9 :5 - :5 AM Peak Volume 7 PM Peak Time :7 - :6 : - :59 : - : PM Peak Volume 5 8 D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

91 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Southbound Classes Report Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: 55 % Trucks:.7 AM % Trucks: 5. PM % Trucks:. Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

92 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Southbound Classes Report Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: 8 % Trucks:. AM % Trucks: 5. PM % Trucks:.9 Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

93 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Northbound Classes Report Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: 6 % Trucks: 5. AM % Trucks: 5. PM % Trucks: 5. Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

94 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Northbound Classes Report Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: 8 % Trucks: 8.5 AM % Trucks:. PM % Trucks: 6.6 Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page 5

95 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Total Classes Report Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: % Trucks:.9 AM % Trucks: 5. PM % Trucks:.8 Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page 7

96 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Total Classes Report Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Truck Summary: # # # # #5 #6 #7 #8 #9 # # # # Total Total Trucks: % Trucks: 6.9 AM % Trucks: 9.6 PM % Trucks: 5.7 Classification Scheme: FHWA (ID: ) # # # # #5 Motorcycles - Axles Passenger Cars - Axles Pickup Trucks, Vans - Axles Buses Single Unit - Axles, 6 Tires #6 #7 #8 #9 # Single Unit Truck - Axles Single Unit - Axles Single Unit - Axles or Less Double Unit - 5 Axles Double Unit - 6 Axles or More # # # Multi-Unit - 5 Axles or Less Multi-Unit - 6 Axles Multi-Unit - 7 Axles or More D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page 8

97 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Southbound Speeds (MPH) Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: to 9 MPH 85th Percentile: 9. MPH. MPH Percent in Ten Mile Pace: 65.%. MPH 5th Percentile: 7. MPH.5 MPH 9th Percentile: 5. MPH 95th Percentile: 5. MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

98 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Southbound Speeds (MPH) Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: to 9 MPH 85th Percentile: 9. MPH. MPH Percent in Ten Mile Pace: 6.8%. MPH 5th Percentile: 5.9 MPH 7.5 MPH 9th Percentile: 9.8 MPH 95th Percentile: 5.7 MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

99 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Northbound Speeds (MPH) Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: to 9 MPH 85th Percentile: 8.6 MPH.8 MPH Percent in Ten Mile Pace: 66.6%. MPH 5th Percentile: 6.7 MPH.5 MPH 9th Percentile: 9.5 MPH 95th Percentile: 5. MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page

100 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Northbound Speeds (MPH) Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: 5 to MPH 85th Percentile: 8. MPH. MPH Percent in Ten Mile Pace: 6.%. MPH 5th Percentile: 6. MPH.5 MPH 9th Percentile: 9.5 MPH 95th Percentile: 5. MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page 5

101 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Total Speeds (MPH) Study Date: Unit ID: Location: Saturday, 8/9/5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: to 9 MPH 85th Percentile: 8.9 MPH. MPH Percent in Ten Mile Pace: 65.7%. MPH 5th Percentile: 7. MPH.5 MPH 9th Percentile: 9.8 MPH 95th Percentile: 5.8 MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page 7

102 Printed: 9//5 at : TrafficViewer Pro v.6.. PicoCount 5 V. (s/n# 57) Daily Total Speeds (MPH) Study Date: Unit ID: Location: Sunday, 8//5 Brush Creek Road : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 : - :59 5: - 5:59 6: - 6:59 7: - 7:59 8: - 8:59 9: - 9:59 : - :59 : - :59 : - :59 : - :59 Totals Percent of Total Percent of AM Percent of PM Standard Deviation: Mean Speed: Median Speed: Modal Speed: Total MPH Ten Mile Pace: to 9 MPH 85th Percentile: 8.6 MPH. MPH Percent in Ten Mile Pace: 59.%.5 MPH 5th Percentile: 6. MPH.5 MPH 9th Percentile: 9.7 MPH 95th Percentile: 5. MPH D:\MTEC\Software Info\PicoCounter\Data\5-8-6 Brush Creek Road S of Frost Creek.tvp Page 8

103 CDOT OTIS Traffic Data Frost Creek Eagle, CO Revised March 5, 6 Page 8

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