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MEMORANDUM Date: To: CC: Reference: May 21, 2021 October 11, 2021 Ravali Kosaraju, P.E., PTOE, WGI Engineering Curtis Beaty, P.E., Bryan Golden, Jayesh Dongre Austin Transportation Department Kate Clark, Housing and Planning Department 200 Academy Transportation Impact Analysis Final Memo - REVISED C14-2020-0147 Note: The purpose of this revision is to include the COVID-19 adjustment factors in this memo that were applied to the traffic counts in the TIA. Summary of the Transportation Impact Analysis (TIA): The Austin Transportation Department (ATD) has reviewed the “200 Academy TIA” dated July 31, 2020 and subsequent updates received on November 25, 2020, January 29, 2021, March 26, 2021, April 29, 2021, and October 7, 2021 prepared by WGI Engineering. The 200 Academy TIA and all amendments thereto are collectively referred to herein as the “TIA”. The proposed 200 Academy development is located on the northwest corner of Academy Drive and Melissa Lane in Austin, shown in Figure 1 below. The proposed project is anticipated to be completed by 2023 and would consist of 60,000 square feet of General Office, 4,000 square feet of Shopping Center, 8,000 square feet of High- Turnover Restaurant, 120 dwelling units of Multi-Family (Low-Rise) housing, 4,000 square feet Museum, and a 10,000 square feet Music Venue. A Neighborhood Traffic Analysis, prepared by WGI Engineering, was also required for this site and can be found in Appendix A. Below is a summary of our review findings and recommendations: and shall design construct the improvements The applicant identified in Table 2b below and in Figure 2 prior to issuance of a temporary certificate of occupancy (TCO) or certificate of occupancy (CO) at the time of the first site development permit. Note: Cost estimates should not be assumed to represent the maximum dollar value of improvements the applicant may be required to construct. A fee-in-lieu contribution to the City of Austin shall be made for the improvements identified in Table 2a, totaling $5,000, prior to issuance of the first site development permit. 1. 2.  3. 4. 5. 6. 7. rd reading. The applicant shall provide an electronic copy of the final, updated version of the TIA report, including all supplemental documents, before 3 City of Austin staff reserves the right to reassign any or all the funding to one or more of the improvements identified in the TIA. The findings and recommendations of this TIA memorandum remain valid until five (5) years from the date of the traffic counts in the TIA or the date of this memo, whichever comes first, after which a revised TIA or addendum may be required. The findings and recommendations of the TIA included in this memo are based on the land use, intensity, associated traffic information and analyses and phasing of the development considered in the TIA. Should any of these assumptions change, the applicant may need to complete a new TIA, or update the TIA as required by code at the time of site plan application. Street Impact Fee Ordinances 20201220-061 [https://www.austintexas.gov/edims/document.cfm?id=352887] and 20201210- 062 [https://www.austintexas.gov/edims/document.cfm?id=352739] have been adopted by City Council and are effective as of December 21, 2020. The City shall start collecting street impact fees with all building permits issued on or after June 21, 2022. Fee website visit For more [austintexas.gov/streetimpactfee]. information please the Street Impact Figure 1: Site Location Page 2 of 7  Figure 2: Transportation Mitigation Locations Assumptions: 1. 2. 3. 4. 5. 6. 7. The TIA assumes that the development will be completed by 2023. The project will have two access points: the primary driveway will exist along Academy Drive across from Ravine Drive and will serve all land uses. A second driveway will exist on Melissa Lane just north of the intersection with Le Grande Avenue that will provide access to the residential units only and will not have any parking provided for other land uses. Based on TxDOT Traffic Count Database System (TCDS), a 2% annual growth rate was assumed to account for the increase in background traffic. Various growth factors were calculated to account for COVID-19 traffic conditions. The following adjustment factors were used to account for a decrease in the normal traffic volumes due to restrictions associated with the COVID-19 pandemic: Transportation Demand Management (TDM) measures would reduce vehicle trips by 30%. A robust TDM plan will be submitted at the time of first site plan. Listed below are the background projects that were assumed to contribute trips to surrounding roadway network in addition to forecasted site traffic: AM Peak – 1.65 or a 65% increase PM Peak – 1.50 or a 50% increase a. b. The Magdalena Hotel: SP-2015-0345CT(R1) 425 Riverside PUD: SP-2017-0494C It should be noted that during this review, Capital Metro’s Project Connect Plan was adopted and the design of all the rail lines are currently in progress. The design of Project Connect, particularly the Orange Line, might potentially affect traffic operations along South Congress Avenue and at Academy Drive. This may affect the Page 3 of 7  8. operational assumptions contained in this TIA. ATD may require additional analysis at time of site plan if Project Connect’s plans become more refined and alter traffic patterns along South Congress at the Academy Drive intersection. At the time of first site plan, the following must be submitted for ATD’s review and approval: a TDM plan, a traffic control plan for the music venue, the location of on- site TNC pick-up/drop- off, driveway design at Academy Drive that includes vehicle and truck turning templates, the location of for loading/unloading activities, and a final internal circulation design. Proposed Conditions: Trip Generation and Land Use th Based on the Institute of Transportation Engineers (ITE) Trip Generation Manual (10 Edition), the development will generate approximately 3,933 unadjusted average daily vehicles trips (ADT) at full build out. th ITE Trip Generation Manual (10 venue and museum as land uses, therefore, local data was used for these land uses. Edition) does not capture the trip generation for music Due the significant number of vehicle trips and the anticipated traffic load on the roadway network, the applicant has committed to a Transportation Demand Management (TDM) Plan to reduce their site vehicle trips by 30%. Table 1 shows the adjusted trip generation after existing trips and TDM reductions. Table 1: Adjusted Trip Generation ITE Code Proposed Land Use Size / Unit AM PM 710 820 General Office Shopping Center 932 High-Turnover Restaurant 220 Multifamily Housing (Low Rise) 120 * * Music Venue Museum 24-Hour Two Way Volume (Approx.) 646 674 897 866 650 200 83 154 80 57 0 0 70 50 78 69 65 20 60,000 4,000 8,000 10,000 4,000 SF SF SF DU SF SF Note: * marked denotes Local data used Total Adjusted Trips 2,338 207 202 Unadjusted Trips 3,933 374 352 Existing Trips (593) (78) (64) Subtotal 3,340 296 288 TDM Reduction (30%) (1,002) (89) (86) Page 4 of 7  Transportation Demand Management (TDM) The applicant has committed to a 30% TDM reduction to meet certain vehicle trip reduction targets. In the TDM plan, the applicant has identified several measures that could be incorporated with the site to achieve the targeted vehicle trip reduction. The applicant identified the following key TDM measures to reach the reduction target: • • • • • • • • • Transit Elements (up to 7%) Pedestrian Access and Connectivity (5%) Bicycle Access and Connectivity (5%) Bicycle Parking (0.5%) Showers & Lockers (0.5%) Unbundled Parking (6%) Limit Parking Supply (6%) TDM Coordinator (1%) TMA Membership (3%) The applicant has the flexibility to pick and choose other relevant TDM measures at the time of site plan. Page 5 of 7  Summary of Recommended Improvements: Table 2a: Recommended Improvements (Fee-in-Lieu) Intersection Improvement Cost Developer’s Share % Developer’s Share $ South Congress Ave & Academy Dr/Nellie St Signal Modifications $5,000 100% $5,000 Total $5,000 - $5,000 Table 2b: Recommended Improvements (Construction) Intersection Improvement Cost Developer’s Share % Developer’s Share $ East Riverside Dr & Newning Ave $150,000 100% $150,000 Pedestrian Hybrid Beacon (PHB) Le Grande Ave (north) from Melissa Ln to Hillside Ave Le Grande Ave (south) from Melissa Ln to Hillside Ave Melissa Ln (east) from Le Grande Ave to Academy Dr Newning Ave (east) from E Riverside Dr to Le Grande Ave Academy Dr (south) from ±200 ft west of Ravine Dr to ±50 ft east of Ravine Dr Total Approximately 1,580 LF of 5 ft wide sidewalk construction $189,600 100% $189,600 $339,600 - $339,600 Page 6 of 7  If you have any questions or require additional information, please contact me at 512-974-4073. Nazlie Saeedi, P.E. Austin Transportation Department Page 7 of 7  Appendix A – Neighborhood Traffic Analysis   Neighborhood Traffic Analysis 200 Academy in Austin, Texas Prepared for: Spearhead Properties, LLC Submitted to: City of Austin May 7, 2021 32205905.00       at three locations: The following letter summarizes the neighborhood traffic analysis (NTA) near the proposed 200 Academy project located at 200 Academy Drive in Austin, TX. WGI has collected 24-hour, bi-directional tube counts Le Grande Avenue west of Hillside Avenue  Academy Drive between Music Lane and Ravine Drive   Newning Avenue between Le Grande Avenue and East Riverside Drive  Melissa Avenue between Le Grande Avenue and Bonniview Street We have also estimated trip generation per the provided site plan and land uses included in the proposed development project. Finally, these potential trips are distributed to the roadway network based on volumes obtained in the data collection.   DATA COLLECTION WGI collected 24-hour, bi-directional tube counts on Le Grande Avenue, Newning Avenue and Melissa Avenue on Tuesday, July 21, 2020. Tube counts on Academy Drive were collected on Tuesday, March 23, 2021. Since these tube counts were collected during the COVID-19 pandemic, an adjustment was made in order to account for the atypical/low volumes. This methodology was suggested by the Austin Transportation Department.  AM Peak Hour: Tube Count / (1-65%)  PM Peak Hour: Tube Count / (1-50%)  Daily: Tube Count / (1-57.5%) The count data are included as Attachment 1 and are summarized in Table 1 the four roadways. Attachment 2 provides a concept plan for the project. Melissa Avenue currently serves zero driveways between Le Grande Avenue and Academy Drive and has 30 feet of pavement. Melissa Lane has two unstriped lanes with curb and gutter, no sidewalk on the east and west side. Academy Drive provides a signalized access from South Congress with a pavement width of approximately 35 feet; however only westbound left-turn movements are allowed for vehicles turning from Academy Drive. Academy Drive has two unstriped lanes, sidewalk gaps on the north and south side. Le Grande Avenue west of Hillside Avenue is a small neighborhood roadway serving three single-family home driveways and connects Hillside Avenue to Melissa Avenue. Newning Avenue provides right-in, right-out access to East Riverside Drive.   TABLE 1: DATA COLLECTION SUMMARY Time Direction Le Grande Avenue Newning Avenue Melissa Avenue Academy Drive Volume Time Volume Time Volume Time Volume Time Daily1 EB/NB WB/SB 132 144 - - 1087 958 - - 47 85 - - 1198 1228 - - Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 1 of 4      TABLE 1: DATA COLLECTION SUMMARY Time Direction Le Grande Avenue Newning Avenue Melissa Avenue Academy Drive Volume Time Volume Time Volume Time Volume Time AM Peak Hour PM Peak Hour EB/NB WB/SB EB/NB WB/SB 9 14 3 5 8:00 – 9:00 AM 5:00 – 6:00 PM 50 47 43 56 7:00 – 8:00 AM 5:00 – 6:00 PM 2 5 2 2 8:00 – 9:00 AM 4:00 – 5:00 PM 103 63 58 82 8:00 – 9:00 AM 4:00 – 5:00 PM Notes: 1. Source: WGI, 2020. These traffic counts were adjusted by a City‐approved factor as they were collected during the COVID‐19 pandemic.  PROJECT TRIP GENERATION   The project would include approximately 60,000 square feet of office space, 4,000 square feet of retail, 8,000 square feet of restaurant space, 120 dwelling units of multifamily housing, a 4,000 square foot museum and a 10,000 square foot music venue. The Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was used to develop trip generation estimates for the proposed use. A 54,945 square-foot office space building currently exists on the Project site location. This existing land use amounts to 593 daily trips, with 78 occurring during the AM peak hour and 64 occurring during the PM peak hour. Trip generation estimates are summarized below in Table 3. TABLE 3: TRIP GENERATION ESTIMATES Description Land Use ITE Code Units Daily Weekday AM Peak Weekday PM Peak Total In Out Total In Out Total Office General Office 60,000 SQFT 646 71 12 83 11 59 70 Retail Shopping Center 4,000 SQFT 674 59 154 24 26 Services High-Turnover Restaurant 8,000 SQFT 897 Residential Multifamily Housing Low-Rise 220 120 DU 866 Services Music Venue 10,000 SQFT 650 - Museum 4,000 SQFT 200 95 44 13 0 0 36 44 0 0 80 57 0 0 48 30 44 25 33 32 10 10 50 78 69 65 20 710 820 932 * * Existing Trips -593 -67 -11 -78 -10 -54 -64 Subtotal 3,340 156 140 296 160 128 288 30% TDM Reduction -1,002 -47 -42 -89 -48 -38 -86 Total Trips 2,338 109 98 207 112 90 202 Source: WGI., 2020. Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 2 of 4      PROJECT TRIP DISTRIBUTION AND NTA DIAGRAMS   Access would be provided via one access to Academy Drive across from Ravine Drive and one access to Melissa Lane. It should be noted that the Melissa Lane access will be for residents only; all other patrons of the Project site will enter and exit via the Academy Drive access. Table 4 shows the distribution to each of the two roads during the three time periods for both scenarios. These percentages were derived by calculating the average of AM entering and exiting volumes and PM entering and exiting volumes at the site driveway on Melissa Lane. It should be noted that some residential traffic is anticipated to enter and exit via Academy Drive. This is reflected in the trip distribution shown in Table 4. Attachment 3 provides a general map of the area. Table 5 shows the change in traffic along Melissa Lane by comparing the existing traffic to the addition of the proposed site traffic. To be conservative, all residential traffic has been assumed to be entering and exiting via Melissa Lane in order to depict the highest traffic volume anticipated on Melissa Lane. TABLE 4: TRIP DISTRIBUTION Roadway Trip Distribution by Percent Melissa Avenue Academy Drive TOTAL Source: WGI, 2020. 22% 78% 100% TABLE 5: CHANGE IN TRAFFIC Roadway Existing Traffic (vpd) Proposed New Site Traffic (vpd) Overall Traffic (vpd) Percentage Increase in Traffic Melissa Lane 132 866 998 86.77% Source: WGI, 2020. According to Section 25-6-116 of the Land Development Code, streets which have pavement width between 30 feet and 39 feet are considered to be operating at an undesirable traffic level if the average daily traffic volume for such roadways exceeds 1,800 vehicles per day. Melissa Lane is currently operating at a desirable level and will continue to do so with the addition of the proposed site traffic. Attachments 4A, 4B, and 4C show the existing counts and trip distribution for Academy Drive, Melissa Lane, Le Grande Avenue and Newning Avenue for daily trips and during the AM and PM peak hours. Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 3 of 4      Please contact me at (512) 582-5569 or ravali.kosaraju@WGInc.com with any questions or comments. Sincerely, Ravali Kosaraju, P.E., PTOE Mobility Market Leader Attachments Attachment 1 – Traffic Count Data Attachment 2 – Concept Plan Attachment 3 – Project Area Attachment 4A – NTA Diagram (Daily Trips) Attachment 4B – NTA Diagram (AM Peak Hour) Attachment 4C – NTA Diagram (PM Peak Hour) Letter | Spearhead Properties, LLC | 200 Academy NTA | May 7, 2021 | Page 4 of 4  24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Le Grande Ave west of Hillside Ave SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254402 QC JOB #: DIRECTION: EB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 0 0 0 0 2 4 4 77 3 4 2 5 88 4 2 2 2 3 3 1 0 0 56 100% 100% 9:00 AM 7 2:00 PM 8 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 4 4 77 3 4 2 5 88 4 2 2 2 3 3 1 0 0 56 100% 9:00 AM 7 2:00 PM 8 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 4 4 77 3 4 2 5 88 4 2 2 2 3 3 1 0 0 56 9:00 AM 7 2:00 PM 8 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Le Grande Ave west of Hillside Ave SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254402 QC JOB #: DIRECTION: WB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 1 1 1 1 4 5 6 5 4 77 77 2 3 1 3 3 3 3 0 1 0 0 61 100% 100% 11:00 AM 7 12:00 PM 7 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 1 1 1 1 4 5 6 5 4 77 77 2 3 1 3 3 3 3 0 1 0 0 61 100% 11:00 AM 7 12:00 PM 7 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 1 1 1 1 4 5 6 5 4 77 77 2 3 1 3 3 3 3 0 1 0 0 61 11:00 AM 7 12:00 PM 7 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Newning Ave between Le Grande and Riverside SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254403 QC JOB #: DIRECTION: NB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 3 4 0 0 4 1 9 21 22 3838 30 35 31 4343 37 42 27 27 30 19 19 13 4 3 462 100% 100% 9:00 AM 38 1:00 PM 43 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 3 4 0 0 4 1 9 21 22 3838 30 35 31 4343 37 42 27 27 30 19 19 13 4 3 462 100% 9:00 AM 38 1:00 PM 43 Average Week Average Week Hourly Traffic Hourly Traffic 3 4 0 0 4 1 9 21 22 3838 30 35 31 4343 37 42 27 27 30 19 19 13 4 3 462 9:00 AM 38 1:00 PM 43 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Newning Ave between Le Grande and Riverside SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254403 QC JOB #: DIRECTION: SB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 2 2 3 0 8 3 18 24 21 26 22 2727 32 29 24 26 20 3535 24 26 18 10 6 1 407 100% 100% 11:00 AM 27 5:00 PM 35 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 2 2 3 0 8 3 18 24 21 26 22 2727 32 29 24 26 20 3535 24 26 18 10 6 1 407 100% 11:00 AM 27 5:00 PM 35 Average Week Average Week Hourly Traffic Hourly Traffic 2 2 3 0 8 3 18 24 21 26 22 2727 32 29 24 26 20 3535 24 26 18 10 6 1 407 11:00 AM 27 5:00 PM 35 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Melissa Ave between Le Grande and Bonniview SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254404 QC JOB #: DIRECTION: NB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 0 0 1 0 0 1 1 33 2 2 1 22 0 2 1 0 0 2 1 1 0 0 20 100% 100% 9:00 AM 3 1:00 PM 2 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 0 0 1 0 0 1 1 33 2 2 1 22 0 2 1 0 0 2 1 1 0 0 20 100% 9:00 AM 3 1:00 PM 2 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 0 0 1 0 0 1 1 33 2 2 1 22 0 2 1 0 0 2 1 1 0 0 20 9:00 AM 3 1:00 PM 2 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Melissa Ave between Le Grande and Bonniview SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15254404 QC JOB #: DIRECTION: SB DIRECTION: DATE: Jul 21 2020 - Jul 21 2020 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 21 Jul 20 0 0 0 0 0 0 2 1 2 1 0 66 3 4 2 1 1 0 55 1 4 3 0 0 36 100% 100% 11:00 AM 6 6:00 PM 5 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 1 2 1 0 66 3 4 2 1 1 0 55 1 4 3 0 0 36 100% 11:00 AM 6 6:00 PM 5 Average Week Average Week Hourly Traffic Hourly Traffic 0 0 0 0 0 0 2 1 2 1 0 66 3 4 2 1 1 0 55 1 4 3 0 0 36 11:00 AM 6 6:00 PM 5 Comments: Report generated on 7/22/2020 5:56 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Academy Dr East of Music Ln SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15389801 QC JOB #: DIRECTION: EB DIRECTION: DATE: Mar 23 2021 - Mar 23 2021 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 23 Mar 21 2 0 0 0 2 0 19 22 36 32 31 4747 6060 42 31 31 29 24 25 27 23 12 8 6 509 100% 100% 11:00 AM 47 12:00 PM 60 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 2 0 0 0 2 0 19 22 36 32 31 4747 6060 42 31 31 29 24 25 27 23 12 8 6 509 100% 11:00 AM 47 12:00 PM 60 Average Week Average Week Hourly Traffic Hourly Traffic 2 0 0 0 2 0 19 22 36 32 31 4747 6060 42 31 31 29 24 25 27 23 12 8 6 509 11:00 AM 47 12:00 PM 60 Comments: Report generated on 3/24/2021 11:52 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: Academy Dr East of Music Ln SPECIFIC LOCATION: SPECIFIC LOCATION: CITY/STATE: Austin, TX CITY/STATE: Start Time Start Time MonMon WedWed ThuThu FriFri SatSat SunSun QC JOB #: 15389801 QC JOB #: DIRECTION: WB DIRECTION: DATE: Mar 23 2021 - Mar 23 2021 DATE: Average Week Profile Average Week Profile 12:00 AM 01:00 AM 02:00 AM 03:00 AM 04:00 AM 05:00 AM 06:00 AM 07:00 AM 08:00 AM 09:00 AM 10:00 AM 11:00 AM 12:00 PM 01:00 PM 02:00 PM 03:00 PM 04:00 PM 05:00 PM 06:00 PM 07:00 PM 08:00 PM 09:00 PM 10:00 PM 11:00 PM Day Total Day Total % Weekday Average % Week Average AM Peak Volume PM Peak Volume TueTue 23 Mar 21 2 0 1 0 2 3 5 18 22 29 38 4040 6060 32 40 50 41 35 28 28 21 10 8 9 522 100% 100% 11:00 AM 40 12:00 PM 60 Average Weekday Average Weekday Hourly Traffic Hourly Traffic 2 0 1 0 2 3 5 18 22 29 38 4040 6060 32 40 50 41 35 28 28 21 10 8 9 522 100% 11:00 AM 40 12:00 PM 60 Average Week Average Week Hourly Traffic Hourly Traffic 2 0 1 0 2 3 5 18 22 29 38 4040 6060 32 40 50 41 35 28 28 21 10 8 9 522 11:00 AM 40 12:00 PM 60 Comments: Report generated on 3/24/2021 11:52 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) Attachment 3Project AreaProject SiteAttachment 4ADaily Traffic VolumesEB = 1,198 VPDWB = 1,228 VPDEB = 132 VPD WB = 144 VPDNB = 47 VPD SB = 85 VPDNB = 1,087 VPD SB = 958 VPDProject SiteVPD = Vehicles per DayAttachment 4BAM Peak Hour VolumesEB = 103 VPHWB = 63 VPHEB = 9 VPHWB = 14 VPHNB = 2 VPHSB = 5 VPHNB = 50 VPHSB = 47 VPHProject SiteVPH = Vehicles per HourAttachment 4CPM Peak Hour VolumesEB = 58 VPHWB = 82 VPHEB = 3 VPHWB = 5 VPHNB = 2 VPHSB = 2 VPHNB = 43 VPHSB = 56 VPHProject SiteVPH = Vehicles per Hour