11 C814-92-0006.02 - Seton Medical Center Planned Unit Development Amendment No. 2; District 10.pdf — original pdf

Backup

ZONING CHANGE REVIEW SHEET SITE AREA: 12.21 acres DISTRICT: 10 Planned Unit Development Amendment No. 2 CASE: C814-92-0006.02 – Seton Medical Center ZONING FROM / TO: PUD-NP to PUD-NP, to change conditions of zoning ADDRESS: 1201 West 38th Street PROPERTY OWNER: Seton Medical Center, % Altus Group US Inc. (Scott Herndon) AGENT: Metcalfe Wolff Stuart & Williams, LLP (Michele Rogerson Lynch) CASE MANAGER: Wendy Rhoades (512-974-7719, wendy.rhoades@austintexas.gov) STAFF RECOMMENDATION: The Staff recommendation is to grant an amendment to planned unit development – neighborhood plan (PUD-NP) combining district zoning as shown in the Proposed Zoning Submittal (Attachment A). For a summary of the basis of Staff’s recommendation, see pages 2 and 3. ENVIRONMENTAL COMMISSION ACTION: August 17, 2022: APPROVED AN AMENDMENT TO PUD-NP DISTRICT ZONING AS THE STAFF RECOMMENDED [J. BRISTOL; M. SCHIERA – 2ND] (7-4) A. BARRETT BIXLER, R. BRIMER, R. SCOTT, P. THOMPSON – NAY [J. THOMPSON; R. SCHNEIDER – 2ND] (9-0) S. PRAXIS – ABSENT PLANNING COMMISSION ACTION: September 27, 2022: August 23, 2022: APPROVED A POSTPONEMENT REQUEST BY THE NEIGHBORHOOD TO SEPTEMBER 27, 2022 CITY COUNCIL ACTION: October 27, 2022: September 15, 2022: APPROVED A POSTPONEMENT REQUEST BY STAFF TO OCTOBER 27, 2022. VOTE: 10-0, MAYOR PRO TEM ALTER WAS OFF THE DAIS. ORDINANCE NUMBER: ISSUES: The West 31st Street Creekside Neighborhood Association and the Bryker Woods Neighborhood Association requested postponement until the September 27th Planning 1 of 19411C814-92-0006.02 Page 2 Commission meeting. The Applicant did not object to the postponement request by the Neighborhoods. The Applicant has met with the Rosedale Neighborhood Association and President of Brykerwoods Neighborhood Association, and met with the Brykerwoods Neighborhood board on August 16, 2022. EXHIBITS AND ATTACHMENTS TO THE STAFF REPORT: Exhibits A and A-1: Zoning Map and Aerial Attachment A: Applicant’s Summary Letter Correspondence Received Attachment A-1: Proposed Zoning Submittal Attachment B: Environmental Commission action and support material Attachment C: TIA Compliance document CASE MANAGER COMMENTS: The Seton Medical Center PUD is bounded by West 38th Street on the north, Medical Parkway to the east, West 34th Street to the south, and medical offices that border the property to the west (GO-V-NP). There are retail and service-oriented commercial uses on the north side of West 38th (SF-3; LO; CS-1-V; LR-V; CS-V; GR-V); medical offices and supporting businesses on the east side of Medical Parkway, the south side of East 34th Street and adjacent to the west (CS-NP; CS-V-NP; GO-CO-NP; GO-NP; GO-V-NP; GR-NP. The PUD is designated as Civic land use on the Central West Austin Combined (Windsor Road) Neighborhood Plan approved by Council in September 2010. Please refer to Exhibits A (Zoning Map) and A-1 (Aerial View). The PUD was approved by Council in June 1993 and prescribed development intensity according to a Land Use Plan. The PUD also included the following components: 1) limited floor-to-area ratio to 1.48 : 1; 2) prescribed minimum front yard setbacks of 25 feet except for a minimum street side setback of 10 feet along West 34th Street; 3) required a minimum of 11.9% open space; 4) limited height to 120 feet above ground level within 300-540 feet of SF-5 or more restrictive zoned property; 5) required six off-street loading spaces for a hospital (general) use; 6) waived additional right-of-way dedication on Medical Parkway and West 34th Street; 7) waived sidewalk installation along West 34th Street; and 8) waived the requirement for driveways to align with opposing driveways or have minimum offsets for the West 38th Street driveway, Service Yard drive, and the West 34th Street drive (C814-92- 0006). The first amendment to the PUD was approved administratively in December 2002 and resulted in updating the existing PUD drawings to show the full build-out of the PUD and the landscape concept plan. 2 of 19411C814-92-0006.02 Page 3 The purpose of the second amendment to the PUD is to facilitate the addition of a 358,155 square foot addition of a cardiovascular wing along the West 38th Street frontage and a Women’s and Children’s Tower along the West 34th Street frontage. The existing parking garage on the subject property is proposed to be demolished and then rebuilt on the adjacent property to the west which is under the same ownership. Specifically, the proposed PUD amendment consists of the following components: - - Increase the floor-to-area ratio from 1.48 : 1 to 1.9 to : 1 Increase the building coverage from 272,388 square feet (51.2%) to 334,830 square feet (62.95%) Increase the building square footage from 786,600 square feet to 1,144,755 square feet (resulting from the 358,155 square foot expansion) Increase the impervious cover from 79.16 percent to 79.62 percent - - Add water quality controls where none currently exist - Following input from the City arborist, the tree relocation component of the PUD is being reviewed under an administrative site plan on the adjacent property to the west. The site plan proposes relocation of the existing garage on the main hospital / east campus and also an underground parking garage along West 38th Street (SP-2022-0059C – Ascension Seton Medical Center - 34th Street and 38th Street Garages). Please refer to Applicant’s Summary Letter and Proposed Zoning Submittal (Attachment A). Below is a description of the proposed superiority items associated with the PUD amendment through PUD notes: - New buildings will achieve a LEED silver rating - Redevelopment will exceed minimum landscaping requirements - All trees will be sourced from Central Texas native seed stock - New buildings will enhance City of Austin Dark Sky regulations - Building design will reduce bird / building collisions by utilizing glass with a reflectivity of 15 percent or less - An Integrated Pest Management (IPM) Plan will be provided at the time of site plan application - The Project will provide onsite water reuse system that will collect condensate and rainwater collection to offset cooling tower potable water demand and irrigation 1. BASIS OF STAFF RECOMMENDATION: The proposed zoning should be consistent with the purpose statement of the district sought. Per the Land Development Code, PUD district zoning was established to implement goals of preserving the natural environment, encouraging high quality, sustainable development and innovative design, and ensuring adequate public facilities and services. The City Council intends PUD district zoning to produce development that achieves these goals to a greater degree than and thus is superior to development which 3 of 19411C814-92-0006.02 Page 4 could occur under conventional zoning and subdivision regulations. The PUD provides a canvas for the design of a large scale project, with the end goal to allow flexibility, and also inform and communicate the possibilities for development. Additional effort is required by all parties to ensure that development standards are clear and municipal and citizen needs are addressed. The PUD ordinance and related exhibits are key because once approved, they provide the regulations under which the project will be built, which provides certainty for developers and their agents. The neighborhood plan (NP) district denotes a tract located within the boundaries of an adopted Neighborhood Plan. 2. Zoning should promote the policy of locating retail and more intensive zoning near the intersections of arterial roadways or at the intersections of arterials and major collectors. Staff recommends the Applicant’s request because the PUD is bounded by existing arterial and collector roadways on three sides and is an integral part of an area that is distinguished by a wide range of hospital services, medical offices, and supporting services. The proposed PUD amendment will increase the square footage of the facility and modernize it so that hospital and medical services continue to be provided to the Austin area at a regional scale. EXISTING ZONING AND LAND USES: Site North ZONING PUD-NP SF-3; LO; CS-1-V; LR-V; CS-V; GR-V South CS-NP; GO-CO-NP; East GO-NP; GO-V-NP CS-NP; CS-V-NP West GO-V-NP; GR-NP LAND USES Hospital services (general) and parking garage Restaurant (limited); Retail (convenience); Medical office; Personal improvement services; Financial services; Personal services with surface parking; Single family residences – detached and attached Medical offices with surface parking; Retail sales (convenience) Medical offices with surface and structured parking; Restaurant (limited); Medical supplies Medical offices with surface parking (under the same ownership as the subject site) NEIGHBORHOOD PLAN AREA: Central West Austin Combined (Windsor Road) TIA: Please refer to Compliance Memo (Attachment C) WATERSHED: Shoal Creek – Urban CAPITOL VIEW CORRIDOR: No SCHOOLS: Bryker Woods Elementary School O Henry Middle School SCENIC ROADWAY: No Austin High School 4 of 19411C814-92-0006.02 Page 5 1144 – West 31st Street Creekside Neighborhood Association 66 – Rosedale Neighborhood Association 283 – North Austin Neighborhood Alliance 742 – Austin Independent School District COMMUNITY REGISTRY LIST: 33 – Heritage Neighborhood Association 88 – West Austin Neighborhood Group 511 – Austin Neighborhoods Council 754 – CANPAC 1194 – 45th St. Concerned Citizens 1301 – Central West Austin Combined Neighborhood Plan Contact Team 1391 – Central Austin Community Development Corporation 1424 – Preservation Austin 1363 – SEL Texas 1510 – My Guadalupe 1497 – Shoal Creek Conservancy 1530 – Friends of Austin Neighborhoods 1550 – Homeless Neighborhood Association 1616 – Neighborhood Empowerment Foundation 1774 – Austin Lost and Found Pets AREA CASE HISTORIES: 1532 – Bull Creek Road Coalition 1609 – Friends of Heritage 1228 – Sierra Group, Austin Regional Group CITY COUNCIL Apvd (12-13-2007). REQUEST Apply -V to 21 tracts on 27.46 acres COMMISSION To Grant excluding VMU for Tracts 1-6; To Grant VMU related standards to Tracts 7- 21 and 60% MFI for 10% of rental units in a VMU building Apply -V to 28 tracts on 32.8 acres To Grant VMU with conditions Apvd -V to include and exclude tracts, with conditions (4-10-2008). NUMBER C14-2008-0003 – Windsor Road Vertical Mixed Use (VMU) Rezonings – W 35th St (north); N Lamar Blvd (east); Enfield Rd (south); N Mopac Expy (west) C14-2008-0004 – Rosedale Vertical Mixed Use (VMU) Rezonings – Burnet Rd and 45th St (east), W 35th and W 38th Sts (south), N MoPac Expy (west), Hancock Dr and North Loop Dr (north) RELATED CASES: The property is platted as Lot 1, Seton Medical Center Addition No. 2, a subdivision recorded in October 1980 (C8S-80-095) and Lots 8, 9, 17 and 18, Glen Ridge Addition. 5 of 19411C814-92-0006.02 Page 6 The subject property is within the boundaries of the Central West Austin Combined (Windsor Road) Neighborhood Planning Area and is designated as Civic land use on the adopted Future Land Use Map (NP-2010-0027). The –NP combining district was appended to the existing base district on September 23, 2010 (C14-2010-0051 – Ordinance No. 20100923-103). EXISTING STREET CHARACTERISTICS: Name Existing Pavement Sidewalks Bicycle Route ASMP Classification Existing ROW (feet) ASMP Required ROW (feet) 104 W 38th Street (northwestern segment) W 38th Street (southeastern segment) W 34th Street Medical Parkway Bailey Lane Level 3 Level 3 Level 2 Level 2 Level 1 94 78 60 61 45 Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No Yes Yes Yes 94 64 80 58 Capital Metro (within ¼ mile) Yes Note: West 38th Street is broken up into two sections. The dividing line for these segments is the intersection of Tonkawa Trail. ADDITIONAL STAFF COMMENTS: Inclusive Planning Proposed Area and Use: 12.21 acres. Proposing to amend a previously approved PUD to allow for building expansion. Allow for the addition of 358,155 square foot for an expansion of a Women’s Tower and a cardiovascular wing. Existing FAR is 1.48:1 and the proposed FAR is 1.9:1. The currently allowed building coverage is 272,388 square feet (51.2%). The proposed building square footage is 334,830 square feet (62.95%). The currently allowed building square footage is 786,600 square feet. The total proposed building square footage with the 358,155 square foot expansion is 1,144,755 square feet. The currently allowed impervious cover is 421,074 square feet (79.16%). The proposed impervious cover is 423,513 square feet (79.62%). Open Space: The current percentage of open space is 11.9%. The proposed percentage of open space is 4%. Remove trees, demolish parking garage. 6 of 19411C814-92-0006.02 Page 7 Yes Y Imagine Austin Decision Guidelines Compact and Connected Measures Imagine Austin Growth Concept Map: Located close to, within or adjacent to an Imagine Austin Activity Center, Imagine Austin Activity Corridor, or Imagine Austin Job Center as identified on the Growth Concept Map. Name(s) of Activity Center/Activity Corridor/Job Center: 38th STREET ACTIVITY CORRIDOR Y Mobility and Public Transit: Located within 0.25 miles of public transit stop and/or light rail station. Y Mobility and Bike/Ped Access: Adjoins a public sidewalk, shared path, and/or bike lane. Y Connectivity, Good and Services, Employment: Provides or is located within 0.50 miles to goods and services, and/or employment center. Y Connectivity and Food Access: Provides or is located within 0.50 miles of a grocery Connectivity and Education: Is located within 0.50 miles from a public school or store/farmers market. university. Y Connectivity and Healthy Living: Provides or is located within 0.50 miles from a recreational area, park and/or walking trail. Y Connectivity and Health: Provides or is located within 0.50 miles of health facility (ex: hospital, urgent care, doctor’s office, drugstore clinic, specialized outpatient care.) Housing Affordability: Provides a minimum of 10% of units for workforce housing (80% MFI or less) and/or fee in lieu for affordable house. Housing Choice: Expands the number of units and housing choice that suits a variety of household sizes, incomes, and lifestyle needs of a diverse population (ex: apartments, triplex, granny flat, live/work units, cottage homes, and townhomes) in support of Imagine Austin and the Strategic Housing Blueprint. Mixed Use: Provides mixed use development (minimum 10% residential and 10% non- residential floor area). Culture and Creative Economy: Provides or is located within 0.50 miles of a cultural resource (ex: library, theater, museum, cultural center). 7 Total Number of “Yes’s” Imagine Austin Priority Program Bonus Features (Extra Points) Y Small Area Plan Policies: Supports applicable Small Area Plans, including the Future Land Use Map, goals, objectives, actions and text. List three small area plan policies that relate to this project. Name of Small Area Plan: Central West Austin Combined NP (Windsor Road). FLUM: CIVIC Culture and Historic Preservation: Preserves or enhances a historically and/or culturally significant site. Culture and Creative Economy: Expands Austin’s creative economy (ex: live music venue, art studio, film, digital, theater.) Y Workforce Development, the Economy and Education: Expands the economic base by creating permanent jobs, especially an industry that is currently not represented in particular area or that promotes a new technology. Y Workforce Development, the Economy and Education: Promotes educational opportunities or workforce development training. 7 of 19411C814-92-0006.02 Page 8 10 Total Number of “Yes’s” Above and Under Bonus Features Applicable Central West Austin Combined Small Area Plan Policies: (TEXT) WINDSOR ROAD NEIGHBORHOOD PLANNING AREA Bryker Woods/W. 31st Street. Neighborhood edge: The most intensive part of the planning area is the medical district located between West 38th and 31st Street between Lamar Boulevard and Shoal Creek. Seton Medical Center, Bailey Square, Medical Park Tower, and Shoal Creek Hospital are the major medical institutions that have also attracted smaller medical offices and commercial to this district. Seton Hospital is considered by many to be one of the top medical facilities in the region. This area, in combination with St. David’s Heart Hospital and Central Market across Lamar Boulevard and the commercial district on the north side of West 38th/35th Street, functions as a major hub and employee base. (p. 37) (TEXT) Land Use Goal Statement: Development of property as office, commercial, retail, multifamily, or civic uses should be in accordance with the Future Land Use Map, as informed by the Plan text, and should be appropriately oriented, scaled and buffered to protect the existing single-family homes from any intrusion and adverse effects from higher intensity uses. (p. 41) Drainage Demonstration of compliance with Land Development Code (LDC) 25-7-61 and Drainage Criteria Manual (DCM) 1.2.2 regarding no adverse flooding impact and no increase in point discharge from the subject site must be demonstrated with subsequent development applications. Demonstration of no adverse flooding impact must utilize current drainage criteria including Atlas 14 rainfall data. This will be confirmed with subsequent development applications. Water Quality Demonstration of compliance with Land Development Code (LDC) 25-8-211 and Environmental Criteria Manual (ECM) 1.9.2 regarding water quality requirements for the subject site must be demonstrated with subsequent development applications. Environmental Office – Watershed Protection Department Please refer to Attachment B Environmental Review – Development Services Department Please refer to Attachment B 8 of 19411C814-92-0006.02 Page 9 Fire Review No comments; Approved. PARD – Planning & Design Review There are no parkland dedication requirements currently associated with hospital uses. Site Plan No site plan comments regarding the PUD revision. Site plan comments will be provided with site plan submittal. Austin Transportation Department – Engineering Review Please refer to Attachment C – TIA Compliance Memo Austin Water Utility Please refer to Attachment B 9 of 19411SF-3 ( CS ( ( ( ( ( MF-3 MF-3 7 0 2-1 7 ( R E EID S E S AV 6 2 2-1 7 MF-2 00-2224 ( ( ( SF-3 ( ( ( ( ( ( ( ( S. T P A E N AV ( ( ( ( SF-3 ( ( ( ( SF-3 ( ( X LE P U D ( N WIS L G KIN R PA 69-0 5 7 E L ( ( APTS. ( MF-2 ( SF-3 APTS. MF-4 86-037 O S R E T E P ( ( ( ( ( ( ( ( 72-17 N Y L E AIL B ( ( ( ( ( 72-48 74-168 73-113 MF-3 74-168 ( 4 1-7 6 70-113 ( ( ( ( ( SF-3 ( ( ( ( ( ( ( ( ( SF-3 ( ( ( ( L R T A W A K N O T P 72-97 GO OFFC. BLDG. P O LD W AIL T E R E S T 38T H S T ( AIL T E R ( LR ( GR-V C14-2008-0004 GR 77-111 CS-1-V C14-2008-0004 GR-V LR C R D A E V D A R O F W A R C BEAUTY\SALON P W 3 5 T H S T C T O F GR-V-NP C14-2008-0003 GR-V-NP C 03 4 P-02-0 S 96-0069 E V S A L MIL MF-4-CO C14-00-2224 00-2224 87-082 S H O A L C R E E K B L V D P-NP L PITA S O N H TIO BILITA A H E R ( GR-MU-CO-NP ( C14-96-0069 LINIC ( C14-2008-0003 9 6-6 9 C ( 4 6 LO-NP 65-36 87-1 MF-3-NP ( W 3 5 T H S T ( LR-NP 8 9 6-0 E 8 V S A LR-CO-NP MIL L SF-3-NP ( 9 70-1 9 3 1 6-0 0 0 6 - 0 1 3 9 MF-2-NP C14-06-0139 C14-06-0020 GO-CO-NP GO-CO-NP P-NP SCHOOL GO-V-NP P83-002 CP73-38 ! ! ! ! SF-3-NP MEDICAL OFFICES/FACILITIES ! SF-3 A P A R T M E MF-4 N T S 70-163 LO GR ( 77-167 5 69-7 CS OFF. 83-27 ( ( 83-227 W 40TH ST H83-019 ( ( AIR P E R ( SF-3 ( SF-3-H 9 3-1 8 H 5 5 S H O P PIN G CS ( ( ( 84-1 ( ( 80-150 ( LO W 39T H H A LF S T SF-3 84-010 84-192 ( LO 75-97 O S FF. U P PLY O FF. CS C R E D LV N B O H AT R A M Y CS AIR S H C O P LR OIL CS LR LO O FF. E Q UIP. CS-V C14-2008-0004 C14-97-0004 ( C14-2018-0044 LR-CO ( W 41S U DIT D A Y C A R E T S T N E O NIO FFIC ( AIL N JE W C A R P ET EL E R S SP-06-0625D H O P C14-2008-0004 CS-V 2008-0004 FAST FOOD O S E FFIC P-06-0624 W 40T C H S T 05-0080 73-94 ( C14-2007-0074 C14-2009-0146 C14-05-0080 CS-MU-CO OFFC. LR C14-2008-0004 CS-V ( ( SF-3 ( ( C14-2017-0152 SH O P PIN G C W 39T ENTE R H ST GR D AY C A R E E Q M EDI. UIP. LR SP84-124 FFIC O E LO LO-V 76-40 GR-V C14-2008-0004 74-96 LO CS-1-V 87-147 CP74-53 O FFIC E GR CLINIC O FFIC E CS-V C14-2008-0004 O FFIC E SH R ETAIL O P ! ! ! ! ! LR-V O FFIC E 72-206 GR-V C14-2008-0004 CS-V ! ! ! ! ! R O FFIC ESTR. E S P H O A R M FFIC E A C Y C14-2008-0004 CS-V 83-153 G PIN P O H S 87-150 85-302 2008-0004 C14-2008-0004 D LV R B A M A N L CS-V S H O P PIN G C E N TE R ! ! ! ! ! ! ! G KIN R PA A. T S S A G C14-2008-0003 CS-V-NP W 38T H S T K N A B G KIN R A P RETAIL STRIP PUD SP91-0228C 87-082 C14-2008-0003 GO-V-NP ! ! SETON HOSPITAL COMPLEX SP97-0165C C814-88-0002 P-NP SP-02-0189D 87-082 UNDEV 81-75 ( W 34T SP-04-1004C GO-NP 81-53 ( H ST S E FIC F O 83-36 ( GR-NP O FFIC E S CS-NP PA R KIN G GO-CO-NP CS-1-NP N Y L E AIL B D V L B K E E R C L A O H S MF-4-NP ( 67-76 81-53 SP92-313C SP92-313C P-NP P RIVAT E S C H O OL SF-3-NP P81-80 ( ( W 31S T S T ( SF-3-NP ( 85-012 SF-3-H-NP C14H-78-016 V E D N U ( ( ( ( ( ( ( B E L M O N T P K W Y ( SF-3-NP ( ( ( ( ( ( SF-3-NP T CIR ( C14H-2021-0144 SF-3-H-NP ( N O M L E B ( ( ( ( ! ! ! ! ! ! ! ! SP94-204C ! 61-36 ! ! H ELIP O RT ! ! PA R KIN G PUD-NP SP-02-0122D SP07-0057C P80-33 C814-92-0006 ! ! ! CS-NP E K A R B CS-V-NP W 37T H S T ! ! G KIN R PA CS-NP ! ! ! CS-V-CO-NP 04 -0 0 21 C14-2007-0262 76-90 O FFIC E CS-V-NP S STATIO E R VIC N E C14-2007-0262 CS-V-CO-NP W 37T PA R KIN G H S T D RIV E-IN\B A N K GR-V-NP SP-02-0422C REST. P87-026 AIL T E R M E DIC AL O S P-99-0282 C F FIC E S GO-NP SP-99-0282C SP-97-0490CS W 33R D S T BAILEY PARK 87-082 70-224 Y W K L P A DIC E M 9 4 3-1 9 GO-MU-V-NP C 1 5 4-1 9 P S D S T W 32N 70-244 E H AV ( 92-87 S A B A W ( GR-CO-NP GO-NP GO-V-NP C14-2014-0148 LO-MU-CO-NP SF-3-NP ( LO-NP ! ! ! H H EALT CLINIC !! !! ! CS-NP ! ! PA R KIN G CS-NP ! G KIN ! R PA ! Y W K L P A DIC E M CS-V-NP SP-03-0202C W 35T H S T C14-2008-0003 CS-V-NP R EST./PA 78-55 R KIN G ( C14-2007-0262 CS-V-CO-NP ( ( 74-26 ( 68-100 SF-3-H-CO-NP E V T A S E W ( SF-3-CO-NP C14-2008-0003 CS-V-NP R O LT A E R B A L CS-NP CS-1-V-NP R E T 39 7-0 Z8 R E VIC R E S C. F F D O Y R E L RIN L A A P G CS-V-NP ( GR-MU-CO-NP GR-V-CO-NP 04 -0 0 21 P-NP A P T S. S. T P A 87-030R ( S C P-05-1397C SF-3-CO-NP ( CSW87-35 C14-2007-0262 04 -0 0 21 87-178 LO-MU-NP SF-3-CO-NP 75-090 ( ( 79-35 ( ( LO-NP 81-204 ( 04 -0 0 21 ( O FFIC E SP85-156 C14-04-0021 ( 75-106P ( ( 68-63 ( LO-CO-NP ( ( SF-3-CO-NP ( ( ( ( ( W 35T ( ( H ST ( ( SF-3-CO-NP 6 61-7 SP-01-0357C PARKING GO-V-NP 3 0 8-00 0 20 C14-2008-0003 CS-V-NP 81-53 CS-V-CO-NP CS-CO-NP S P94-0019 C S LO-NP CS-1-CO-NP C14-2007-0262 C 19 4 ( P-06-0 S CS-CO-NP MF-2-NP 63-118 LO-NP OFFICE OFFICE LO-NP ( 74-172 ( LO-CO-NP ( 74-79 04 -0 0 21 6 60-7 D O CTO RS OFFC. LO-NP ( ( SF-3-CO-NP ( ( ( ( T G S KIN ( CS-CO-NP 95-0081 ( APTS. ( APTS. ( 32 6-0 8 P S ( FU N ER AL\H O M E 83-002 FL O RIS T P A R 04 -0 0 21 KIN G S P-02-0373 04 -0 0 21 T C W S VIE SF-3-CO-NP ( ( D MF-1-CO-NP N MF-2-CO-NP A R G T. P ( A ( W 32N LO-CO-NP E V T A S E W ( SF-3-CO-NP ( CS-CO-NP E C14-2007-0262 V N A E W O ( ( ( ( SF-3-CO-NP ( MF-2-CO-NP SF-3-CO-NP ( SF-3-H-CO-NP C14-2008-0003 CS-V-NP 77-94 PLA 77-34 NT S H O P ( D S T SF-3-CO-NP LO-NP F F C 65-89 LA W\O ( 84-167 ! 75-13 ! !! 04 -0 0 21 N ! S L G KIN SF-3-CO-NP ( ( MF-2-CO-NP ( 81-112 ( SF-3-CO-NP 04-0021 W 33R D ST ( ( ( SF-3-CO-NP SF-3-CO-NP MF-3-CO-NP 75-115 ( ( ( SF-3-CO-NP 66-193 SF-3-CO-NP ( 6 ( 0 69-3 ( SF-3-CO-NP 04-0021 SF-3-CO-H-NP ( ( SF-3-CO-NP ( SF-3-CO-NP ( MF-1-CO-NP MF-1-CO-NP ( C. FF O C. F F O LO-NP GO-NP NO-MU-NP CS-V-NP C14-2008-0003 GR-V-NP CS-CO-NP LR-CO-NP C14-2007-0262 SF-3 ( ( SF-3 T N S O S R E F F JE LR S P - 0 2 - 0 3 GR 9 0 C CS GR LR 73-164 67-44 LR N Y L E B R E K CS Y LT A E R C14-2008-0004 C BAN K 4 2 2 8-0 P-9 N Y L S E B R E K ( ( SF-3-NP ( ( ( ( ( SF-3-NP W 32N ( D ST ( ( ( ( ( ( ( ( ( ( ( H S T W 30T ( ( SF-3-NP E T AV ( ( S R U H K A O ( ( ± SUBJECT TRACT ! ! ! ! ! ! PENDING CASE ZONING BOUNDARY PLANNED UNIT DEVELOPMENT ZONING CASE#: C814-92-0006.02 Exhibit A This product is for informational purposes and may not have been prepared for or be suitable for legal, engineering, or surveying purposes. It does not represent an on-the-ground survey and represents only the approximate relative location of property boundaries. 1 " = 400 ' This product has been produced by the Housing and Planning Department for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or 10 of 19411L PITA S O N H TIO BILITA A H E R C14-2008-0003 P83-002 CP73-38 P-NP C14-00-2224 MF-4-CO ( SF-3 ( ( SH OPPIN ( ( SF-3 L R T A W A K N O T ( SF-3 N L Y E L I A B ( LO LO-V GR-V O FFIC E C14-2008-0004 74-96 LO CS-1-V 87-147 CP74-53 C14-2017-0152 G CENTER W 39TH ST 76-40 SF-3 GR E MEDI. UIP. Q LR LR-V ! ! W 38TH ST ! ! ! ! ! ! ! ! ! ! GR O FFIC E Y W K L P A DIC E M OFFICES RESTR. OFFICE A R M A C Y 83-153 P H C14-2008-0004 CS-V C14-2008-0004 CS-V TA. S S A G G KIN R PA C14-2008-0003 CS-V-NP GR-V C14-2008-0004 CS-V ! ! ! ! ! ! ! ! CS-V-NP C14-2007-0262 W 37T H S T S E R STATIO VIC E N C14-2007-0262 REST. 04-00 21 P-NP 78-55 C14-04-0021 ( ( APTS. ( 68-100 ( LO-NP ( ( D LV R B A M A N L REST./PA R KIN G C14-2007-0262 CS-V-CO-NP ( E VIC R E S 39 7-0 8 Z R ( SF-3-NP MEDICAL ! OFFICES/FACILITIES ! GO-V-NP C14-2008-0003 ! ! 87-082 SETON HOSPITAL COMPLEX ! ! ! ! ! ! ! ! PUD-NP J25 SP-02-0122D SP07-0057C C814-92-0006.02 ! ! CS-NP C814-92-0006 ! ! ! ! SP94-204C GR-NP SP-04-1004C W 34TH ST S E FIC F O GO-NP ! 61-36 ! 72-186 ! H ELIP O RT ! ! PA R KIN G ! ! ! CS-NP CS-V-NP CS-V-NP SP-03-0202C 83-36 CS-NP ( PA R KIN G GO-CO-NP UNDEV 81-75 CS-1-NP N Y L E AIL B ! ! PA R KIN G ! ! H E ALTH ! CLINIC !! !! G KIN ! R PA ! ! CS-NP W 35T H ST C14-2008-0003 CS-V-NP CS-NP AIL T E R S P-99-0282 GO-NP SP-99-0282C C Y W K L P A DIC E M TAL N E D C14-2008-0003 CS-V-NP CS-1-V-NP MF-4-NP SP-97-0490CS CS-NP 67-76 P-NP W 33R D S T BAILEY PARK GO-V-NP C14-2008-0003 CS-V-NP CS-V-CO-NP C14-2007-0262 ( ± 1 " = 200 ' Seton Medical Center PUD Amendment No. 2 Exhibit A - 1 SUBJECT TRACT ZONING BOUNDARY ! ! ! ! ! ! PENDING CASE CREEK BUFFER ZONING CASE#: LOCATION: SUBJECT AREA: GRID: MANAGER: C814-92-0006.02 1201 West 38th St 12.21 Acres J25 Wendy Rhoades This product has been produced by the Housing and Planning Department for the sole purpose of geographic reference. No warranty is made by the City of Austin regarding specific accuracy or completeness. Created: 5/11/2022 11 of 19411MICHELE ROGERSON LYNCH Director of Land Use & Entitlements 512-404-2251 April 15, 2022 Online Submittal Jerry Rusthoven Planning & Development Review Department 1000 East 11th Street Austin, Texas 78702 Re: Seton Medical Center Planned Unit Development Amendment No. 2 Application 12.21 acres located at 1201 West 38th Street (“Property”) Dear Mr. Rusthoven, As representatives of the owners of the above stated Property we respectfully submit this Planned Unit Development (PUD) Development Amendment application (“the 2nd Amendment”) for the Seton Medical Center PUD (C814-92-0006). The purpose of the 2nd Amendment is to allow for the addition of 358,155 square foot for an expansion of a Womens Tower and a cardiovascular wing. The proposed building addition is considered a substantial amendment described under LDC § 3.1.2 as site development regulations are being modified and is therefore subject to City Council approval. The following outlines the major components of the 2nd Amendment: Floor to Area Ratio The currently allowed FAR is 1.48:1 and the proposed FAR is 1.9:1. Building Coverage The currently allowed building coverage is 272,388 square feet (51.2%). The proposed building square footage is 334,830 square feet (62.95%). Building Square Footage The currently allowed building square footage is 786,600 square feet. The total proposed building square footage with the 358,155 square foot expansion is 1,144,755 square feet. Impervious Cover The currently allowed impervious cover is 421,074 square feet (79.16%). The proposed impervious cover is 423,513 square feet (79.62%). 12 of 19411Jerry Rusthoven April 15, 2022 Page 2 Open Space The current percentage of open space is 11.9%. The proposed percentage of open space is 4%. Drainage/Detention/Water Quality Two detention ponds exist on the Property today. The pond along Medical Parkway will be reconfigured in roughly the same location. There are no water quality controls on the Property today, however water quality in the form of an underground vault and rain gardens is proposed. Trees The Property has many Protected and Heritage Trees that will be preserved. A 25” Pecan located along 38th Street is proposed for removal. This tree has been assessed by a certified arborist as being in poor health and condition. Three other trees (29” Pecan, 25” Live Oak, 24” Pecan) are proposed to be relocated onsite. Transportation and Parking A Traffic Impact Analysis (TIA) was approved with the PUD in 1992 and was updated with the 1st amendment in 2002. After talking with the Austin Transportation Department, updated traffic counts were conducted at certain intersections. A TIA Compliance Memorandum was prepared and is included with the submittal. The updated study indicates the expansion will not materially impact the operation of the intersections studied and therefore no improvements are proposed. Part of the redevelopment includes the demolition of the existing parking garage. A new parking garage will be constructed off-site on the adjacent Medical Tower property to the west, which is under the same ownership. The new parking garage will serve both parking for the Property as well as the Medical Tower property. A site plan for the parking garage construction is currently in review at the City of Austin. If you have any questions about the proposed 2nd Amendment or need additional information, please do not hesitate to contact me at your convenience. Very truly yours, Michele Rogerson Lynch cc: Scott Herndon, Ascension Seton Dan Vickers, Medxcel 13 of 19411MICHELE ROGERSON LYNCH Director of Land Use & Entitlements 512-404-2251 August 18, 2022 Online Submittal Jerry Rusthoven Planning & Development Review Department 1000 East 11th Street Austin, Texas 78702 Re: Seton Medical Center Planned Unit Development Amendment No. 2 Application - Updated 12.21 acres located at 1201 West 38th Street (“Property”) Dear Mr. Rusthoven, Upon further review of the proposed amendment and project, a modification to open space is no longer needed. Therefore, we are officially requesting to remove any modification to open space with this application. If you have any questions about the proposed 2nd Amendment or need additional information, please do not hesitate to contact me at your convenience. Very truly yours, Michele Rogerson Lynch 14 of 19411August 19, 2022 Re: Opposition to Rezoning Request & Request for Postponement C814-92-0006.02 - 1201 W. 38th Street Dear Planning Commissioners, On behalf of the West 31st Street Creekside Neighborhood Association, we are requesting postponement of the above-referenced rezoning request. We are requesting a postponement until the September 27th meeting of the Planning Commission to provide the applicant sufficient time to provide the City and the impacted neighborhoods an adequate traffic impact analysis. Earlier this week, we received a copy of a letter by which the applicant intends to “show compliance with” a TIA approved in 1992. Under the applicant’s figures, the proposed expansion of the facility would increase trips per day by 5,364 over what was previously approved, an increase of approximately 33% of the total trips generated from the facility. Additionally, the proposed PUD amendment significantly alters the configuration of the buildings, including ingress and egress onto the local roadways. The applicant’s data shows that some roadways will increase up to 10%, while also completely omitting the impact that the new configuration and expansion will have on West 34th and West 31st Streets. The applicant’s analysis demonstrates the need for a new TIA. Conditions in the area have changed substantially since 1992; that point should be well understood. As the city and the area has grown, this area of Austin has become increasingly more congested, with failing intersections and non-stop traffic. At the same time, the City of Austin has prioritized the improvement of its bicycle and pedestrian networks. This neighborhood serves as a critical link for bicycle commuters making their way across Central Austin, as well as recreational users of the Shoal Creek Trail. Planned Unit Developments are about superiority. This PUD presents an opportunity to help address known gaps in the bicycle and pedestrian network. Given the substantial impact this expansion will have on the overall traffic in this area, we believe the most important metric for superiority on this project should be how it helps address the deficiencies in the area’s bicycle and pedestrian network. The City, our adjacent neighborhoods, and bicycling and trail advocates have been engaged in several years of discussions for how to best address bicycle and pedestrian safety in this area. While we understand that the applicant does not want to be dragged into these discussions, the traffic generated from this project will be part of the mix of users, and proper planning and coordination should occur to ensure that we are improving conditions overall. Thank you for the consideration of our postponement request. Best regards, Robert “Bobby” Levinski Attorney, Levinski Law, PLLC 512-636-7649 (mobile) 248 Camaro Way, San Marcos, TX 78666 15 of 19411ENVIRONMENTAL COMMISSION MOTION 20220817-004 Date: August 17, 2022 RATIONALE: Subject: Seton Medical Center Planned Unit Development Amendment No. 2, C814-92-0006.02 Motion by: Jennifer Bristol Seconded by: Melinda Schiera WHEREAS, the Environmental Commission recognizes the applicant is requesting an amendment to planned unit development – neighborhood plan (PUD-NP) combining district zoning as shown in the Proposed Zoning Submittal. The requested modifications will increase impervious cover from 421,074 square feet (79.16%) to 423,513 square feet (79.62%) and add water quality controls where none currently exist. WHEREAS, the Environmental Commission recognizes that the Staff recommendation is to grant an amendment to the planned unit development – neighborhood plan (PUD-NP) combining district zoning as shown in the Proposed Zoning Submittal with conditions. THEREFORE, the Environmental Commission recommends the PUD amendment with the following conditions: Staff Conditions: 1. This project complies with the following Tier 1 superiority items: a. Provide a LEED Silver Rating b. Exceed the minimum landscaping requirements of the City Code as noted on the PUD exhibits 2. The project complies with the following Tier 2 superiority items: a. Addition of water quality controls b. Tree plantings use Central Texas native seed stock and are installed with adequate soil volume. As clarified in the meeting, this means container-sized trees will be planted. c. Enhanced City of Austin Dark Sky regulations as noted on the PUD exhibit d. Require building design that will reduce the potential for bird/building collisions as noted on the PUD exhibit e. The project will provide an Integrated Pest Management System 3. The project commits to collect and beneficially use both rainwater and condensate for cooling water demand. Attachment B 1 16 of 19411VOTE 7-4 Approved By: For: Qureshi, Schiera, Nickells, Bristol, Ramberg, Aguirre, and Bedford Against: Scott, Thompson, Barrett Bixler, and Brimer Abstain: None Recuse: None Absent: None Kevin Ramberg, Environmental Commission Chair 2 17 of 19411Seton Medical Center PUD 1201 West 38 th Street C814- 92- 0006.02 (PUD Amendment) Leslie Lilly Environmental Program Coordinator Watershed Protection C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 18 of 19411Seton Planned Unit Development • A p p r o v e d b y c o u n c i l i n 1 9 9 3 f o r t h e d e v e l o p m e n t o f t h e S e t o n M e d i c a l C e n t e r a n d a s s o c i a t e d i m p r o v e m e n t s . • T h e a p p l i c a n t i s r e q u e s t i n g a P U D A m e n d m e n t f o r t h e p u r p o s e o f m o d i f y i n g t h e s i t e d e v e l o p m e n t r e g u l a t i o n s t o c o n s t r u c t a Wo m e n’ s H e a l t h To w e r a n d c a r d i o v a s c u l a r w i n g . C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 19 of 19411C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 20 of 19411Site Conditions • 12.21 acres • Located in Full Purpose Jurisdiction • In the Shoal Creek Watershed • Classified as Urban Watershed C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 21 of 19411Environmental Features • No CEFs within 150’ of site • No CWQZ on site • Current IC 79.16% • No water quality controls currently on site C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 22 of 19411C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 23 of 19411C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 24 of 19411Requested Development Modifications I n c r e a s e I m p e r v i o u s C o v e r f r o m 4 2 1 , 0 7 4 s f ( 7 9 . 1 6 % ) t o 4 2 3 , 5 1 3 s f ( 7 9 . 6 2 % ) 1 . 2 . 3 . R e d u c e O p e n S p a c e f r o m 1 1 . 9 % t o 4 % A d d w a t e r q u a l i t y c o n t r o l s w h e r e n o n e c u r r e n t l y e x i s t C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 25 of 19411Proposed Environmental Superiority 1 . N e w b u i l d i n g s w i l l a c h i e v e a L E E D s i l v e r r a t i n g 2 . T h e r e d e v e l o p m e n t w i l l e x c e e d m i n i m u m l a n d s c a p i n g r e q u i r e m e n t s 3 . A l l t r e e s w i l l b e s o u r c e d f r o m C e n t r a l T e x a s n a t i v e s e e d s t o c k 4 . N e w b u i l d i n g s w i l l e n h a n c e C O A d a r k s k y r e g u l a t i o n s 5 . B u i l d i n g d e s i g n w i l l r e d u c e b i r d / b u i l d i n g c o l l i s i o n s b y u t i l i z i n g g l a s s w i t h a r e f l e c t i v i t y o f 1 5 % o r l e s s 6 . A n I n t e g r a t e d P e s t M a n a g e m e n t p l a n w i l l b e p r o v i d e d C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 26 of 19411Additional Environmental Items 1 . T h e p r o j e c t w i l l p r o v i d e o n s i t e w a t e r r e u s e s y s t e m t h a t w i l l c o l l e c t c o n d e n s a t e a n d r a i n w a t e r c o l l e c t i o n t o o f f s e t c o o l i n g t o w e r p o t a b l e w a t e r d e m a n d a n d i r r i g a t i o n 2 . E l e c t r i c v e h i c l e c h a r g i n g p o r t s w i l l b e a v a i l a b l e f o r W o m e n ’ s T o w e r o c c u p a n t s 3 . H e a t i s l a n d e f f e c t w i l l b e m i t i g a t e d b y h a v i n g o v e r 7 5 % p a r k i n g u n d e r c o v e r a n d u s i n g l i g h t- c o l o r e d h a r d s c a p e ( c o n c r e t e v s a s p h a l t ) a n d s h a d i n g 4 . O v e r 5 0 % p o t a b l e o u t d o o r w a t e r w i l l b e s a v e d b y u s i n g a n a t i v e , d r o u g h t t o l e r a n t p l a n t p a l e t t e a n d e f f i c i e n t i r r i g a t i o n e q u i p m e n t 5 . E f f i c i e n t p l u m b i n g f i x t u r e s w i l l b e u s e d t o r e d u c e 3 5 % r e d u c t i o n i n i n d o o r p o t a b l e w a t e r u s e 6 . E q u i p m e n t a n d a p p l i a n c e s w i l l c o m p l y w i t h L E E D w a t e r u s e r e q u i r e m e n t s C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 27 of 19411Recommendation S t a f f r e c o m m e n d s a p p r o v a l o f t h e P U D A m e n d m e n t w i t h t h e f o l l o w i n g c o n d i t i o n s 1 . T h i s p r o j e c t c o m p l i e s w i t h T i e r 1 s u p e r i o r i t y i t e m s a s n o t e d o n t h e P U D 2 . T h e p r o j e c t c o m p l i e s w i t h T i e r 2 s u p e r i o r i t y i t e m s a s n o t e d o n t h e P U D e x h i b i t s e x h i b i t s 3 . T h e p r o j e c t c o m m i t s t o c o l l e c t a n d b e n e f i c i a l l y r e u s e b o t h r a i n w a t e r a n d c o n d e n s a t e f o r c o o l i n g w a t e r d e m a n d a n d i r r i g a t i o n C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 28 of 19411Questions? C o n t a c t I n f o r m a t i o n : L e s l i e L i l l y l e s l i e. l i l l y @ a u s t i n t e x a s . g o v C I T Y O F A U S T I N W A T E R S H E D P R O T E C T I O N D E P A R T M E N T 29 of 19411From: To: Subject: Date: Attachments: Beaty, Curtis Rhoades, Wendy C814-92-0006.02 - Seton Medical Center Planned Unit Development Amendment No. 2 -- ATD Notes Wednesday, September 21, 2022 9:01:00 AM image001.png image003.png image004.png image005.png image002.png Wendy – ATD wishes to add some clarification notes relating to the transportation analysis compliance process required of the Seton PUD Amendment. These notes do not alter the TIA compliance memo dated 8/10/2022 and approved on 8/11/2022, but serve as a preface to the considerations taken during the review of the compliance memo. 1. The existing PUD has an approved TIA as part of that zoning ordinance. A compliance review and memo is necessary to show that the proposed amendment is consistent with the assumptions and analysis within that TIA. Elements of transportation superiority do not need to be shown in the PUD amendment itself, but the compliance memo is to show that the requirements of the base PUD – which had superiority requirements at that time -- are being met. 2. When determining the number of new trips that the hospital expansion could generate, ATD took a conservative approach by using the gross square footage of the new area. This method looks at a higher number of possible new trips for analysis purposes. In realty, a sizeable portion of the new square footage will be added to existing hospital patient rooms in order to right-size them to acceptable standards. New floor area used for such right-sizing do not add new trips to the transportation network. In other words, the number of new trips identified within the compliance memo is an overestimate of the most likely actual traffic generated by the planned expansion. 3. The planned improvements included in the PUD amendment reduce the number of driveways along Medical Parkway and 34th Street from current conditions. The elimination of these driveways will improve vehicular operations along these streets. 4. Looking at the neighborhood characteristics, there are three activities that have noticeable influences on the transportation network: (1) the drop-off/pick-up times of schools, (2) shift changes at the hospital campus, and (3) the traditional AM/PM peak periods of the roadway network. The timing of these events occur differently during the day and are not compounding simultaneously. Like many other areas of the city, there may be short periods of the day when congestion occurs at intersections and driveways due to such similar events. These known, short-lived events are expected and are not an indication of continuous, over- saturated streets across a broad area. 5. Traffic along W 34 Street between Mills Avenue and Jefferson Street will see little change in traffic patterns due to the expansion of the hospital campus. Existing traffic patterns show that traffic from W 34th Street use W 35th Street to access Mopac and destinations west of the hospital campus. Speed mitigation measures, however, could be applied to this section (between Mills Avenue and Jefferson Street) of W 34th Street to address concerns. 30 of 194116. The ATD-sponsored bike network/Shoal Creek Trail improvement project along W 31st Street is still in the due diligence phase. ATD is selecting preferred design options for these improvements and then will move into the public outreach phase of the project within the next few months. The TIA compliance review was not required to include the impacts of any bike/trail improvements since it is not known what that project will specifically entail. If you have questions regarding the above comments, please contact myself or Nate Aubert. Thank you. Curtis P. Beaty, P.E. Managing Engineer | Division Manager Transportation Development Services Division Austin Transportation Department (Direct) 512-974-6471 | (Main) 512-974-1150 31 of 19411 August 10, 2022 Curtis Beaty, P.E. and Nathan Aubert, P.E. Transportation Development Services Division Permitting and Development Center 6310 Wilhelmina Delco Drive Austin, Texas 78752 RE: Ascension Seton 38th TIA Compliance Dear Curtis and Nate, The purpose of this letter is to show compliance with the Seton TIA, which was approved in September 1992 as part of the PUD, for the currently proposed expansion of the site. The land uses modeled in the approved TIA consisted of the following: On February 15, 2002, the TIA was updated to reflect a reduction in the square footage for the land use mix. The land uses assumed in this approved TIA update letter consisted of the following:  877,998 square feet of Hospital  77,002 square feet of Clinic  709,598 square feet of Hospital  77,002 square feet of Clinic  581,074 square feet of Hospital  77,002 square feet of Clinic  358,155 square feet of Hospital Based on the TIA update, the project was approved for a total of 10,019 unadjusted trips per day, as shown as shown in Table 1. The following land uses are currently built to date for the Ascension Seton 38th site: The currently proposed land use for the Ascension Seton 38th development expansion consists of the following: This will result in a total square footage of 1,144,755 (709,598 SF of Hospital, 358,155 SF of Hospital, and 77,002 SF of Clinic). Table 1 below provides a trip generation comparison of the uses in the 2018 TIA update with what was approved as well as what is currently proposed for the Ascension Seton 38th development. The ITE Trip Generation Manual (11th Edition) was used for the approved, existing, and currently proposed land use mixes. The total approved project trips based on the 2002 TIA Update letter is 32 of 19411 Curtis Beaty & Nate Aubert August 10, 2022 Page 2 10,019 unadjusted trips per day, while the approved plus proposed land uses would generate a total of 15,383 unadjusted trips per day. This results in an estimated 5,364 trips over the approved for the site. Table 1. Summary of Unadjusted Daily & Peak Hour Trip Generation Land Use Size 24-Hour Two Way Volume Total AM Peak Hour Volumes Total PM Peak Hour Volumes Previously Approved TIA Update (02.15.02) 610 Hospital 630 Clinic 709,598 SF 77,002 SF 7,223 2,796 Total Approved 786,600 SF 10,019 Existing Land Uses 610 Hospital 630 Clinic Proposed Land Uses 581,074 SF 77,002 SF Total Existing 658,076 SF 6,543 2,796 9,339 638 177 815 379 177 556 610 Hospital 358,155 SF 5,364 424 Total 1,144,755 15,383 1,239 Remaining -5,364 -424 646 275 921 187 275 462 417 1,338 -417 As noted in the PUD, the monitoring of certain intersections (as defined by City staff) was conducted to ensure the impact of the Ascension Seton site expansion does not cause these intersections to operate unacceptably. The following intersections were identified by City staff to be included in this report, as shown in the enclosed figure: 1. Lamar Boulevard and 38th Street 2. Guadalupe Street and 38th Street 3. Shoal Creek Boulevard and 38th Street 4. Lamar Boulevard and 40th Street/Central Market Driveway Land Use Code 33 of 19411 Curtis Beaty & Nate Aubert August 10, 2022 Page 3 Table 2. Intersection Level of Service and Delay (sec/veh) Intersection Control 2022 Existing 2028 Forecasted (Without Site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) AM PM AM PM AM PM AM PM Overall intersection LOS and delay is reported for signalized intersections. 1 2 3 4 Lamar Boulevard and 38th Street Guadalupe Street and 38th Street Lamar Boulevard and 40th Street/Central Market Driveway Shoal Creek Boulevard and 38th Street Signal Signal Signal C (30.4) D (37.0) D (40.4) D (42.4) C (34.2) D (40.3) E (59.5) D (52.4) D (35.8) D (40.7) A (6.0) B (15.8) A (7.4) B (19.3) A (7.3) E (62.2) D (52.4) B (19.4) N/A N/A N/A N/A N/A N/A Signal B (12.0) A (6.8) B (14.1) A (8.0) B (14.2) A (8.7) N/A N/A Based on the capacity analysis shown in Table 2 above, no improvements are recommended at the study intersections as a part of this study. It should be noted that the intersection of Lamar Boulevard and 38th Street operates at LOS E during the PM peak under future conditions with and without the hospital expansion; however, the addition of site traffic results in a delay increase of less than 10%. Due to limited ROW, geometric improvements are not feasible at this intersection. Signal timing optimization was considered, however; retiming the intersection of Lamar Boulevard and 38th Street would require the retiming of multiple intersections to ensure the North Lamar Boulevard Corridor operates efficiently and acceptably. Detailed intersection capacity analysis is provided in the enclosures. I am hereby requesting approval of this TIA compliance letter, since the proposed expansion does not cause any of the identified intersections to operate unacceptably. It should be noted that this development will be subject to Street Impact Fees (SIF) based on the amount of expansion that is beyond the previously approved square footage amount. Please feel free to contact me if you have any questions or need additional information to approve this request. Sincerely, HDR Engineering, Inc. Kathleen G. Smith, P.E., PTOE Senior Project Manager Cc: Dan Vickers, Scott Herndon; Ascension Seton Enclosures - MM Michele Rogerson, Katherine Nicely; Metcalfe Wolff Stuart & Williams, LLP 34 of 19411 EB left EB through EB right WB left WB through WB right NB left NB through NB right SB left SB through SB right EB left EB through EB right WB left WB through WB right NB left NB through NB right Table 1. Intersection Analysis Results for AM Peak Intersection Traffic Control Type Lamar Boulevard & 38th Street AM Peak Traffic Control Type 2021 Existing 2028 Forecasted (without site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Traffic Control Type Traffic Control Type Signal 30.4 Signal 34.2 Signal 35.8 Signal 35.8 0 160 N/A 0 160 N/A 148 N/A 0.25 C D E D F E B B B A A D E D B D E E B C C 49.1 68.5 37.6 87.7 63.3 0.0 13.1 15.5 0.0 10.7 3.6 3.7 64.3 46.4 17.4 38.7 58.1 58.1 14.0 32.5 32.6 138 310 134 202 252 0 64 0 76 32 34 156 186 90 88 342 348 150 154 150 0.61 N/A 0.90 260 0.52 150 0.86 N/A 0.83 160 N/A 150 0.24 120 N/A 150 0.30 N/A 0.69 N/A 0.69 150 0.83 N/A 0.53 100 0.51 165 0.38 N/A 0.88 N/A 0.88 N/A 0.29 N/A 0.30 C D E C F E C C B A A D E D B C E E B C C 48.5 74.6 33.6 104.7 61.2 0.0 21.4 21.6 0.0 14.1 6.4 7.6 69.5 41.4 18.2 33.5 62.1 61.9 20.0 33.8 33.9 164 388 154 260 298 118 208 0 60 68 192 210 114 424 432 182 184 150 0.67 N/A 0.94 260 0.54 150 0.92 N/A 0.81 150 N/A 120 0.41 0.35 N/A N/A 0.84 N/A 0.86 150 0.86 N/A 0.51 100 0.49 N/A 0.90 N/A 0.90 N/A 0.36 N/A 0.37 D D E C F E C C B A A D E D B C E E C C C 52.3 76.4 33.6 112.6 63.5 0.0 22.9 21.8 0.0 14.3 7.0 8.6 70.8 40.7 18.2 32.9 62.6 62.3 20.7 33.8 33.9 176 400 158 274 318 0 132 210 0 64 76 198 212 116 432 440 182 184 150 0.72 N/A 0.95 260 0.55 150 0.95 N/A 0.84 160 150 N/A 120 N/A 0.44 0.35 N/A N/A 0.85 N/A 0.88 150 0.86 N/A 0.51 100 0.49 N/A 0.91 N/A 0.91 N/A 0.36 N/A 0.37 D D E C F E C C B A A D E D B C E E C C C 52.3 76.4 33.6 112.6 63.5 0.0 22.9 21.8 0.0 14.3 7.0 8.6 70.8 40.7 18.2 32.9 62.6 62.3 20.7 33.8 33.9 176 400 158 274 318 132 210 0 64 76 198 212 116 432 440 182 184 150 0.72 N/A 0.95 260 0.55 150 0.95 N/A 0.84 150 N/A 120 0.44 0.35 N/A N/A 0.85 N/A 0.88 150 0.86 N/A 0.51 100 0.49 N/A 0.91 N/A 0.91 N/A 0.36 N/A 0.37 54 150 0.27 80 150 0.44 86 150 0.47 86 150 0.47 108 150 0.44 108 150 0.45 108 150 0.45 98 165 0.42 96 165 0.41 96 165 0.41 Guadalupe Street & 38th Street Signal 37.0 Signal 40.3 Signal 40.7 Signal 40.7 35 of 19411 SB left SB through SB right EB left EB through EB right WB left WB through WB right NB left NB through NB right SB left SB through SB right EB left EB through WB through WB right SB left Lamar Boulevard & 40th Street/Central Market Drive Signal 6.0 Signal 7.4 Signal 7.3 Signal 7.3 Table 1. Intersection Analysis Results for AM Peak Intersection Traffic Control Type 2021 Existing 2028 Forecasted (without site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Traffic Control Type AM Peak Traffic Control Type Traffic Control Type 70 150 0.15 204 N/A 0.37 N/A N/A 0 38 0 76 82 12 70 18 0 0 0 2 2 N/A 0.23 N/A 0.00 N/A 0.57 N/A 0.62 N/A 0.09 N/A 0.53 150 0.23 N/A 0.03 115 0.01 150 0.00 N/A 0.07 N/A 0.07 18.6 18.8 0.0 64.7 0.0 69.0 81.5 62.4 69.2 53.7 0.0 0.0 0.0 0.0 0.0 6.2 4.5 8.9 6.6 B B A E A E F E E D A A A A A B A A A A E 46 150 0.37 142 184 22 N/A 0.39 N/A 0.37 75 0.05 57.5 118 230 0.44 26.0 27.2 0.0 65.4 0.0 78.5 130.1 62.5 79.2 53.9 0.0 0.0 0.0 0.0 0.0 10.5 6.4 11.9 8.2 55.2 C C A E A E F E E D A A A A A B B A B A E 150 0.23 N/A 0.53 N/A N/A N/A 0.28 N/A 0.00 N/A 0.70 N/A 0.87 N/A 0.10 N/A 0.65 150 0.28 N/A 0.04 115 0.01 150 0.00 N/A 0.08 N/A 0.08 106 294 0 46 0 102 134 16 94 22 0 0 0 2 2 70 150 0.57 214 258 30 N/A 0.50 N/A 0.47 75 0.07 142 230 0.46 26.6 28.3 0.0 65.4 0.0 78.5 130.1 62.5 79.2 53.9 0.0 0.0 0.0 0.0 0.0 10.7 6.4 12.0 8.2 55.5 C C A E A E F E E D A A A A A B B A B A E 150 0.24 N/A 0.55 N/A N/A N/A 0.28 N/A 0.00 N/A 0.70 N/A 0.87 N/A 0.10 N/A 0.65 150 0.28 N/A 0.04 115 0.01 150 0.00 N/A 0.08 N/A 0.08 108 302 0 46 0 102 134 16 94 22 0 0 0 2 2 70 150 0.57 218 262 32 N/A 0.50 N/A 0.48 75 0.07 152 230 0.49 26.6 28.3 0.0 65.4 0.0 78.5 130.1 62.5 79.2 53.9 0.0 0.0 0.0 0.0 0.0 10.7 6.4 12.0 8.2 55.5 C C A E A E F E E D A A A A A B B A B A E 150 0.24 N/A 0.55 N/A N/A N/A 0.28 N/A 0.00 N/A 0.70 N/A 0.87 N/A 0.10 N/A 0.65 150 0.28 N/A 0.04 115 0.01 150 0.00 N/A 0.08 N/A 0.08 108 302 0 46 0 102 134 16 94 22 0 0 0 2 2 70 150 0.57 218 262 32 N/A 0.50 N/A 0.48 75 0.07 152 230 0.49 38th Street & Shoal Creek Boulevard Signal 12.0 Signal 14.1 Signal 14.2 Signal 14.2 36 of 19411Table 1. Intersection Analysis Results for AM Peak Intersection Traffic Control Type Table 2. Intersection Analysis Results for PM Peak Intersection Traffic Control Type Lamar Boulevard & 38th Street EB left EB through EB right WB left WB through WB right NB left NB through NB right SB left SB through SB right AM Peak Traffic Control Type PM Peak Traffic Control Type 2021 Existing 2028 Forecasted (without site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** SB right 57.0 E 204 N/A 0.69 56.6 E 242 N/A 0.71 56.6 E 242 N/A 0.71 56.6 E 242 N/A 0.71 2021 Existing 2028 Forecasted (without site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Signal 40.4 Signal 59.5 Signal 62.2 Signal 62.2 0 160 N/A 0 160 N/A 0 160 N/A 46.5 55.9 35.5 53.1 54.9 0.0 38.3 25.6 0.0 21.2 45.9 45.9 D D E D D D D C C D D D F 98 260 0.43 180 256 140 250 174 446 0 62 444 444 150 0.71 N/A 0.87 150 0.50 N/A 0.84 150 0.39 N/A 0.72 120 N/A 150 0.55 N/A 0.79 N/A 0.79 52.7 57.8 30.4 53.8 56.2 0.0 50.4 60.3 0.0 58.6 67.3 68.2 E D E C D E D F E E E D F 222 312 112 172 304 236 806 0 202 630 638 150 0.81 N/A 0.89 260 0.44 150 0.57 N/A 0.87 150 N/A 120 0.64 1.01 N/A 150 0.87 N/A 0.97 N/A 0.98 60.6 58.3 29.7 55.4 56.4 0.0 52.3 65.1 0.0 58.2 69.9 71.0 E E E C E E D F E E E D F 250 326 116 176 312 0 244 834 0 200 648 656 150 0.87 N/A 0.90 260 0.44 150 0.60 N/A 0.87 160 150 N/A 120 N/A 0.67 1.03 N/A 150 0.87 N/A 0.98 N/A 0.99 60.6 58.3 29.7 55.4 56.4 0.0 52.3 65.1 0.0 58.2 69.9 71.0 E E E C E E D F E E E D F 250 326 116 176 312 244 834 0 200 648 656 150 0.87 N/A 0.90 260 0.44 150 0.60 N/A 0.87 150 N/A 120 0.67 1.03 N/A 150 0.87 N/A 0.98 N/A 0.99 Guadalupe Street & 38th Street Signal 42.4 Signal 52.4 Signal 54.2 Signal 54.2 EB left 135.1 250 150 1.08 223.3 412 150 1.33 242.3 450 150 1.38 242.3 450 150 1.38 Traffic Control Type Traffic Control Type Traffic Control Type Traffic Control Type 37 of 19411 EB through EB right WB left WB through WB right NB left NB through NB right SB left SB through SB right EB left EB through EB right WB left WB through WB right NB left NB through NB right SB left SB through Lamar Boulevard & 40th Street/Central Market Drive Table 2. Intersection Analysis Results for PM Peak Intersection Traffic Control Type 2021 Existing 2028 Forecasted (without site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Traffic Control Type Traffic Control Type PM Peak Traffic Control Type Signal 15.8 B Signal 19.3 Signal 19.4 Signal 19.4 53.0 47.9 46.6 52.5 53.1 26.2 20.6 20.6 14.6 31.8 0.0 60.8 0.0 58.3 71.8 56.4 60.2 5.3 11.0 6.2 11.3 7.5 D D D D D C C C B C E A E E E E A B A B A 276 146 130 264 264 162 292 294 0 0 76 N/A 0.84 100 0.49 165 0.65 N/A 0.80 N/A 0.81 150 0.34 N/A 0.50 N/A 0.50 42 150 0.27 232 N/A 0.45 N/A N/A N/A 0.00 N/A 0.27 174 N/A 0.66 18 N/A 0.06 128 N/A 0.46 2 150 0.02 336 N/A 0.62 34 40 115 0.09 150 0.44 190 N/A 0.38 53.5 44.6 59.3 54.1 54.6 37.1 28.8 28.9 20.6 33.8 0.0 61.2 0.0 57.8 89.7 55.6 60.8 6.4 14.0 6.7 34.0 9.0 D D E D D D C C C C B E A E F E E A B A C A 334 168 174 322 320 222 420 422 0 0 90 N/A 0.87 100 0.50 165 0.80 N/A 0.82 N/A 0.83 150 0.51 N/A 0.68 N/A 0.68 58 150 0.45 286 N/A 0.55 N/A N/A N/A 0.00 N/A 0.30 228 N/A 0.81 22 N/A 0.07 158 N/A 0.53 2 150 0.03 442 N/A 0.77 38 115 0.11 138 252 150 0.74 N/A 0.47 53.5 44.5 59.2 53.7 54.2 37.9 29.3 29.4 20.9 33.9 0.0 61.2 0.0 57.8 89.7 55.6 60.8 6.4 14.2 6.7 36.5 9.1 D D E D D D C C C C B E A E F E E A B A D A 340 174 172 324 322 226 422 426 0 0 90 N/A 0.87 100 0.52 165 0.80 N/A 0.82 N/A 0.83 150 0.52 N/A 0.68 N/A 0.68 60 150 0.45 288 N/A 0.55 N/A N/A N/A 0.00 N/A 0.30 228 N/A 0.81 22 N/A 0.07 158 N/A 0.53 2 150 0.03 446 N/A 0.78 36 115 0.11 140 256 150 0.76 N/A 0.48 53.5 44.5 59.2 53.7 54.2 37.9 29.3 29.4 20.9 33.9 0.0 61.2 0.0 57.8 89.7 55.6 60.8 6.4 14.2 6.7 36.5 9.1 D D E D D D C C C C B E A E F E E A B A D A 340 174 172 324 322 226 422 426 0 0 90 N/A 0.87 100 0.52 165 0.80 N/A 0.82 N/A 0.83 150 0.52 N/A 0.68 N/A 0.68 60 150 0.45 288 N/A 0.55 N/A N/A N/A 0.00 N/A 0.30 228 N/A 0.81 22 N/A 0.07 158 N/A 0.53 2 150 0.03 446 N/A 0.78 36 115 0.11 140 256 150 0.76 N/A 0.48 100 N/A 0.36 124 N/A 0.43 124 N/A 0.43 124 N/A 0.43 38 of 19411Table 2. Intersection Analysis Results for PM Peak Intersection SB right 38th Street & Shoal Creek Boulevard EB left EB through WB through WB right SB left SB right Signal 6.8 Signal 8.0 Signal Signal 8.7 2021 Existing 2028 Forecasted (without site) 2028 Site + Forecasted (No Improvements) 2028 Site + Forecasted (With Improvements) Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** Delay LOS 95th * Queue Bay Length V/C ** 7.5 196 N/A 0.38 9.0 260 N/A 0.47 266 N/A 0.48 9.1 266 N/A 0.48 PM Peak Traffic Control Type Traffic Control Type A A A A A A E E 3.5 2.0 4.7 3.6 66.4 65.3 Traffic Control Type A A A A A A E E 7.3 2.6 6.2 4.5 64.9 63.4 28 54 38 42 150 0.44 N/A 0.27 75 0.13 230 0.25 66 84 54 50 150 0.67 N/A 0.34 75 0.16 230 0.26 9.1 8.7 11.8 3.0 7.9 5.6 38.8 56.8 A A B A A A D E 62 56 44 32 150 0.65 N/A 0.36 75 0.19 230 0.25 Traffic Control Type A A B A A A D E 11.8 3.0 7.9 5.6 38.8 56.8 62 56 44 32 150 0.65 N/A 0.36 75 0.19 230 0.25 126 N/A 0.57 152 N/A 0.59 114 N/A 0.78 114 N/A 0.78 144 N/A 0.36 206 N/A 0.45 176 N/A 0.53 176 N/A 0.53 39 of 194114 0 T H S T S H O A L C R E E K B L V D 3 4 T H S T 3 8 T H S T SITE BLVD AR LAM PE ST ALU AD U G LEGEND = STUDY INTERSECTION Background Map Copyrighted by Google, 2022 STUDY INTERSECTIONS MAP 40 of 1941141 of 1941142 of 1941143 of 1941144 of 1941145 of 1941146 of 19411Ascension Seton 38th TIA Compliance Direction Distribution Calculation AM Peak Roadway Direction West 38th St East 38th St North Lamar Blvd South Lamar Blvd North Guadalupe St South Guadalupe St North Shoal Creek Blvd Volume Enter 1159 720 1443 711 926 425 249 PM Peak Roadway Direction West 38th St East 38th St North Lamar Blvd South Lamar Blvd North Guadalupe St South Guadalupe St North Shoal Creek Blvd Volume Enter 994 636 1053 1718 782 1142 121 5633 4892 100.0% 100.0% 100.0% Exit 980 498 697 1189 448 864 216 Exit 1091 746 1617 1115 1146 828 344 % Enter 20.6% 12.8% 25.6% 12.6% 16.4% 7.5% 4.4% % Enter 15.4% 9.9% 16.3% 26.7% 12.1% 17.7% 1.9% % Exit 20.0% 10.2% 14.2% 24.3% 9.2% 17.7% 4.4% % AVG 20.3% 11.5% 19.9% 18.5% 12.8% 12.6% 4.4% % Exit 15.8% 10.8% 23.5% 16.2% 16.6% 12.0% 5.0% % AVG 15.6% 10.3% 19.9% 21.4% 14.4% 14.9% 3.4% 6446 6887 100.0% 100.0% 100.0% Roadway Direction West 38th St East 38th St North Lamar Blvd South Lamar Blvd North Guadalupe St South Guadalupe St North Shoal Creek Blvd % AM AVG 20.3% 11.5% 19.9% 18.5% 12.8% 12.6% 4.4% % PM AVG 15.6% 10.3% 19.9% 21.4% 14.4% 14.9% 3.4% % AVG 18.0% 10.9% 19.9% 19.9% 13.6% 13.7% 3.9% % Assumed 20.0% 10.0% 20.0% 20.0% 10.0% 15.0% 5.0% 100.0% 100.0% 100.0% 100.0% 4/14/2022 47 of 19411Hourly Total 119 141 105 186 38th Street and Guadalupe Street - TMC 38th Street and Guadalupe Street - TMC Tue Mar 1, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926439, Location: 30.302738, -97.738178 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US 38th Westbound L Guadalupe Northbound L T Guadalupe Southbound L T R U AppApp Ped* T R U AppApp Ped* R U AppApp Ped* R U AppApp Ped* IntInt Leg Direction Time 38th Eastbound L 2022-03-01 7:00AM 7:15AM 7:30AM 7:45AM Hourly Total 8:00AM 141 24 8:15AM 8:30AM 8:45AM 4:00PM 4:15PM 4:30PM 5:00PM 5:15PM 5:30PM 5:45PM 4:45PM Hourly Total 57 207 T 60 74 76 83 293 90 78 81 99 348 139 134 168 134 575 159 144 138 98 539 18 31 47 45 31 32 32 47 34 69 58 51 48 60 17 12 25 30 84 30 30 40 41 33 34 26 39 28 35 30 45 138 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 9595 117117 148148 158158 518518 144144 139139 153153 172172 608608 219219 202202 263263 236236 920920 256256 223223 221221 188188 888888 % Lights 99.3% 98.8% 90.7% 0% 97.5%97.5% % Lights Articulated Articulated Trucks Trucks 2 1 0 0 33 % Articulated % Articulated Trucks 0.1% 0.1% 0% 0% 0.1%0.1% Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks 0.6% 1.1% 9.3% 0% 2.4%2.4% Trucks 1 1 1 2 5 5 3 2 4 6 2 5 5 1 9 14 1 14 3 18 51 - - - 13 19 26 35 93 24 23 23 18 88 38 23 22 36 119 28 30 32 34 124 82 102 151 194 529 154 149 134 143 580 114 79 101 94 388 94 93 114 109 410 100100 131131 185185 239239 655655 193193 183183 165165 179179 720720 177177 128128 142142 151151 598598 145145 149149 167167 175175 636636 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 10 8 10 33 15 11 8 18 52 25 26 19 21 91 23 26 21 32 102 278 18 5 19 25 67 26 20 26 31 103 39 44 36 43 162 51 52 48 45 196 27 31 42 49 149 71 63 64 79 277 163 154 158 171 646 195 238 213 181 827 3 5 9 7 24 10 18 9 8 45 28 25 19 24 96 35 29 26 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4848 4141 7070 8181 240240 107107 101101 9999 118118 425425 230230 223223 213213 238238 904904 281281 319319 287287 255255 13 12 20 17 62 19 24 25 37 20 11 25 18 74 19 28 18 23 88 72 77 131 151 431 149 152 153 181 635 120 108 107 145 480 145 153 130 144 572 110110 119119 199199 231231 659659 213213 225225 226226 262262 926926 169169 152152 158158 186186 665665 204204 205205 175175 198198 782782 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 166 45 25 30 48 63 49 48 44 29 33 26 40 24 27 31 23 111 122 585 1 0 6 2 9 4 4 3 3 4 5 4 0 4 2 13 7 19 10 18 59 - - - 3 0 0 0 3 3 1 2 1 7 1 2 1 5 9 4 5 1 2 - - - Hourly Total 217 132 Total Total % Approach 23.3% 59.8% 16.9% 0% % Approach 684 1755 495 2934 0 2934 -- 424 1907 528 1899 284 329 2118 - 16.3% 73.1% 10.7% 0% - 19.5% 70.0% 10.5% 0% - 10.9% 69.9% 19.3% 0% 2609 0 2609 -- 3032 0 3032 -- 119 1142 0 1142 2711 0 2711 -- 12 31 % Total 6.1% 15.6% 4.4% 0% 26.0%26.0% % Total - 3.8% 16.9% 2.5% 0% 23.1%23.1% - 4.7% 16.8% 2.5% 0% 24.0%24.0% - 2.9% 18.8% 5.2% 0% 26.9%26.9% Lights Lights 679 1734 449 2862 0 2862 421 1877 276 2574 0 2574 478 1856 281 2615 0 2615 324 2074 580 2978 0 2978 - 99.3% 98.4% 99.3% 0% 98.7%98.7% - 90.5% 97.7% 98.9% 0% 96.5%96.5% - 98.5% 97.9% 99.1% 0% 98.2%98.2% 1 2 0 0 33 1 2 0 0 33 2 2 0 0 44 13 - 0.2% 0.1% 0% 0% 0.1%0.1% - 0.2% 0.1% 0% 0% 0.1%0.1% - 0.6% 0.1% 0% 0% 0.1%0.1% - 0.1% 4 19 46 0 6969 2 28 2 0 3232 49 41 3 0 9393 3 42 5 0 5050 - 244 Pedestrians 51 - - % Pedestrians - 100% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 59 - - 100% - - - - - - - - - - - - - - - - - - - - - - 31 - - 100% - - - - - - - - 57 - - 100% - - 0.5% 1.5% 0.7% 0% 1.2%1.2% - 9.3% 2.2% 1.1% 0% 3.4%3.4% - 0.9% 2.0% 0.9% 0% 1.6%1.6% - 2.2% 353353 408408 602602 709709 2072 2072 657657 648648 643643 731731 2679 2679 795795 705705 776776 886886 896896 850850 816816 7 21 811811 3087 3087 21 3448 3448 11286 57 11286 - - - - 11029 - 97.7% 2 1 3 1 7 0 2 3 3 8 5 2 7 5 9 2 5 - - 1 of 6 48 of 1941138th Street and Guadalupe Street - TMC 38th Street and Guadalupe Street - TMC Tue Mar 1, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926439, Location: 30.302738, -97.738178 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Guadalupe Total: 5893 In: 3032 Out: 2861 5 8 5 8 1 1 2 9 2 3 27 30 h t 8 3 ] W [ 4 5 9 5 : l a t o T 0 2 0 3 : t u O 4 3 9 2 : n I 4 2 684 1755 495 7 2 19 12 8 2 5 9 9 8 1 4 8 2 Out: 3037 In: 2711 Total: 5748 [S] Guadalupe 9 2 278 1907 424 0 3 9 0 6 2 : n I 8 6 3 2 : t u O 7 7 9 4 : l a t o T h t 8 3 ] E [ 2 of 6 49 of 1941138th Street and Guadalupe Street - TMC 38th Street and Guadalupe Street - TMC Tue Mar 1, 2022 AM Peak (8 AM - 9 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926439, Location: 30.302738, -97.738178 Leg Direction Time 38th Eastbound 2022-03-01 8:00AM 8:15AM 8:30AM 8:45AM L 24 31 32 32 T 90 78 81 99 Total Total 119 348 141 38th Westbound L 24 23 23 18 88 30 30 40 41 0 0 0 0 0 5 3 2 4 14 144144 139139 153153 172172 608608 -- 154 149 134 143 580 15 11 8 18 52 0 0 0 0 0 193193 183183 165165 179179 720720 -- Guadalupe Northbound L 26 20 26 31 T 71 63 64 79 13 103 277 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Guadalupe Southbound L 19 24 25 37 105 10 18 9 8 45 0 0 0 0 0 107107 101101 9999 118118 425425 -- 149 152 153 181 635 45 49 48 44 186 0 0 0 0 0 213213 225225 226226 262262 926926 -- 657657 648648 643643 731731 2679 2679 % Approach 19.6% 57.2% 23.2% 0% % Approach - 12.2% 80.6% 7.2% 0% - 24.2% 65.2% 10.6% 0% - 11.3% 68.6% 20.1% 0% % Total 4.4% 13.0% 5.3% 0% 22.7%22.7% % Total - 3.3% 21.6% 1.9% 0% 26.9%26.9% - 3.8% 10.3% 1.7% 0% 15.9%15.9% - 3.9% 23.7% 6.9% 0% 34.6%34.6% PHFPHF 0.930 0.879 0.860 0.884 - 0.884 Lights Lights 584584 339 % Lights 99.2% 97.4% 90.1% 0% 96.1%96.1% % Lights 127 118 0 - 0.917 0.942 0.722 0.933 - 0.933 709709 - - 98.9% 98.3% 100% 0% 98.5%98.5% 570 87 52 0 - 0.831 0.877 0.625 44 - 260 88 0.900 - 0.900 392392 0 - 0.709 0.877 0.949 184 - 104 624 0.884 - 0.884 912912 0 - 85.4% 93.9% 97.8% 0% 92.2%92.2% - 99.0% 98.3% 98.9% 0% 98.5%98.5% - 0.916 - 2597 - 96.9% R U AppApp Ped* T R U AppApp Ped* R U AppApp Ped* T R U AppApp Ped* IntInt 1 1 0 0 22 Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks 0.8% 0.3% 0% 0% 0.3%0.3% Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks Trucks 0% 2.3% 9.9% 0% 3.6%3.6% 14 2222 0 0 8 - - - 1 1 0 0 22 0 1 0 0 11 0 1 0 0 11 - 1.1% 0.2% 0% 0% 0.3%0.3% 0% 0.4% 0% 0% 0.2%0.2% 0% 0.2% 0% 0% 0.1%0.1% - 0.2% 0 9 0 0 99 15 16 1 0 3232 1 10 2 0 1313 76 Pedestrians - 14 - % Pedestrians - 100% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 13 - 100% - - - - - - - - - - - - - - - - - - - - - - - 7 - 100% - - - - - - - - - 8 - 100% 0% 1.6% 0% 0% 1.3%1.3% - 14.6% 5.8% 2.2% 0% 7.5%7.5% - 1.0% 1.6% 1.1% 0% 1.4%1.4% - 2.8% 0 2 3 3 8 - - - - - - 6 - 3 1 2 1 7 - - - 4 4 3 2 - - - 3 of 6 50 of 1941138th Street and Guadalupe Street - TMC 38th Street and Guadalupe Street - TMC Tue Mar 1, 2022 AM Peak (8 AM - 9 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926439, Location: 30.302738, -97.738178 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Guadalupe Total: 1374 In: 926 Out: 448 6 8 1 5 3 6 5 0 1 4 4 9 6 8 : t u O 8 0 6 : n I h t 8 3 ] W [ 7 7 4 1 : l a t o T 6 119 348 141 8 4 3 3 0 1 7 7 2 5 4 Out: 864 In: 425 Total: 1289 [S] Guadalupe 7 52 580 88 6 0 2 7 : n I 8 9 4 : t u O 8 1 2 1 : l a t o T h t 8 3 ] E [ 4 of 6 51 of 1941138th Street and Guadalupe Street - TMC 38th Street and Guadalupe Street - TMC Tue Mar 1, 2022 PM Peak (5 PM - 6 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926439, Location: 30.302738, -97.738178 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US T R U AppApp Ped* T R U AppApp Ped* R U AppApp Ped* R U AppApp Ped* IntInt 38th Westbound L Guadalupe Northbound L T Guadalupe Southbound L T Leg Direction Time 38th Eastbound L 2022-03-01 5:00PM 5:15PM 5:30PM 5:45PM 58 51 48 60 159 144 138 98 39 28 35 30 0 0 0 0 256256 223223 221221 188188 888888 -- Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks 0.9% 0.6% 7.6% 0% 1.7%1.7% Trucks 10 1515 0 2 3 5 1 9 3 - - - - 28 30 32 34 94 93 114 109 23 26 21 32 0 0 0 0 10 4 0 4 51 52 48 45 195 238 213 181 35 29 26 29 0 0 0 0 281281 319319 287287 255255 19 28 18 23 145 153 130 144 40 24 27 31 0 0 0 0 Total Total 0 217 % Approach 24.4% 60.7% 14.9% 0% % Approach 539 132 18 124 0 410 - 19.5% 64.5% 16.0% 0% 102 18 196 827 - 17.2% 72.4% 10.4% 0% 119 0 1142 1142 -- 12 88 0 572 - 11.3% 73.1% 15.6% 0% 122 % Total 6.3% 15.6% 3.8% 0% 25.8%25.8% % Total - 3.6% 11.9% 3.0% 0% 18.4%18.4% - 5.7% 24.0% 3.5% 0% 33.1%33.1% - 2.6% 16.6% 3.5% 0% 22.7%22.7% PHFPHF 0.904 0.847 0.846 122 536 215 Lights Lights 0.867 - 0.867 873873 0 % Lights 99.1% 99.4% 92.4% 0% 98.3%98.3% % Lights - 0.912 0.899 0.797 - 632632 - 100% 99.0% 100% 0% 99.4%99.4% 0.909 - 0.909 102 406 124 0 - 0.942 0.869 0.850 0.895 - 0.895 - 0.786 0.935 0.763 0.954 - 0.954 185 - 1124 0 1124 - 94.4% 99.3% 99.2% 0% 98.4%98.4% 821 118 88 - 770770 - 100% 98.1% 99.2% 0% 98.5%98.5% 561 121 0 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 145145 149149 167167 175175 636636 -- - - - 204204 205205 175175 198198 782782 -- 886886 896896 850850 816816 21 - - 3448 3448 - - - 0.962 - 3399 - 98.6% 5 9 2 5 - - - 0 0% 49 Pedestrians - - - - - 18 - - - - - 18 - % Pedestrians - 100% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 100% - - - - - - - - - - - - - - - 12 - 100% - - - - - - - - - 21 - 100% - 0% 1.0% 0% 0% 0.6%0.6% - 5.6% 0.7% 0.8% 0% 1.6%1.6% 0% 1.9% 0.8% 0% 1.5%1.5% - 1.4% 0 4 0 0 44 11 6 1 0 1818 0 11 1 0 1212 4 5 1 2 - - - - 5 of 6 52 of 1941138th Street and Guadalupe Street - TMC 38th Street and Guadalupe Street - TMC Tue Mar 1, 2022 PM Peak (5 PM - 6 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926439, Location: 30.302738, -97.738178 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Guadalupe Total: 1928 In: 782 Out: 1146 2 2 1 2 7 5 8 8 11 10 h t 8 3 ] W [ 6 1 6 1 : l a t o T 8 2 7 : t u O 8 8 8 : n I 6 217 539 132 2 1 10 2 6 9 1 7 2 8 9 1 1 Out: 828 In: 1142 Total: 1970 [S] Guadalupe 8 102 410 124 0 1 2 8 3 1 : l a t o T h t 8 3 ] E [ 6 3 6 : n I 6 4 7 : t u O 6 of 6 53 of 1941138th Street and Lamar Boulevard - TMC 38th Street and Lamar Boulevard - TMC Tue Mar 1, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926437, Location: 30.305179, -97.743069 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Time 38th Eastbound L T R U AppApp Ped* T R U AppApp Ped* R U AppApp Ped* R U AppApp Ped* IntInt 38th Westbound L Lamar Northbound L T Lamar Southbound L T 2022-03-01 7:00AM 7:15AM 7:30AM 7:45AM Hourly Total 8:00AM 8:15AM 8:30AM 8:45AM 4:00PM 4:15PM 4:30PM 5:00PM 5:15PM 5:30PM 5:45PM 4:45PM Hourly Total 48 204 23 16 16 23 78 18 27 26 51 55 50 51 51 41 43 44 107 102 130 136 475 135 123 113 148 519 115 109 118 128 470 125 112 130 115 482 104 30 21 18 26 39 28 35 41 25 29 26 29 29 33 27 20 100 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 151151 136136 172172 198198 657657 183183 178178 174174 240240 775775 195195 188188 195195 196196 774774 205205 182182 206206 186186 779779 % Lights 98.8% 97.4% 98.7% 0% 97.9%97.9% % Lights Articulated Articulated Trucks Trucks 1 1 0 0 22 % Articulated % Articulated Trucks 0.2% 0.1% 0% 0% 0.1%0.1% Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks 1.0% 2.6% 1.3% 0% 2.1%2.1% Trucks 0 0 1 0 1 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 - - - - Hourly Total 122 134 135 124 172 281 1373 0 1373 115 41 24 22 36 33 29 30 35 35 31 34 34 134 25 38 31 32 126 73 57 139 144 413 122 107 97 100 426 129 133 150 125 537 115 138 110 124 487 16 20 26 34 96 32 32 22 38 48 45 42 43 178 41 37 49 32 159 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 113113 9999 201201 211211 624624 195195 168168 149149 173173 685685 212212 209209 226226 202202 849849 181181 213213 190190 188188 772772 13 14 21 21 69 32 18 34 27 111 48 68 50 49 48 42 51 56 81 97 120 354 113 116 129 129 487 304 312 303 324 351 353 302 17 21 39 35 112 26 29 27 31 113 31 43 66 44 184 61 37 41 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8686 116116 157157 176176 535535 171171 163163 190190 187187 711711 383383 423423 419419 434434 436436 436436 394394 121 26 17 31 40 33 49 59 38 26 36 24 40 29 35 34 25 111 105 151 188 226 670 229 223 244 224 920 205 204 175 239 823 220 217 200 191 828 195 73 37 39 48 71 62 83 63 52 30 52 46 28 39 34 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 159159 221221 276276 330330 986986 328328 334334 386386 325325 283283 270270 251251 306306 274274 274274 259259 4 10 54 314 220 1233 412412 0 1637 0 1637 28 162 292292 0 1096 0 1096 Hourly Total 179 118 190 1330 180 1700 0 1700 138 147 1113 0 1113 Total Total % Approach 19.5% 65.2% 15.3% 0% % Approach 583 1946 456 2985 0 2985 -- 510 1863 3 - 17.4% 63.6% 19.0% 0% 557 2930 0 2930 -- 28 590 3404 589 21 542 3241 785 - 12.9% 74.3% 12.9% 0% - 11.9% 71.0% 17.2% 0% 4583 0 4583 -- 4568 0 4568 -- 15066 21 15066 - - % Total 3.9% 12.9% 3.0% 0% 19.8%19.8% % Total - 3.4% 12.4% 3.7% 0% 19.4%19.4% - 3.9% 22.6% 3.9% 0% 30.4%30.4% - 3.6% 21.5% 5.2% 0% 30.3%30.3% Lights Lights 576 1895 450 2921 0 2921 503 1811 529 2843 0 2843 587 3369 587 4543 0 4543 518 3206 776 4500 0 4500 - 98.6% 97.2% 95.0% 0% 97.0%97.0% - 99.5% 99.0% 99.7% 0% 99.1%99.1% - 95.6% 98.9% 98.9% 0% 98.5%98.5% - 14807 - 98.3% 0 0 2 0 22 0 2 0 0 22 1 1 1 0 33 0% 0% 0.4% 0% 0.1%0.1% 0% 0.1% 0% 0% 0%0% - 0.2% 0% 0.1% 0% 0.1%0.1% - 0.1% 6 50 6 0 6262 7 52 26 0 8585 3 33 2 0 3838 23 34 8 0 6565 - 250 Pedestrians 3 - - % Pedestrians - 100% - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn 28 - - 100% - - - - - - - - - - - - - - - - - - - - - - 21 - - 100% - - - - - - - - 21 - - 100% - 1.4% 2.8% 4.7% 0% 2.9%2.9% - 0.5% 1.0% 0.3% 0% 0.8%0.8% - 4.2% 1.0% 1.0% 0% 1.4%1.4% - 1.7% 0 2 3 2 7 0 0 3 1 4 3 1 2 4 1 0 2 7 - - - - 0 1 0 0 1 2 2 2 2 8 2 2 2 2 8 3 1 0 0 4 - - - 0 2 1 2 5 0 3 1 3 7 2 1 1 1 5 1 0 3 0 4 - - 509509 572572 806806 915915 2802 2802 877877 843843 899899 925925 3544 3544 1073 1073 1090 1090 1091 1091 1102 1102 4356 4356 1126 1126 1105 1105 1106 1106 1027 1027 4364 4364 - 9 - 1 of 6 54 of 1941138th Street and Lamar Boulevard - TMC 38th Street and Lamar Boulevard - TMC Tue Mar 1, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926437, Location: 30.305179, -97.743069 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Lamar Total: 9112 In: 4568 Out: 4544 5 8 7 1 4 2 3 2 4 5 8 13 3 h t 8 3 ] W [ 3 2 2 6 : l a t o T 8 3 2 3 : t u O 5 8 9 2 : n I 583 1946 456 7 14 0 9 5 4 0 4 3 9 8 5 Out: 4207 In: 4583 Total: 8790 [S] Lamar 4 1 557 1863 510 4 1 7 0 0 6 : l a t o T h t 8 3 ] E [ 0 3 9 2 : n I 7 7 0 3 : t u O 2 of 6 55 of 1941138th Street and Lamar Boulevard - TMC 38th Street and Lamar Boulevard - TMC Tue Mar 1, 2022 AM Peak (8 AM - 9 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926437, Location: 30.305179, -97.743069 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US T R U AppApp Ped* T R U AppApp Ped* T R U AppApp Ped* T R U AppApp Ped* IntInt Leg Direction Time 38th Eastbound 2022-03-01 8:00AM 8:15AM 8:30AM 8:45AM L 18 27 26 51 Total Total 122 135 123 113 148 519 30 28 35 41 134 0 0 0 0 0 183183 178178 174174 240240 775775 38th Westbound Lamar Northbound L 41 29 30 35 135 122 107 97 100 426 32 32 22 38 124 0 0 0 0 0 195195 168168 149149 173173 685685 -- L 32 18 34 27 111 113 116 129 129 487 26 29 27 31 113 0 0 0 0 0 171171 163163 190190 187187 711711 -- Lamar Southbound L 26 49 59 38 229 223 244 224 920 73 62 83 63 0 0 0 0 328328 334334 386386 325325 877877 843843 899899 925925 172 281 1373 0 1373 3544 3544 % Approach 15.7% 67.0% 17.3% 0% % Approach -- - 19.7% 62.2% 18.1% 0% - 15.6% 68.5% 15.9% 0% - 12.5% 67.0% 20.5% 0% -- % Total 3.4% 14.6% 3.8% 0% 21.9%21.9% % Total - 3.8% 12.0% 3.5% 0% 19.3%19.3% - 3.1% 13.7% 3.2% 0% 20.1%20.1% - 4.9% 26.0% 7.9% 0% 38.7%38.7% PHFPHF 0.598 0.877 0.817 0.807 - 0.807 Lights Lights 754754 504 % Lights 97.5% 97.1% 97.8% 0% 97.3%97.3% % Lights 131 119 0 - 0.823 0.873 0.816 0.878 - 0.878 660660 - - 97.8% 96.9% 92.7% 0% 96.4%96.4% 413 115 132 0 - 0.816 0.944 0.911 112 - 111 479 0.936 - 0.936 702702 0 - 0.729 0.943 0.846 278 - 164 909 0.889 - 0.889 1351 0 1351 - 100% 98.4% 99.1% 0% 98.7%98.7% - 95.3% 98.8% 98.9% 0% 98.4%98.4% - 0.958 - 3467 - 97.8% 0 0 1 0 11 0 1 0 0 11 1 0 0 0 11 0% 0% 0.8% 0% 0.1%0.1% 0% 0.2% 0% 0% 0.1%0.1% - 0.6% 0% 0% 0% 0.1%0.1% - 0.1% 3 13 8 0 2424 0 7 1 0 88 7 11 3 0 2121 73 2 2 2 2 8 - - 0 0 0 0 0 - - - 0 1 0 0 11 Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks 0.8% 0% 0% 0% 0.1%0.1% Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks 1.6% 2.9% 2.2% 0% 2.6%2.6% Trucks 15 2020 0 3 2 Pedestrians 0 - % Pedestrians - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 4 - 100% - - - - - - - - - - - - - - - - - - - - - - - - - 8 - 100% - - - - - - - - - 7 - 100% - 2.2% 3.1% 6.5% 0% 3.5%3.5% 0% 1.4% 0.9% 0% 1.1%1.1% - 4.1% 1.2% 1.1% 0% 1.5%1.5% - 2.1% 0 3 1 3 7 - - - - - - 4 - 0 0 3 1 4 - - - - 3 of 6 56 of 1941138th Street and Lamar Boulevard - TMC 38th Street and Lamar Boulevard - TMC Tue Mar 1, 2022 AM Peak (8 AM - 9 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926437, Location: 30.305179, -97.743069 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Lamar Total: 2106 In: 1373 Out: 733 1 8 2 0 2 9 2 7 1 4 3 h t 8 3 ] W [ 3 9 5 1 : l a t o T 8 1 8 : t u O 5 7 7 : n I 122 519 134 2 6 1 1 1 7 8 4 3 1 1 Out: 1189 In: 711 Total: 1900 [S] Lamar 3 124 426 135 1 9 8 4 1 : l a t o T h t 8 3 ] E [ 5 8 6 : n I 4 0 8 : t u O 4 of 6 57 of 1941138th Street and Lamar Boulevard - TMC 38th Street and Lamar Boulevard - TMC Tue Mar 1, 2022 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926437, Location: 30.305179, -97.743069 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US T R U AppApp Ped* T R U AppApp Ped* T R U AppApp Ped* T R U AppApp Ped* IntInt Leg Direction Time 38th Eastbound 2022-03-01 4:45PM 5:00PM 5:15PM 5:30PM L 48 51 41 43 Total Total 183 128 125 112 130 495 20 29 29 33 111 0 0 0 0 0 196196 205205 182182 206206 789789 38th Westbound Lamar Northbound L 34 25 38 31 128 125 115 138 110 488 43 41 37 49 170 0 0 0 0 0 202202 181181 213213 190190 786786 -- L 54 49 48 42 314 324 351 353 44 61 37 41 0 0 0 0 412412 434434 436436 436436 Lamar Southbound L 25 40 29 35 239 220 217 200 876 28 46 28 39 0 0 0 0 292292 306306 274274 274274 % Approach 23.2% 62.7% 14.1% 0% % Approach -- - 16.3% 62.1% 21.6% 0% - 11.2% 78.1% 10.7% 0% -- - 11.3% 76.4% 12.3% 0% -- % Total 4.1% 11.2% 2.5% 0% 17.8%17.8% % Total - 2.9% 11.0% 3.8% 0% 17.7%17.7% - 4.3% 30.2% 4.1% 0% 38.7%38.7% - 2.9% 19.7% 3.2% 0% 25.8%25.8% PHFPHF 0.897 0.952 0.841 0.958 - 0.958 Lights Lights 777777 484 % Lights 99.5% 97.8% 100% 0% 98.5%98.5% % Lights 111 182 0 - 0.842 0.884 0.867 0.923 - 0.923 769769 - - 99.2% 97.7% 97.1% 0% 97.8%97.8% 477 165 127 0 - 0.894 0.950 0.750 183 - 193 1329 0.985 - 0.985 1705 0 1705 - 0.806 0.916 0.766 138 - 122 870 0.936 - 0.936 1130 0 1130 - 100% 99.0% 100% 0% 99.2%99.2% - 94.6% 99.3% 97.9% 0% 98.6%98.6% 193 1342 183 1718 0 1718 129 141 1146 0 1146 0 0 0 0 00 0% 0% 0% 0% 0%0% Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks 0.5% 2.2% 0% 0% 1.5%1.5% Trucks 1212 11 0 0 1 0 0 0 0 00 0 1 0 0 11 0 0 0 0 00 0% 0% 0% 0% 0%0% 0% 0.1% 0% 0% 0.1%0.1% 0% 0% 0% 0% 0%0% 1 11 5 0 1717 0 12 0 0 1212 7 6 3 0 1616 Pedestrians 0 - % Pedestrians - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 9 - 100% - - - - - - - - - - - - - - - - - - - - - - - - - 6 - 100% - - - - - - - - - 5 - 100% - - 0.8% 2.3% 2.9% 0% 2.2%2.2% 0% 0.9% 0% 0% 0.7%0.7% - 5.4% 0.7% 2.1% 0% 1.4%1.4% - 1.3% 1 1 0 3 5 - - - - - 1102 1102 1126 1126 1105 1105 1106 1106 4439 4439 - - - 0.986 - 4381 - 98.7% 1 0% 57 4 4 1 0 9 - - - - 2 3 1 0 6 - - - 0 0 0 0 0 - - - 5 of 6 58 of 1941138th Street and Lamar Boulevard - TMC 38th Street and Lamar Boulevard - TMC Tue Mar 1, 2022 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926437, Location: 30.305179, -97.743069 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Lamar Total: 2841 In: 1146 Out: 1695 1 4 1 6 7 8 9 2 1 3 h t 8 3 ] W [ 1 1 6 1 : l a t o T 2 2 8 : t u O 9 8 7 : n I 183 495 111 2 4 5 170 488 128 4 3 9 5 1 : l a t o T h t 8 3 ] E [ 6 8 7 : n I 7 0 8 : t u O 6 of 6 2 3 9 1 2 4 3 1 3 8 1 Out: 1115 In: 1718 Total: 2833 [S] Lamar 59 of 1941138th Street and Shoal Creek Boulevard - TMC 38th Street and Shoal Creek Boulevard - TMC Tue Mar 1, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926438, Location: 30.307067, -97.747518 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Time 38th Eastbound 38th Westbound Shoal Creek Southbound T U AppApp Ped* R U AppApp Ped* R U AppApp Ped* IntInt 2022-03-01 7:00AM Hourly Total 104 1069 1069 Hourly Total 126 1089 1089 128 181181 L 11 20 53 42 37 28 17 22 39 54 41 44 178 49 41 24 26 140 184 234 262 283 963 225 229 232 279 965 174 220 185 195 774 206 195 181 201 783 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 195195 254254 315315 325325 262262 257257 249249 301301 213213 274274 226226 239239 952952 255255 236236 205205 227227 923923 T 112 140 190 223 665 212 194 225 187 818 279 249 253 235 1016 263 213 200 210 886 5 4 9 19 37 13 15 14 15 57 19 43 43 36 141 34 36 34 19 123 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 117117 144144 199199 242242 702702 225225 209209 239239 202202 875875 298298 292292 296296 271271 1157 1157 297297 249249 234234 229229 1009 1009 L 7 8 13 25 53 23 27 27 22 99 8 3 12 8 31 7 10 7 8 32 13 25 47 43 35 36 38 35 34 19 144 21 27 101 24 37 17 21 99 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2020 3333 6060 6868 5858 6363 6565 5757 243243 4242 2222 3333 3535 132132 3131 4747 2424 2929 131131 7:15AM 7:30AM 7:45AM 8:00AM 8:15AM 8:30AM 8:45AM 4:00PM 4:15PM 4:30PM 4:45PM Hourly Total 5:00PM 5:15PM 5:30PM 5:45PM Hourly Total Total Total % Approach % Approach % Total % Total Lights Lights 548 3485 0 13.6% 86.4% 0% 4033 4033 -- 6.5% 41.2% 0% 47.7%47.7% 3973 3973 3429 544 0 99.3% 98.4% 0% 98.5%98.5% 11 1 0 0 0% 4 0%0% 0% 0% 5959 0 55 0.7% 1.6% 0% 1.5%1.5% - - - - 358 3385 3743 3743 0 90.4% 9.6% 0% -- 40.0% 4.2% 0% 44.2%44.2% 3690 3690 3332 358 0 98.4% 100% 0% 98.6%98.6% 11 0 0 1 0% 52 1.5% - 0 0%0% 0% 0% 5252 0 0% 0% 1.4%1.4% - - - 472 215 0 31.3% 68.7% 0% 687687 -- 2.5% 5.6% 0% 8.1%8.1% 213 468 0 681681 99.1% 99.2% 0% 99.1%99.1% 00 0 0 0 0% 2 0% 0% 0 0%0% 66 4 0.9% 0.8% 0% 0.9%0.9% - - - - % Lights % Lights Articulated Trucks Articulated Trucks % Articulated Trucks % Articulated Trucks Buses and Single-Unit Trucks Buses and Single-Unit Trucks % Buses and Single-Unit Trucks % Buses and Single-Unit Trucks Pedestrians 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 1 1 3 - - - - - - - - 3 0 0 0 0 0 2 1 0 0 3 2 0 0 0 2 0 0 0 0 0 5 - - - - - - - - 5 1972 1972 332332 431431 574574 635635 545545 529529 553553 560560 2187 2187 553553 588588 555555 545545 2241 2241 583583 532532 463463 485485 2063 2063 8463 8463 - - 8344 98.6% 2 0% 117 1.4% 0 3 1 3 7 0 1 0 1 2 1 2 2 3 8 2 2 4 5 13 30 - - - - - - - - 30 - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn % Pedestrians - 100% - - - - - 100% - - - - 100% - 1 of 6 60 of 1941138th Street and Shoal Creek Boulevard - TMC 38th Street and Shoal Creek Boulevard - TMC Tue Mar 1, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926438, Location: 30.307067, -97.747518 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Shoal Creek Total: 1593 In: 687 Out: 906 2 7 4 5 1 2 12 18 1 h t 8 3 ] W [ 0 9 8 7 : l a t o T 7 5 8 3 : t u O 3 3 0 4 : n I 548 3485 4 1 2 358 3385 3 4 7 3 : n I 0 0 7 3 : t u O 3 4 4 7 : l a t o T h t 8 3 ] E [ 2 of 6 61 of 1941138th Street and Shoal Creek Boulevard - TMC 38th Street and Shoal Creek Boulevard - TMC Tue Mar 1, 2022 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926438, Location: 30.307067, -97.747518 T U AppApp Ped* R U AppApp Ped* R U AppApp Ped* IntInt Leg Direction Time 2022-03-01 7:30AM 38th Eastbound L 53 42 37 28 7:45AM 8:00AM 8:15AM Total Total 160 262 283 225 229 999 38th Westbound T 190 223 212 194 819 9 19 13 15 56 199199 242242 225225 209209 875875 -- Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Shoal Creek Southbound 0 0 0 1 1 - - - - - - - - - L 13 25 23 27 88 0 0% - - 6060 6868 5858 6363 249249 -- 0.915 0.915 245245 00 0%0% 47 43 35 36 161 0 - - 0 0 0 0 0 - 0 0 - - 1 3 0 1 5 - - - - - - - - - 574574 635635 545545 529529 2283 2283 0.899 2244 98.3% 0 0% 39 1.7% - - - 0 0 0 0 0 - 0 0 - - % Approach % Approach 13.8% 86.2% 0% 93.6% 6.4% 0% 35.3% 64.7% 0% % Total % Total 7.0% 43.8% 0% 50.8%50.8% 35.9% 2.5% 0% 38.3%38.3% 3.9% 7.1% 0% 10.9%10.9% PHFPHF 0.755 0.883 Lights Lights 160 982 0.918 0.737 801 56 0.904 0.904 857857 0.815 0.856 87 158 % Lights % Lights 100% 98.3% 0% 98.5%98.5% 97.8% 100% 0% 97.9%97.9% 98.9% 98.1% 0% 98.4%98.4% Articulated Trucks Articulated Trucks % Articulated Trucks % Articulated Trucks Buses and Single-Unit Trucks Buses and Single-Unit Trucks 0 0% 0 0 0% 0% 0 17 % Buses and Single-Unit Trucks % Buses and Single-Unit Trucks 0% 1.7% 0% 1.5%1.5% 0 0% 18 2.2% 0 0% 0% 00 0%0% 0 1818 0 0% 0% 2.1%2.1% 0% 0% 1 44 3 1.1% 1.9% 0% 1.6%1.6% 0 - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Pedestrians % Pedestrians - 3 - 100% - - - - - - - 1 - 100% - - 5 100% 0 0 0 0 0 - 0 0 315315 325325 262262 257257 1159 1159 -- 0.892 0.892 1142 1142 00 0%0% 1717 0 0 2 1 3 - - - - - - - - - 3 of 6 62 of 1941138th Street and Shoal Creek Boulevard - TMC 38th Street and Shoal Creek Boulevard - TMC Tue Mar 1, 2022 AM Peak (7:30 AM - 8:30 AM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926438, Location: 30.307067, -97.747518 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Shoal Creek Total: 465 In: 249 Out: 216 1 6 1 8 8 2 3 h t 8 3 ] W [ 9 3 1 2 : l a t o T 0 8 9 : t u O 9 5 1 1 : n I 160 999 1 2 1 56 819 2 6 9 1 : l a t o T h t 8 3 ] E [ 5 7 8 : n I 7 8 0 1 : t u O 4 of 6 63 of 19411T U AppApp Ped* R U AppApp Ped* U AppApp Ped* IntInt 38th Street and Shoal Creek Boulevard - TMC 38th Street and Shoal Creek Boulevard - TMC Tue Mar 1, 2022 PM Peak (4:15 PM - 5:15 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926438, Location: 30.307067, -97.747518 Leg Direction Time 2022-03-01 4:15PM 4:30PM 4:45PM 5:00PM 38th Eastbound L 54 41 44 49 220 185 195 206 806 38th Westbound T 249 253 235 263 43 43 36 34 274274 226226 239239 255255 994994 -- 0 0 0 0 0 - 0 0 0 0 0 0 0 - - - - - - - - - Total Total 188 % Approach % Approach 18.9% 81.1% 0% 1000 156 86.5% 13.5% 0% PHFPHF 0.870 0.916 Lights Lights 185 792 0.907 0.907 977977 0.951 0.907 989 156 % Total % Total 8.3% 35.5% 0% 43.8%43.8% 44.0% 6.9% 0% 50.9%50.9% 1.3% 4.0% 0% 5.3%5.3% % Lights % Lights 98.4% 98.3% 0% 98.3%98.3% 98.9% 100% 0% 99.0%99.0% 100% 100% 0% 100%100% Articulated Trucks Articulated Trucks % Articulated Trucks % Articulated Trucks Buses and Single-Unit Trucks Buses and Single-Unit Trucks 0 0% 3 0 0% 0% 0 14 00 0%0% 1717 % Buses and Single-Unit Trucks % Buses and Single-Unit Trucks 1.6% 1.7% 0% 1.7%1.7% 0 0% 11 1.1% 0 0% 0% 00 0%0% 0 1111 0 0% 0% 1.0%1.0% - - - - *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn Pedestrians % Pedestrians 0 - - - - - - - - - - 1 - 100% Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Shoal Creek Southbound 0 1 0 0 1 - - - - - - - - - 24.8% 75.2% 0% 0.625 0.843 12 L 3 8 7 30 30 0 0% 0 0% - - R 19 21 27 24 91 91 0 - - 2222 3333 3535 3131 121121 -- 0.864 0.864 121121 00 0%0% 00 0%0% 0 0 0 0 0 - 0 0 - - 0% 0% 0 0 0% 0% 2 2 3 2 9 - - - - - - - - - 588588 555555 545545 583583 2271 2271 0.966 2243 98.8% 0 0% 28 1.2% - - - - - 9 100% 292292 296296 271271 297297 1156 1156 -- 0.973 0.973 1145 1145 0 0 0 0 0 - 0 0 - - 5 of 6 64 of 1941138th Street and Shoal Creek Boulevard - TMC 38th Street and Shoal Creek Boulevard - TMC Tue Mar 1, 2022 PM Peak (4:15 PM - 5:15 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926438, Location: 30.307067, -97.747518 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Shoal Creek Total: 465 In: 121 Out: 344 1 9 0 3 5 4 1 9 0 1 : t u O 4 9 9 : n I h t 8 3 ] W [ 5 8 0 2 : l a t o T 188 806 156 1000 6 5 1 1 : n I 6 3 8 : t u O 2 9 9 1 : l a t o T h t 8 3 ] E [ 1 6 of 6 65 of 1941140th Street and Lamar - TMC 40th Street and Lamar - TMC Wed Mar 2, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926440, Location: 30.307848, -97.741389 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Time 40th St Eastbound L T R U AppApp Ped* R U AppApp Ped* R U AppApp Ped* R U AppApp Ped* IntInt Central Market Westbound L T Lamar Northbound T L Lamar Southbound L T 2022-03-02 7:00AM 7:15AM 7:30AM 7:45AM Hourly Total 8:00AM 8:15AM 8:30AM 8:45AM Hourly Total 4:00PM 4:15PM 4:30PM 4:45PM Hourly Total 5:00PM 5:15PM 5:30PM 5:45PM Hourly Total 2 5 4 10 21 5 6 8 7 26 11 5 13 14 43 20 23 13 14 70 1 0 1 1 3 2 1 2 2 7 6 7 12 6 31 9 9 3 4 25 8 6 6 5 25 11 7 15 12 45 5 1 10 7 23 9 9 3 5 26 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1111 1111 1111 1616 4949 1818 1414 2525 2121 7878 2222 1313 3535 2727 9797 3838 4141 1919 2323 0 66 117 160 119 Total Total 160 0 345345 % Approach % Approach 46.4% 19.1% 34.5% 0% -- % Total 1.7% 0.7% 1.3% 0% 3.7%3.7% % Total Lights 342342 65 Lights % Lights % Lights 100% 98.5% 98.3% 0% 99.1%99.1% Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks 0% 0% 0% 0% 0%0% 00 33 0 0 2 0 0 0 1 0 % Buses and % Buses and Single-Unit Single-Unit Trucks Trucks 1 2 0 2 5 0 0 0 1 1 1 1 2 1 5 1 0 2 0 3 - - - 2 1 5 5 13 6 11 18 15 50 32 21 14 31 98 27 29 26 24 0 0 2 0 2 2 3 3 1 9 5 4 5 3 17 4 4 3 6 17 2 4 3 0 9 8 11 12 15 46 20 23 25 17 85 23 22 29 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 44 55 1010 55 2424 1616 2525 3333 3131 105105 5757 4848 4444 5151 200200 5454 5555 5858 6060 227227 4 5 8 9 26 6 4 1 4 75 101 112 111 399 164 159 149 153 15 625 4 311 4 349 3 317 1 304 12 1281 420 3 376 2 356 1 3 312 9 1464 10 5 3 10 28 14 20 10 13 57 25 16 21 20 82 26 18 30 15 89 0 0 0 0 0 0 0 0 8989 111111 123123 130130 453453 184184 183183 160160 0 170170 0 697697 0 340340 0 369369 0 341341 325325 0 0 1375 1375 449449 0 396396 0 387387 0 330330 0 1562 0 1562 1 2 5 10 18 14 9 12 129 224 265 315 933 369 316 403 12 294 47 1382 213 11 193 18 215 22 242 19 863 70 250 23 239 26 217 32 22 103 217 923 1 5 1 6 13 3 5 3 3 14 1 0 3 2 6 1 2 0 0 3 0 0 0 0 0 0 0 0 131131 231231 271271 331331 964964 386386 330330 418418 309309 0 0 1443 1443 225225 0 211211 0 240240 0 263263 0 939939 0 274274 0 267267 0 249249 0 239239 0 1029 0 1029 3 3 1 1 8 1 2 2 3 8 4 4 2 4 14 5 9 6 2 22 235235 358358 415415 482482 1490 1490 604604 552552 636636 531531 2323 2323 644644 641641 660660 666666 2611 2611 815815 759759 713713 652652 2939 2939 121121 106 104 14 244 267 45 0 556556 - 48.0% 8.1% 43.9% 0% -- - 2.9% 0.5% 2.6% 0% 5.9%5.9% - 554554 - 99.6% 100% 99.6% 0% 99.6%99.6% 243 266 45 0 12 256 62 3769 0 4087 4087 - 1.5% 92.2% 6.3% 0% -- - 0.7% 40.3% 2.7% 0% 43.7%43.7% - 4019 0 4019 - 100% 98.2% 100% 0% 98.3%98.3% 62 3701 256 36 238 4101 0 4375 4375 - 5.4% 93.7% 0.8% 0% -- - 2.5% 43.8% 0.4% 0% 46.7%46.7% - 4296 0 4296 - 99.2% 98.2% 94.4% 0% 98.2%98.2% 236 4026 34 52 9363 9363 - - - - - 9211 - 98.4% 0 0 0 0 00 0 5 0 0 55 1 6 0 0 77 - 12 0% 0% 0% 0% 0%0% 0% 0.1% 0% 0% 0.1%0.1% - 0.4% 0.1% 0% 0% 0.2%0.2% - 0.1% 1 0 0 0 1 0 0 1 0 1 1 2 1 1 5 2 2 2 - - 5 11 18 1 0 1 0 22 0 63 0 0 6363 1 69 2 0 7272 - 140 0% 1.5% 1.7% 0% 0.9%0.9% - 0.4% 0% 0.4% 0% 0.4%0.4% 0% 1.7% 0% 0% 1.5%1.5% - 0.4% 1.7% 5.6% 0% 1.6%1.6% - 1.5% Pedestrians - - - - - 14 - - - - - 12 - % Pedestrians - 100% *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 100% - - - - - - - - - - - - - - - - 18 - 100% - - - - - - - - - 52 - 100% - 0 3 2 0 5 0 0 0 1 1 0 1 0 0 1 1 0 2 2 5 - - - - 1 of 6 66 of 1941140th Street and Lamar - TMC 40th Street and Lamar - TMC Wed Mar 2, 2022 Full Length (7 AM-9 AM, 4 PM-6 PM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926440, Location: 30.307848, -97.741389 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Lamar Total: 8548 In: 4375 Out: 4173 6 3 1 0 1 4 8 3 2 27 25 t S h t 0 4 ] W [ 8 8 4 : l a t o T 3 4 1 : t u O 5 4 3 : n I 9 160 66 119 5 9 2 6 9 6 7 3 9 6 5 2 Out: 4487 In: 4087 Total: 8574 [S] Lamar 6 244 45 267 6 t e k r a M l a r t n e C ] E [ 6 1 1 1 : l a t o T 6 5 5 : n I 0 6 5 : t u O 2 of 6 67 of 1941140th Street and Lamar - TMC 40th Street and Lamar - TMC Wed Mar 2, 2022 AM Peak (8 AM - 9 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926440, Location: 30.307848, -97.741389 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Time 40th St Eastbound 2022-03-02 8:00AM 8:15AM 8:30AM 8:45AM L 5 6 8 7 Total Total 26 Central Market Westbound Lamar Northbound Lamar Southbound R U AppApp Ped* R U AppApp Ped* T R U AppApp Ped* T R U AppApp Ped* IntInt 11 7 15 12 45 0 0 0 0 0 1818 1414 2525 2121 7878 -- L 6 11 18 15 50 T 2 3 3 1 9 8 11 12 15 46 0 0 0 0 0 1616 2525 3333 3131 105105 -- L 6 4 1 4 15 164 159 149 153 625 14 20 10 13 57 0 0 0 0 0 184184 183183 160160 170170 697697 -- L 14 9 12 12 369 316 403 294 3 5 3 3 0 0 0 0 386386 330330 418418 309309 604604 552552 636636 531531 47 1382 14 1443 0 1443 2323 2323 % Approach 33.3% 9.0% 57.7% 0% % Approach - 47.6% 8.6% 43.8% 0% - 2.2% 89.7% 8.2% 0% - 3.3% 95.8% 1.0% 0% -- % Total 1.1% 0.3% 1.9% 0% 3.4%3.4% % Total - 2.2% 0.4% 2.0% 0% 4.5%4.5% - 0.6% 26.9% 2.5% 0% 30.0%30.0% - 2.0% 59.5% 0.6% 0% 62.1%62.1% PHFPHF 0.813 0.875 0.750 0.780 - 0.780 - 0.694 0.750 0.767 0.795 - 0.795 - 0.625 0.953 0.713 0.947 - 0.947 - 0.839 0.857 0.700 0.863 - 0.863 Lights Lights 26 43 0 7676 % Lights 100% 100% 95.6% 0% 97.4%97.4% % Lights - 50 104104 - 100% 100% 97.8% 0% 99.0%99.0% 45 9 0 15 604 57 0 676676 46 1358 14 1418 0 1418 - 100% 96.6% 100% 0% 97.0%97.0% - 97.9% 98.3% 100% 0% 98.3%98.3% - 0.913 - 2274 - 97.9% 0 0 0 00 0 0 0 0 00 0 1 0 0 11 1 1 0 0 22 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 0% 0.2% 0% 0% 0.1%0.1% - 2.1% 0.1% 0% 0% 0.1%0.1% - 0.1% T 2 1 2 2 7 7 0 0 0 2 0 22 0 0 1 0 11 0 20 0 0 2020 0 23 0 0 2323 46 Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks Trucks 0% 0% 4.4% 0% 2.6%2.6% 0% 0% 2.2% 0% 1.0%1.0% 0% 3.2% 0% 0% 2.9%2.9% 0% 1.7% 0% 0% 1.6%1.6% - 2.0% Pedestrians - 1 % Pedestrians - 100% *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 1 - 100% - - - - - - - - - - - - - - - - - - - - - - - - - 1 - 100% - - - - - - - - - 8 - 100% 1 2 2 3 8 - - - - - - 3 - 0 0 0 1 1 - - - - - 0 0 1 0 1 - - - - 0 0 0 1 1 - - - - 3 of 6 68 of 1941140th Street and Lamar - TMC 40th Street and Lamar - TMC Wed Mar 2, 2022 AM Peak (8 AM - 9 AM) All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926440, Location: 30.307848, -97.741389 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Lamar Total: 2140 In: 1443 Out: 697 4 1 2 8 3 1 7 4 6 2 t S h t 0 4 ] W [ 6 1 1 : l a t o T 8 3 : t u O 8 7 : n I 1 26 7 45 1 5 1 5 2 6 7 5 Out: 1477 In: 697 Total: 2174 [S] Lamar 46 9 50 1 t e k r a M l a r t n e C ] E [ 6 1 2 : l a t o T 5 0 1 : n I 1 1 1 : t u O 4 of 6 69 of 1941140th Street and Lamar - TMC 40th Street and Lamar - TMC Wed Mar 2, 2022 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926440, Location: 30.307848, -97.741389 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US Leg Direction Time 40th St Eastbound 2022-03-02 4:45PM 5:00PM 5:15PM 5:30PM Total Total T 6 9 9 3 L 14 20 23 13 70 Central Market Westbound Lamar Northbound Lamar Southbound R U AppApp Ped* R U AppApp Ped* T R U AppApp Ped* L T R U AppApp Ped* IntInt 7 9 9 3 0 0 0 0 0 2727 3838 4141 1919 125125 -- L 31 27 29 26 T 3 4 4 3 17 23 22 29 91 0 0 0 0 0 5151 5454 5555 5858 218218 -- L 1 3 2 1 304 420 376 356 0 0 0 0 325325 449449 396396 387387 20 26 18 30 94 19 23 26 32 242 250 239 217 948 0 0 0 0 263263 274274 267267 249249 2 1 2 0 5 27 28 113 14 7 1456 1557 0 1557 100 1053 0 1053 24 2953 2953 % Approach 56.0% 21.6% 22.4% 0% % Approach - 51.8% 6.4% 41.7% 0% - 0.4% 93.5% 6.0% 0% -- - 9.5% 90.0% 0.5% 0% -- % Total 2.4% 0.9% 0.9% 0% 4.2%4.2% % Total - 3.8% 0.5% 3.1% 0% 7.4%7.4% - 0.2% 49.3% 3.2% 0% 52.7%52.7% - 3.4% 32.1% 0.2% 0% 35.7%35.7% PHFPHF 0.761 0.750 0.778 0.762 - 0.762 - 0.911 0.875 0.784 0.940 - 0.940 - 0.583 0.867 0.783 0.867 - 0.867 - 0.781 0.948 0.625 0.961 - 0.961 Lights Lights 70 26 28 0 124124 % Lights 100% 96.3% 100% 0% 99.2%99.2% % Lights - 112 217217 - 99.1% 100% 100% 0% 99.5%99.5% 14 91 0 7 1443 94 1544 0 1544 100 936 5 1041 0 1041 - 100% 99.1% 100% 0% 99.2%99.2% - 100% 98.7% 100% 0% 98.9%98.9% - 0.906 - 2926 - 99.1% 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0 0 0 0 00 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 0% 0% 0% 0% 0%0% 0 1 0 0 11 1 0 0 0 11 0 13 0 0 1313 0 12 0 0 1212 1 1 0 2 4 - - - Articulated Articulated Trucks Trucks % Articulated % Articulated Trucks Trucks Buses and Buses and Single-Unit Single-Unit Trucks Trucks % Buses and % Buses and Single-Unit Single-Unit Trucks Trucks 0% 3.7% 0% 0% 0.8%0.8% - 0.9% 0% 0% 0% 0.5%0.5% 0% 0.9% 0% 0% 0.8%0.8% 0% 1.3% 0% 0% 1.1%1.1% - 0.9% Pedestrians - 4 % Pedestrians - 100% *Pedestrians and Bicycles on Crosswalk. L: Left, R: Right, T: Thru, U: U-Turn - 3 - 100% - - - - - - - - - - - - - - - - - - - - - - - - - 7 - 100% - - - - - - - - - 24 - 100% 4 5 9 6 - - - - - 666666 815815 759759 713713 - - - 0 0% 27 0 1 0 2 3 - - - - - 1 2 2 2 7 - - - - - 5 of 6 70 of 1941140th Street and Lamar - TMC 40th Street and Lamar - TMC Wed Mar 2, 2022 PM Peak (4:45 PM - 5:45 PM) - Overall Peak Hour All Classes (Lights, Articulated Trucks, Buses and Single-Unit Trucks, Pedestrians) All Movements ID: 926440, Location: 30.307848, -97.741389 Provided by: C. J. Hensch & Associates Inc. 5215 Sycamore Ave., Pasadena, TX, 77503, US [N] Lamar Total: 2670 In: 1053 Out: 1617 5 8 4 9 0 0 1 12 12 t S h t 0 4 ] W [ 1 5 1 : l a t o T 6 2 : t u O 5 2 1 : n I 2 70 27 28 2 4 7 6 5 4 1 3 4 9 Out: 1089 In: 1557 Total: 2646 [S] Lamar 2 91 14 113 1 t e k r a M l a r t n e C ] E [ 9 3 4 : l a t o T 8 1 2 : n I 1 2 2 : t u O 6 of 6 71 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET AM Peak 2022 Existing Traffic Conditions X.X% XXXX X.XX = Percent Heavy Vehicles = Intersection Total Volume = Peak Hour Factor Shoal Creek Blvd 38th St rght 161 left thru left 88 160 999 1.7% 2283 0.90 56 819 rght thru 57 -312 N Lamar Blvd thru 1382 rght 14 40th St rght 281 2.1% 2323 0.91 2.2% 3544 0.96 left 47 26 7 45 -104 left 172 122 519 134 left thru rght thru 920 left thru rght Central Market Dr 46 9 50 15 left -36 124 426 135 111 left rght thru left 625 thru rght thru left 487 thru 57 rght 113 rght Guadalupe St rght 186 -184 -196 thru 635 left thru rght left 105 119 348 141 3.1% 2679 0.92 52 580 88 103 left rght thru left 277 thru 45 rght 4/14/2022 72 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET AM Peak 2028 Forecasted (without Site) Traffic Conditions Existing Year Buildout Year Growth Rate Growth Factor 2021 2028 3% 1.23 Shoal Creek Blvd 38th St 2807.8 rght 198 left thru left 108 197 1229 69 1007 rght thru 70 -384 N Lamar Blvd rght 17 40th St thru 1700 left thru rght left thru rght left 58 32 9 55 -128 left 212 150 638 165 rght 346 thru 1131 57 11 61 18 left -44 153 524 166 137 left rght thru left 769 thru rght thru left 599 thru 70 rght 139 rght 2857 Central Market Dr Guadalupe St 4358.7 3294.8 rght 229 -226 -241 thru 781 left thru rght left 129 146 428 173 64 713 108 127 left rght thru left 341 thru 55 rght 4/14/2022 73 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET AM Peak 2028 Site Traffic Condition rght left 40th St 38 Central Market Dr Guadalupe St rght 10 0 0 thru 3 left thru rght left 5 6 4 48 13 8 left rght thru left thru rght N Lamar Blvd left 0 27 4 8 left 0 left 7 15 4 95 rght thru left 12 thru rght thru left 5 thru rght rght thru 25 left thru rght thru 10 left thru rght rght thru left 0 thru rght 15 8 left left 5 4 27 Medical Pkwy 35th St rght Shoal Creek Blvd 38th St 36 rght left thru left 6 18 3 9 rght thru 0 0 -3 0 thru 1 left thru rght 2 44 9 left thru left 21 rght rght 10 B 39 rght thru 101 A exit 62 C 69 thru rght 5 19 SITE enter 127 34th St left 19 8 rght 4 left thru 4/14/2022 74 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET AM Peak 2028 Site + Forecasted Traffic Conditions X.X% XXXX = Percent Site Traffic = Intersection Total Volume Shoal Creek Blvd 38th St rght 198 left thru left 115 197 1246 72 1.3% 1016 2844 rght thru 32 -382 N Lamar Blvd rght 17 40th St 1.3% 2895 2.1% 4453 thru 1725 left thru rght left thru rght left 58 32 9 55 -128 left 212 157 653 169 rght 361 thru 1142 Central Market Dr 57 11 61 18 left -44 153 551 170 144 left rght thru left 781 thru rght thru left 604 thru 70 rght 139 rght Guadalupe St rght 239 -226 -241 1.4% 3343 thru 784 left thru rght left 129 151 434 177 64 726 108 134 left rght thru left 341 thru 55 rght 4/14/2022 75 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET PM Peak 2022 Existing Traffic Conditions X.X% XXXX X.XX = Percent Heavy Vehicles = Intersection Total Volume = Peak Hour Factor Shoal Creek Blvd 38th St rght 91 left thru left 30 188 806 rght thru 156 1.2% 1000 2271 0.97 334 -47 N Lamar Blvd rght 5 40th St rght 141 thru 948 left thru rght thru 876 left thru rght left 100 70 27 28 57 left 129 183 495 111 rght thru left rght thru left 91 14 113 7 left -138 170 488 128 193 left 0.9% 2953 0.91 1.3% 4439 0.99 Central Market Dr 1456 thru 94 rght Guadalupe St rght 122 58 81 thru 572 left thru rght left 88 217 539 132 1.4% 3448 0.96 1342 thru 183 rght 102 410 124 196 left rght thru left 827 thru 119 rght 4/14/2022 76 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET PM Peak 2028 Forecasted (without Site) Traffic Conditions Existing Year Buildout Year Growth Rate Growth Factor 2021 2028 3% 1.23 Shoal Creek Blvd 38th St 2793 rght 112 left thru left 37 231 991 192 1230 rght thru 411 -58 N Lamar Blvd thru 1166 left 123 rght 6 40th St left thru rght left thru rght 86 33 34 70 left 159 225 609 137 rght 173 thru 1077 rght thru left rght thru left 112 17 139 9 left -170 209 600 157 237 left 3631.8 Central Market Dr 1791 thru 116 rght Guadalupe St 5459.4 4240.6 rght 150 71 100 thru 703 left thru rght left 108 267 663 162 1650 thru 225 rght rght thru left 125 504 153 241 left 1017 thru 146 rght 4/14/2022 77 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET PM Peak 2028 Site Traffic Condition rght left 40th St 41 Central Market Dr Guadalupe St rght 6 0 0 thru 1 left thru rght left 11 13 8 50 7 4 left rght thru left thru rght N Lamar Blvd left 0 15 2 4 left 0 left 16 32 8 102 rght thru left 27 thru rght thru left 11 thru rght rght thru 14 left thru rght thru 6 left thru rght rght thru left 1 thru rght 9 4 left left 11 8 30 Medical Pkwy 35th St rght Shoal Creek Blvd 38th St 39 rght left thru left 4 10 7 19 rght thru 0 0 2 7 thru 0 left thru rght 5 24 20 left thru left 46 rght rght 6 B 22 rght thru 109 A exit 133 C 74 thru rght 3 11 SITE enter 71 34th St left 41 4 rght 8 left thru 4/14/2022 78 of 19411Ascension Seton 38th TIA Compliance DISTRIBUTION SPREADSHEET PM Peak 2028 Site + Forecasted Traffic Conditions X.X% XXXX = Percent Site Traffic = Intersection Total Volume Shoal Creek Blvd 38th St rght 112 left thru left 40 231 1001 199 1.4% 1248 2832 rght thru 408 -15 N Lamar Blvd thru 1180 left 123 rght 6 40th St 1.1% 3673 left thru rght left thru rght 86 33 34 70 left 159 241 641 144 rght 182 thru 1083 1.8% 5561 rght thru left rght thru left 112 17 139 9 left -170 209 615 160 242 left Central Market Dr 1817 thru 116 rght Guadalupe St rght 156 71 100 1.2% 4291 thru 705 left thru rght left 108 278 676 170 1661 thru 225 rght rght thru left 125 511 153 245 left 1017 thru 146 rght 4/14/2022 79 of 19411TRAFFIC SIGNAL INTERSECTION: DATE: GRP: LOC: VRS: HUB: ZONE: SEC: ENGINEER: 9/7/2021 103I 4 + 2 + PHASEMODE 4 + 1 + ACT CONFIG #1 #2 #3 #4 #5 1 + ACTIVE CONTROL PARAMETERS CITY OF AUSTIN TRAFFIC SIGNAL TIMING & PHASING SHEETS Lamar @ 38th 4 + 2 + RINGS 1, 2, a, 3, 4, b 5, 6, a, 7, 8, b 2 + 3 + PL # + PLAN MODE PHASE 1 PHASE 2 RING 1: RING 2: RING 1: RING 2: STARTUP REDSTRT PED YELFLASH FLASH/ENT FLASH/EXIT 2, 6 1, 3, 4, 5, 7, 8 2, 4, 6, 8 PHASE OVERLAP PREEMPT CABINET DETECTOR COORD 1 1 1 2 2 1 PL PLAN MODE MAX GRN PH DATA OL DATA PH SEQ ACT CONF ENA OFF VAR CYCLE COORD MAX 1 COORD MAX 1 COORD MAX 1 COORD MAX 1 COORD MAX 1 COORD MAX 1 1 1 1 1 2 1 4 4 4 4 1 4 1 1 1 1 1 1 1 1 1 1 1 1 A A A A A A 35 45 116 35 32 35 5 5 5 5 5 5 SCHEDULE ENA ENA ENA ENA ENA ENA ENA ENA HR M S M T W T X 0 X X X X 0 X 6 30 X X X X 9 30 X X X X 9 30 X X X X 15 0 19 0 X X X 22 0 X X X X X X X F S X X X X X X X X X PL 7 2 1 8 3 5 7 HOLD / YLD 2, 6 2, 6 2, 6 130 140 150 130 2, 6 60 130 2, 6 2, 6 EV 1 2 3 4 5 6 7 8 9 10 11 12 CONTROL MODE: MAN PLN: 1 4 + 7 + MISC FREE PLN: SCHEDULE 1 DFSCHED: 4 + 2 + COORD CONFIG 1 TRANSITION MODE: 3:30 START UP FLASH: SYNCHRO MODE: BEST RED REVERT: MAX DWELL TIME: 0 FLASH CLR: SPECIAL FUNCTIONS AUXILIARY 1 2 3 4 5 6 7 8 1 2 3 4 N 1 2 6 10 11 12 13 14 15 16 17 18 19 20 DETECTORS 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 E C N E U Q E S S M A R P D E P S G A L F & PHASES TABLE 1 TABLE 2 TABLE 3 TABLE 4 TABLE 5 PHASES ENABLE CALLPHAS OVERLAP 1 0 0 0 0 0 1 2 0 0 0 0 0 2 3 0 1 1 0 0 3 4 0 0 0 0 0 4 X X X X 8 2 4 6 5 0 1 0 1 1 5 6 0 0 0 0 0 6 7 0 0 0 1 0 7 8 0 0 0 0 0 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 11 12 13 14 15 16 17 18 19 20 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H E V S R E T E M A R A P ENABLE CALL EXTEND ADD INIT RED LOCK YEL LOCK G CALL PHASE A SWTCH PHAS L F OVERLAP X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 4 X X X 1 5 2 6 3 7 4 8 1 5 2 6 SIGNAL PHASING DIAGRAM - NUMBERS REPRESENT GREEN TIME (SECONDS) 1 OL L OL I OL I 6 4 6 DELAY 8 8 8 8 1 2 3 4 5 6 7 8 9 10 11 13 20 I Y T R O R P I P L A N 9 0 0 0 0 0 9 3 8 OL L 38th OL J OL J Lamar 1 12 2 11 3 13 5 12 7 8 12 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 32 56 44 28 31 28 OL K OL K 2 5 2 8 12 9 25 14 + 4 + 1 14.5 + 4 + 1.5 14.5 + 4 + 1.5 + 4 + 1 11.5 + 4 + 1.5 11.5 + 4 + 1.5 + 4 + 1 + 4 + 1 10.5 14.5 + 4 + 1.5 11.5 + 4 + 1.5 + 4 + 1.5 14.5 + 4 + 1.5 14 10 15 14 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 30.5 + 4 + 1.5 + 4 + 1 + 4 + 1 14 + 4 + 1 14.5 + 4 + 1.5 14.5 + 4 + 1.5 14 + 4 + 1 4 7 H E V P L A N P L A N 80 of 19411PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 7 8 9 10 11 12 13 14 15 16 17 18 PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 PLAN MIN NOM CYCLE 130 MAX 8 20 8 8 20 8 20 8 10 17 54 20 39 19 52 19 40 25 65 25 40 25 65 20 45 PHASES PHASE DATA TABLE PH 1 PH 2 9 - 20 1, 3, 5, 7, 9 - 20 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NOMAX LOK 2+ 3 + PL # + MIN SPLIT NOM SPLIT MAX SPLIT 2, 6 2, 6 2, 6 4, 8 4, 8 2, 4, 6, 8 2, 6 11, 14 # 1 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR 1, 3, 4, 5, 7, 8 PHASE 1 MAX INIT GRN 3 6 5 4 2 PLAN CYCLE 130 1 20 8 20 8 8 17 54 20 39 17 25 70 25 50 25 PLAN 2 8 20 8 20 8 CYCLE 140 16 75 17 32 14 25 90 25 45 30 PLAN 3 15 40 15 30 15 NOTE: CYCLE 150 18 79 16 37 30 PLAN 20 = FREE MODE PLAN 5 8 20 8 20 8 30 100 30 50 45 PLAN 33 = FLASH MODE CYCLE 130 17 54 20 39 19 25 70 25 50 25 PLAN CYCLE 7 60 20 36 70 20 24 50 20 54 70 20 77 85 40 67 85 20 52 70 20 36 70 8 15 19 40 25 50 8 10 15 34 25 45 15 30 20 33 30 50 8 10 19 40 25 45 10 24 50 T U P N I S L E N N A H C FUNCTION TYPE FUNCTION INDEX UNIT CONNECTOR / BUI PIN CHANNEL IN 1 CHANNEL IN 2 LOGIC B S B N T L " P " R A M A L B E T L " P " B W H T 8 3 B N B S T L " P " R A M A L B W T L " P " B E H T 8 3 5.0 1.0 25.0 25.0 0.0 4.0 1.0 15.0 1.0 40.0 40.0 0.0 4.0 1.0 7.0 20.0 5.0 2.0 25.0 25.0 0.0 4.0 1.5 5.0 2.0 25.0 25.0 0.0 4.0 1.0 7.0 19.0 5.0 1.0 25.0 25.0 0.0 4.0 1.0 15.0 1.0 40.0 40.0 0.0 4.0 1.0 7.0 24.0 5.0 1.0 25.0 25.0 0.0 4.0 1.0 5.0 1.0 25.0 25.0 0.0 4.0 1.5 7.0 18.0 MIN PLAN NOM CYCLE MAX MIN MAX PLAN NOM CYCLE PLAN CYCLE MIN PLAN NOM CYCLE MAX 10 Change ONLY the following: 1 2 3 4 5 6 7 8 9 11 12 13 14 15 16 17 18 19 20 21 81 of 19411 T U P T U O I I D E F D O M = M Y R A D N O C E S = S I Y R A M R P = P S L E N N A H C FUNCTION TYPE FUNCTION INDEX CONNECTOR / BUI 1 PIN 1 CONNECTOR / BUI 2 PIN 2 CONNECTOR / BUI 3 PIN 3 PHASES TYPE OVL A OVL B OVL C OVL D OVL E OVL F OVL G OVL H I N O T A R U G F N O C I P A L R E V O OVL J 142 OVL K 142 OVL L 142 OVL M OVL N OVL O OVL P 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P P P P P P P P P P S P P S M P P S M P P S M P P P P OVL I 142 X M X X X X X X X 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OVERLAPS A B C D E F G H I J K L M N O P I S G N T T E S P A L R E V O / S G A L F M A R A P ENABLE PED OVERLAP FLASH YELLOW ALT FLASH HZ S G A L F S R E T E M A R A P RECALL PRIMARY RECALL SEC PED RECALL PED RECYCLE AUTO EXTEND MIN GREEN MAX GREEN GREEN CLEAR YEL CLEAR RED CLEAR WALK PED CLEAR RESERVICE 1 3 4 PRE - EMPT ENABLE NO MEM LOK MAN ENABLE NO OVER FLSH NO OVER NEXT OMIT IN DELAY RE MAX PRES PED NOT DARK S G A L F T P M E E R P E MIN PRESENCE M T DELAY I X X X X 4 1 4 1 4 1 4 1 5 6 SETTINGS 1 3 4 5 6 I I G STRT MIN GRN N M T STRT WALK STRT PED CLR ENT 1 PHASE ENT 2 PHASE S G A L F E S A H P DWELL PHASE INITIAL DWELL DWELL PED RECAL PHASE EXIT PHASE 82 of 19411PHASES PHASE DATA TABLE PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 B N R A M A L B W H T 8 3 15.0 1.0 40.0 40.0 0.0 4.0 1.0 7.0 20.0 5.0 2.0 25.0 25.0 0.0 4.0 1.0 7.0 19.0 B S R A M A L 15.0 1.0 40.0 40.0 0.0 4.0 1.0 7.0 24.0 B E H T 8 3 5.0 1.0 25.0 25.0 0.0 4.0 1.5 7.0 18.0 NOMAX LOK 1, 3, 4, 5, 7, 8 PHASES MAX INIT GRN PHASE DATA TABLE PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE 1, 3, 5, 7, 9 - 20 1, 3, 5, 7, 9 - 20 2, 6 2, 6 2, 6 4, 8 4, 8 2, 4, 6, 8 2, 6 11, 14 # 2 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP # 6 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP NOMAX LOK MAX INIT GRN 83 of 19411PHASES PHASE DATA TABLE PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK NOTES: # 4 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN 84 of 19411TRAFFIC SIGNAL INTERSECTION: DATE: GRP: LOC: VRS: HUB: ZONE: SEC: ENGINEER: Guadalupe @ 38th 4 + 2 + RINGS 1, 2, a, 3, 4, b 5, 6, a, 7, 8, b PHASE 1 PHASE 2 RING 1: RING 2: RING 1: RING 2: 7/9/2019 48E 4 + 2 + PHASEMODE STARTUP REDSTRT PED YELFLASH FLASH/ENT FLASH/EXIT 2, 6 1, 3 - 5, 7 - 10 2, 4, 6, 8 2, 6 4, 8 2, 6 PHASE OVERLAP PREEMPT CABINET DETECTOR COORD 1 1 1 2 2 1 4 + 1 + ACT CONFIG #1 #2 #3 #4 #5 1 + ACTIVE CONTROL PARAMETERS CITY OF AUSTIN TRAFFIC SIGNAL TIMING & PHASING SHEETS CONTROL MODE: MAN PLN: 1 4 + 7 + MISC FREE PLN: SCHEDULE 1 1 4 + 2 + COORD CONFIG DFSCHED: TRANSITION MODE: 3:30 START UP FLASH: SYNCHRO MODE: BEST RED REVERT: MAX DWELL TIME: 0 FLASH CLR: SPECIAL FUNCTIONS AUXILIARY 1 2 3 4 5 6 7 8 1 2 3 4 N 1 2 6 2 + 3 + PL # + PLAN MODE PL PLAN MODE PH DATA PH SEQ OL DATA ACT CONF ENA OFF MAX GRN MAX 1 MAX 1 MAX 1 COORD COORD COORD COORD MAX 1 COORD COORD MAX 1 MAX 1 1 1 1 1 2 1 1 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 A A A A A A 113 17 33 107 34 115 SCHEDULE ENA ENA ENA ENA ENA ENA ENA ENA 0 X HR M S M T W T X X X X 0 X X X X 6 30 9 30 X X X X 9 30 X 15 0 19 0 22 0 X X X X X X X X X X X X X S X X X PL 7 2 1 8 3 5 7 HOLD / YLD VAR CYCLE 5 2, 6 120 5 5 5 130 130 130 2, 6 2, 6 2, 6 EV 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 2, 6 2, 6 60 130 5 5 F X X X X X X 5 X X X I Y T R O R P I E C N E U Q E S S M A R P D E P S G A L F & PHASES TABLE 1 TABLE 2 TABLE 3 TABLE 4 PHASES ENABLE CALLPHAS OVERLAP 1 0 1 0 1 1 X 2 6 X X X 8 6 4 2 0 0 0 0 2 3 1 1 0 0 3 5 1 4 6 7 8 9 10 11 12 13 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 NOTE: ZERO DENOTES THE HIGHEST PRIORITY 9 10 11 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 0 4 5 6 7 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H E V 14 15 16 17 18 19 20 1 X X X 2 3 4 X X X X X X X X X 6 7 8 X X X X X X X X X 9 X X X X X X X X X X X X 10 11 12 13 14 15 16 17 18 19 20 1 5 2 6 3 7 4 8 2 6 4 8 DETECTORS S R E T E M A R A P ENABLE CALL EXTEND ADD INIT RED LOCK YEL LOCK G CALL PHASE A L F SWTCH PHAS OVERLAP H E V DELAY SIGNAL PHASING DIAGRAM - NUMBERS REPRESENT GREEN TIME (SECONDS) 6 1 OL A OL A OL A 6 OL A 6 1 OL A OL B OL C OL B OL B 2 5 2 5 2 OL B 2 OL B 9.5 + 4 + 1.5 29.5 + 4 + 1.5 9.5 + 4 + 1.5 14.5 + 3.5 + 2 19.5 + 3.5 + 2 14.5 + 3.5 + 2 4 OL D OL C 4 7 OL C 8 OL D OL C 3 8 + 4 + 1.5 37.5 + 4 + 1.5 + 4 + 1.5 32.5 + 4 + 1.5 8.5 8.5 + 4 + 1.5 + 4 + 1.5 8.5 8.5 + 3.5 + 2 + 3.5 + 2 8.5 8.5 7 8 10.5 6 29.5 + 4 + 1.5 6 OL A OL A + 4 + 1.5 1 OL A 33.5 + 4 + 1.5 10.5 + 4 + 1.5 10.5 + 3.5 + 2 + 3.5 + 2 10.5 + 3.5 + 2 OL B 3 OL B 2 5 2 8 3 12.5 + 4 + 1.5 30.5 + 4 + 1.5 12.5 + 4 + 1.5 8.5 + 3.5 + 2 38.5 + 3.5 + 2 OL D OL C 3 8 8.5 8.5 + 3.5 + 2 + 3.5 + 2 4 7 7 OL D OL C 8 25.5 20.5 19.5 21.5 + 3.5 + 2 + 3.5 + 2 + 3.5 + 2 OL D OL C P L A N 2 P L A N 0 0 0 0 4 4 1 2 3 4 5 6 7 8 9 14 20 33 P L A N 1 5 P L A N 85 of 19411PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 PHASES PHASE DATA TABLE # 1 9 - 20 1, 3, 5, 7, 9 - 20 2, 4, 6, 8 2, 6 2, 4, 6, 8 2, 4, 6, 8 2, 4, 6, 8 2, 6 PHASE TIMING B S B N B E T L " P " B W h t 8 3 B N T L " P " B S B W T L " P " B E h t 8 3 T L " P " 5.0 1.0 20.0 20.0 0.0 4.0 1.5 E P U L A D A U G 15.0 2.0 30.0 30.0 0.0 4.0 1.5 7.0 20.0 E P U L A D A U G 15.0 2.0 30.0 30.0 0.0 4.0 1.5 7.0 23.0 5.0 1.5 20.0 20.0 0.0 4.0 1.5 5.0 1.5 20.0 20.0 0.0 3.5 2.0 5.0 2.0 30.0 60.0 0.0 3.5 2.0 7.0 24.0 5.0 1.5 20.0 39.0 0.0 3.5 2.0 5.0 2.0 30.0 39.0 0.0 3.5 2.0 7.0 18.0 MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NOMAX LOK 2+ 3 + PL # + MIN SPLIT NOM SPLIT MAX SPLIT 1, 3 - 5, 7 - 10 PHASE MAX INIT GRN 3 6 5 4 PLAN CYCLE 1 130 PLAN CYCLE 130 1 10 14 25 10 15 25 10 18 25 10 14 20 2 20 57 75 20 50 70 20 54 80 20 52 55 12 20 10 14 45 14 30 50 25 12 20 10 20 45 15 30 65 25 12 20 10 14 44 18 30 50 25 12 20 10 14 40 14 30 50 25 20 57 75 20 50 70 20 54 80 20 52 55 12 20 14 45 30 50 12 20 20 45 30 65 12 20 14 44 30 50 12 20 14 40 30 50 2 3 5 NOTE: PLAN 20 = FREE PLAN MODE CYCLE 130 PLAN 33 = FLASH MODE PLAN CYCLE 120 2 20 35 75 4 20 25 50 6 20 35 75 10 20 16 55 25 70 12 16 30 20 10 20 43 16 55 65 25 70 12 16 30 8 20 25 50 20 43 65 MIN NOM MAX MIN NOM MAX MIN NOM MAX MIN NOM MAX PLAN CYCLE 7 130 PLAN 8 CYCLE 130 PLAN CYCLE PLAN CYCLE 7 8 9 10 11 12 13 14 15 16 17 18 PHASE 1 3 5 7 9 10 11 12 13 14 15 16 17 18 Change ONLY the following: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 T U P N I T U P T U O S L E N N A H C S L E N N A H C FUNCTION TYPE FUNCTION INDEX UNIT CONNECTOR / BUI PIN CHANNEL IN 1 CHANNEL IN 2 LOGIC FUNCTION TYPE FUNCTION INDEX CONNECTOR / BUI 1 PIN 1 CONNECTOR / BUI 2 PIN 2 CONNECTOR / BUI 3 PIN 3 86 of 19411PHASES TYPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OVERLAPS B C D E F G H I J K L M N O P A X X X X X X 4 1 4 1 4 1 4 1 I S G N T T E S P A L R E V O / S G A L F M A R A P ENABLE PED OVERLAP FLASH YELLOW ALT FLASH HZ S G A L F S R E T E M A R A P RECALL PRIMARY RECALL SEC PED RECALL PED RECYCLE AUTO EXTEND MIN GREEN MAX GREEN GREEN CLEAR YEL CLEAR RED CLEAR WALK PED CLEAR RESERVICE 1 3 4 X X X X PRE - EMPT ENABLE NO MEM LOK MAN ENABLE NO OVER FLSH NO OVER NEXT OMIT IN DELAY RE MAX PRES PED NOT DARK E MIN PRESENCE M T DELAY I 5 6 SETTINGS 1 3 4 5 6 I I G STRT MIN GRN N M T STRT WALK STRT PED CLR ENT 1 PHASE ENT 2 PHASE S G A L F E S A H P DWELL PHASE INITIAL DWELL DWELL PED RECAL PHASE EXIT PHASE 14 2 6 14 6 2 2, 6 2, 6 4, 8 4, 8 X X X X X X OVL A 141 OVL B 141 X X X X 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OVL C 141 OVL D 141 OVL E OVL F OVL G OVL H OVL I OVL J OVL K OVL L OVL M OVL N OVL O OVL P P P S M X P P X S M P P S M P P S M P P P P P P P P P P P P I I D E F D O M = M Y R A D N O C E S = S I Y R A M R P = P I N O T A R U G F N O C I P A L R E V O FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE PHASES 1, 3, 5, 7, 9 - 20 1, 3, 5, 7, 9 - 20 2, 4, 6, 8 PHASE DATA TABLE 2, 6 2, 4, 6, 8 2, 4, 6, 8 2, 4, 6, 8 2, 6 4, 8 B N E P U L A D A U G 15.0 2.0 30.0 30.0 0.0 4.0 1.5 7.0 20.0 5.0 2.0 30.0 60.0 0.0 3.5 2.0 7.0 24.0 # 2 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP B W h t 8 3 B S B E h t 8 3 5.0 2.0 30.0 39.0 0.0 3.5 2.0 7.0 18.0 NOMAX LOK 1, 3 - 5, 7 - 10 MAX INIT GRN S G A L F T P M E E R P E P U L A D A U G 15.0 2.0 30.0 30.0 0.0 4.0 1.5 7.0 23.0 PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 87 of 19411PHASES PHASE DATA TABLE PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 PHASES PHASE DATA TABLE PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK NOTES: # 3 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN # 5 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN 88 of 19411PHASES 1, 3, 5, 7, 9 - 20 1, 3, 5, 7, 9 - 20 PHASE DATA TABLE PH 1 PH 2 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE 2, 4, 6, 8 4 2, 4, 6, 8 2, 4, 6, 8 2, 4, 6, 8 # 6 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP B S B N B E T L " P " T L " P " B W h t 8 3 B N T L " P " B S B W T L " P " B E h t 8 3 E P U L A D A U G 10.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 19.0 E P U L A D A U G 10.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 22.0 10.0 2.0 20.0 20.0 0.0 4.0 1.0 7.0 17.0 10.0 2.0 20.0 20.0 0.0 4.0 1.0 7.0 17.0 NOMAX LOK 1, 3 - 5, 7 - 10 MAX INIT GRN 89 of 19411TRAFFIC SIGNAL INTERSECTION: DATE: GRP: LOC: VRS: HUB: ZONE: SEC: ENGINEER: CITY OF AUSTIN TRAFFIC SIGNAL TIMING & PHASING SHEETS 4 + 2 + PHASEMODE 4 + 1 + ACT CONFIG #1 #2 #3 #4 #5 1 + ACTIVE CONTROL PARAMETERS 1 1 1 2 2 1 2 1 2 2 2 3 1 2 2 1 1 SCHEDULE 1 CONTROL MODE: 1 MAN PLN: 4 + 7 + MISC FREE PLN: SCHEDULE 1 DFSCHED: 4 + 2 + COORD CONFIG 1 TRANSITION MODE: 3:30 START UP FLASH: SYNCHRO MODE: BEST RED REVERT: MAX DWELL TIME: 0 FLASH CLR: SPECIAL FUNCTIONS AUXILIARY 1 2 3 4 5 6 7 8 1 2 3 4 N 1 2 5 Lamar @ 40th 4 + 2 + RINGS 1, 2, a, 3, 4, b 5, 6, a, 7, 8, b PHASE 1 PHASE 2 RING 1: RING 2: RING 1: RING 2: 2 + 3 + PL # + PLAN MODE PLAN MODE MAX GRN PH DATA PH SEQ OL DATA ACT CONF COORD MAX 1 COORD MAX 1 COORD MAX 1 COORD MAX 1 COORD MAX 1 COORD MAX 1 1 2 3 1 4 1 1 2 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I Y T R O R P I E C N E U Q E S S M A R P D E P S G A L F & PHASES TABLE 1 TABLE 2 TABLE 3 TABLE 4 PHASES ENABLE CALLPHAS OVERLAP 1 0 0 1 0 1 X 2 6 X X X 8 4 6 16 14 6 1 OL A OLA 8 CENTRAL MKT LAMAR 6 6 6 + 4 + 1 + 4 + 1 + 4 + 1 1 OL A OL B 40 TH 2 4 89 89 30 89 6 + 4 + 1 + 4 + 1 + 4 + 1 + 4 + 1 OLA 18.5 18.5 18.5 18.5 + 3 + 3.5 + 3 + 3.5 + 3 + 3.5 + 3 + 3.5 . 8 CENTRAL MKT OL B 5 OL B 40 TH 4 2 3 10 + 4 + 1 102 + 4 + 1 21.5 + 3 + 3.5 PL 1 2 3 4 5 6 7 8 9 10 20 25 P L A N 1 5 7 8 P L A N 5/11/2020 6 202E STARTUP REDSTRT PED YELFLASH FLASH/ENT FLASH/EXIT 2, 6 1, 3 - 5, 7, 20 2, 4, 6, 8 2, 6 4, 8 2, 6 PHASE OVERLAP PREEMPT CABINET DETECTOR COORD HOLD / YLD ENA OFF VAR CYCLE 5 A 50 2, 6 130 5 5 5 A A A 55 56 26 2, 6 2, 6 2, 6 130 140 150 EV 1 2 3 4 5 6 7 8 9 10 11 12 13 10 11 12 13 14 15 16 17 18 19 20 2, 6 2, 6 60 130 53 50 A A 5 5 ENA ENA ENA ENA ENA ENA ENA ENA 0 X X X X X X X HR M S M T W T X X 0 X X 6 30 9 30 X X 9 30 X 15 0 19 0 22 0 X X X X X X X X X X X X X S X X X PL 7 2 1 8 3 5 7 F X X X X X X 5 X X X 5 5 6 OLA 1 1 8 CENTRAL MKT OL B OL B 40 TH 5 2 2 4 5 + 4 + 1 110 + 4 + 1 8.5 + 3 + 3.5 DETECTORS S R E T E M A R A P ENABLE CALL EXTEND ADD INIT RED LOCK YEL LOCK G CALL PHASE A L F SWTCH PHAS OVERLAP H E V DELAY LAMAR P L A N 2 P L A N 2 0 0 0 0 2 3 4 5 6 7 8 9 0 1 0 0 0 0 0 0 0 0 0 0 0 0 NOTE: ZERO DENOTES THE HIGHEST PRIORITY 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9 7 5 8 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 H E V 10 11 12 13 14 15 16 17 18 19 20 1 X X X 2 3 X X X X X X 4 X X X 6 7 X X X X X X 8 X X X X X X X X X X X X X X X X X X X X X X X 9 10 11 12 13 14 15 16 17 18 19 20 1 5 2 6 3 7 4 8 2 6 4 8 9 10 9 10 X X X X SIGNAL PHASING DIAGRAM - NUMBERS REPRESENT GREEN TIME (SECONDS) 90 of 19411PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 B E H T 0 4 5.0 1.5 30.0 30.0 0.0 3.5 1.5 7.0 23.0 B S R A M A L 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 13.0 T K M L A R T N E C B W 5.0 1.5 30.0 30.0 0.0 3.0 3.5 7.0 18.0 PHASE DATA PH 2 TABLE PH 1 # 1 PHASE TIMING B S T / L " P " B N R A M A L 3.0 1.0 20.0 20.0 0.0 4.0 1.0 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 23.0 MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MAX INIT GRN 3 6 4 5 8 25 35 20 105 115 8 8 10 15 10 115 25 20 125 8 8 20 28 15 107 45 25 140 8 25 35 20 105 135 8 25 35 8 15 25 8 28 45 8 25 35 PHASES 3, 5, 7, 11 - 20 1, 3, 5, 7, 9 - 20 2, 6 2, 6 4, 8 2, 4, 6, 8 2, 6 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO RANGE NOGAPRED NOMAX LOK 2+ 3 + PL # + MIN SPLIT NOM SPLIT MAX SPLIT 1, 3 - 5, 7 - 10 1 PHASE PLAN CYCLE PLAN CYCLE PLAN CYCLE 1 130 2 140 3 150 5 130 8 11 20 8 25 8 11 20 2 20 94 115 10 125 130 20 107 140 20 94 107 1 NOTE: PLAN 20 = PLAN FREE MODE 15 CYCLE PLAN 33 = FLASH MODE T U P N I T U P T U O S L E N N A H C S L E N N A H C FUNCTION TYPE FUNCTION INDEX UNIT CONNECTOR / BUI PIN CHANNEL IN 1 CHANNEL IN 2 LOGIC FUNCTION TYPE FUNCTION INDEX CONNECTOR / BUI 1 PIN 1 CONNECTOR / BUI 2 PIN 2 CONNECTOR / BUI 3 PIN 3 7 8 9 10 11 12 13 14 15 16 17 18 PHASE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 MIN PLAN NOM CYCLE MAX 7 60 MIN PLAN NOM CYCLE 8 130 20 35 115 8 20 11 94 25 105 8 25 35 8 25 35 20 35 115 20 105 130 8 25 35 8 25 35 PLAN NOM CYCLE PLAN NOM CYCLE MAX MIN MAX MIN MAX 10 27 VEH 13 28 VEH 14 29 VEH 15 30 VEH 16 68 68 70 70 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 Change ONLY the following: 2 3 4 5 6 7 8 9 11 12 13 14 15 91 of 19411PHASES TYPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OVERLAPS B C D E F G H I J K L M N O P A X X X X 4 1 4 1 I S G N T T E S P A L R E V O / S G A L F M A R A P ENABLE PED OVERLAP FLASH YELLOW ALT FLASH HZ S G A L F S R E T E M A R A P RECALL PRIMARY RECALL SEC PED RECALL PED RECYCLE AUTO EXTEND MIN GREEN MAX GREEN GREEN CLEAR YEL CLEAR RED CLEAR WALK PED CLEAR RESERVICE 1 3 X X X OVL A 141 X I I D E F D O M = M Y R A D N O C E S = S I Y R A M R P = P I N O T A R U G F N O C I P A L R E V O 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 OVL B 141 OVL C 141 OVL D 141 OVL E OVL F OVL G OVL H OVL I OVL J OVL K OVL L OVL M OVL N OVL O OVL P P P X S M P P S M X P P S M P P S M P P P P P P P P P P P P FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK PHASES 1, 3, 7, 9 - 20 1, 3, 5, 7, 9 - 20 2, 6 2, 6 4, 8 2, 4, 6, 8 2, 6 9, 10 9, 10 1, 3 - 5, 7 - 10 PRE - EMPT ENABLE NO MEM LOK MAN ENABLE NO OVER FLSH NO OVER NEXT OMIT IN DELAY RE MAX PRES PED NOT DARK S G A L F T P M E E R P E MIN PRESENCE M T DELAY I PH 8 T K M L A R T N E C B W 5.0 1.5 30.0 30.0 0.0 3.0 3.5 7.0 18.0 X X X X PHASE DATA PH 2 TABLE PH 1 # 2 PHASE TIMING B S T / L " P " B N R A M A L B E H T 0 4 B N T / L " P " B S R A M A L 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 23.0 5.0 1.5 30.0 30.0 0.0 3.5 1.5 7.0 23.0 3.0 1.0 20.0 20.0 0.0 4.0 1.0 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 13.0 MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN 4 5 6 SETTINGS 1 3 4 5 6 I I G STRT MIN GRN N M T STRT WALK STRT PED CLR ENT 1 PHASE ENT 2 PHASE S G A L F E S A H P DWELL PHASE INITIAL DWELL DWELL PED RECAL PHASE EXIT PHASE PH 3 PH 4 PH 5 PH 6 PH 7 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 92 of 19411PH 3 PH 4 PH 5 PH 6 PH 7 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 PHASE DATA PH 2 TABLE PH 1 PH 3 PH 4 PH 5 PH 6 PH 7 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 PHASES 1, 3, 5, 7, 9 - 20 1, 3, 5, 7, 9 - 20 2, 6 PHASE DATA PH 2 TABLE PH 1 # 3 PHASE TIMING B S T / L " P " B N R A M A L B E H T 0 4 B N T / L " P " B S R A M A L 3.0 1.0 20.0 20.0 0.0 4.0 1.0 5.0 1.5 30.0 30.0 0.0 3.5 1.5 7.0 23.0 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 13.0 3.0 1.0 20.0 20.0 0.0 4.0 1.0 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 23.0 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK NOTES: 2, 6 4, 8 2, 4, 6, 8 2, 6 9, 10 9, 10 1, 3 - 5, 7 - 10 PHASES 9 - 20 1, 3, 5, 7, 9 - 20 2, 6 2, 6 4, 8 2, 4, 6, 8 2, 6 9, 10 9, 10 1, 3 - 5, 7 - 10 MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN # 4 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN B N R A M A L 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 23.0 B E H T 0 4 5.0 1.5 30.0 30.0 0.0 3.5 1.5 7.0 23.0 B S R A M A L 15.0 2.0 30.0 30.0 0.0 4.0 1.0 7.0 13.0 PH 8 T K M L A R T N E C B W 5.0 1.5 30.0 30.0 0.0 3.0 3.5 7.0 18.0 PH 8 T K M L A R T N E C B W 5.0 1.5 30.0 30.0 0.0 3.0 3.5 7.0 18.0 93 of 19411TRAFFIC SIGNAL INTERSECTION: DATE: GRP: LOC: VRS: HUB: ZONE: SEC: ENGINEER: Shoal Creek @ 38th 4 + 2 + RINGS 1, 2, a, 3, 4, b 5, 6, a, 7, 8, b PHASE 1 PHASE 2 RING 1: RING 2: RING 1: RING 2: 2 + 3 + PL # + PLAN MODE PL PLAN MODE PH DATA PH SEQ OL DATA ACT CONF MAX GRN NONE NONE NONE COORD COORD COORD COORD NONE COORD NONE 1 1 1 1 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9/20/2020 113F 4 + 2 + PHASEMODE 4 + 1 + ACT CONFIG #1 #2 #3 #4 2, 6 4 2, 6 2, 4, 6, 8 STARTUP REDSTRT PED YELFLASH FLASH/ENT FLASH/EXIT PHASE OVERLAP PREEMPT CABINET DETECTOR COORD 1 1 1 3 2 1 CITY OF AUSTIN TRAFFIC SIGNAL TIMING & PHASING SHEETS #5 1 + ACTIVE CONTROL PARAMETERS CONTROL MODE: MAN PLN: 1 4 + 7 + MISC FREE PLN: SCHEDULE DFSCHED: 1 4 + 2 + COORD CONFIG TRANSITION MODE: SYNCHRO MODE: 3:30 START UP FLASH: BEST RED REVERT: MAX DWELL TIME: 0 FLASH CLR: N 1 1 2 5 SPECIAL FUNCTIONS AUXILIARY 1 2 3 4 5 6 7 8 1 2 3 4 SCHEDULE ENA ENA ENA ENA ENA ENA ENA HR M S M T W T X 0 0 X X X X X X X X 6 30 X 9 30 X X X X X X X X 15 0 X 19 0 X X X X 22 0 X X X X F S X X X X X X X X X PL 7 2 1 3 5 7 3 0 0 0 4 0 0 0 5 0 0 0 6 0 0 0 7 0 0 0 8 0 0 0 9 0 0 0 PHASES TABLE 1 TABLE 2 TABLE 3 TABLE 4 PHASES 1 0 0 0 1 2 0 0 0 2 NOTE: ZERO DENOTES THE HIGHEST PRIORITY 3 5 6 4 7 8 9 10 11 12 13 14 15 16 17 18 19 20 X 2 ENABLE CALLPHAS OVERLAP SIGNAL PHASING DIAGRAM - NUMBERS REPRESENT GREEN TIME (SECONDS) X X X 8 6 4 6 7 3 8 4 0 0 0 H E V S R E T E M A R A P ENABLE CALL EXTEND ADD INIT RED LOCK YEL LOCK CALL PHASE SWTCH PHAS OVERLAP DELAY DETECTORS 1 2 3 10 11 12 13 14 15 16 17 18 19 20 X X X X X X X X X 4 X X X 5 6 7 X X X X X X X X X 8 X X X 9 X X X X X X X X X X X X 1 5 2 6 3 7 4 8 2 6 4 8 HOLD / YLD ENA OFF VAR CYCLE 5 A 122 130 5 5 5 A A A 130 140 150 2, 6 2, 6 2, 6 118 109 70 EV 1 2 3 4 5 6 7 8 9 10 11 12 10 11 12 13 14 15 16 17 18 19 20 2, 6 2, 6 60 20 A 5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G A L F H E V P L A N P L A N or ped pushed FYA 38th FYA 5 2 4.5 9.5 16.5 4.5 + 4 + 1.5 + 4 + 1.5 + 4 + 1.5 + 4 + 1.5 2 85.5 85.5 94.5 85.5 32.5 + 4 + 1.5 + 4 + 1.5 + 4 + 1.5 + 4 + 1.5 + 4 + 1.5 23.5 24.5 22.5 23.5 16.5 Shoal Creek + 3 + 2.5 + 3 + 2.5 + 3 + 2.5 + 3 + 2.5 + 3 + 2.5 1 2 3 4 5 6 7 8 9 10 20 25 P L A N 1 2 3 5 7 I Y T R O R P I E C N E U Q E S S M A R P D E P S G A L F & 94 of 19411PHASES 1, 9 - 20 1, 2, 3, 5, 7, 9 - 20 PHASE DATA PH 2 TABLE PH 1 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 B E H T 8 3 T L B S B E T L B W H T 8 3 T R B S K E E R C L A O H S I E D S T S A E D E P S N - 15.0 2.0 40.0 30.0 0.0 4.0 1.5 5.0 2.0 25.0 25.0 0.0 3.0 2.5 5.0 2.0 25.0 25.0 0.0 3.0 2.5 7.0 22.0 4.0 1.0 25.0 15.0 0.0 4.0 1.5 15.0 2.0 40.0 30.0 0.0 4.0 1.5 7.0 18.0 K E E R C L A O H S I E D S T S E W D E P S N - 5.0 2.0 25.0 25.0 0.0 3.0 2.5 5.0 2.0 25.0 25.0 0.0 3.0 2.5 7.0 24.0 PHASE 1 2 7 8 9 10 11 12 13 14 15 16 17 18 PHASE 1 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 7 60 2 25 38 65 3 10 22 45 10 25 38 22 125 45 PLAN MIN NOM CYCLE MAX MIN PLAN NOM CYCLE MAX MIN PLAN NOM CYCLE MAX MIN PLAN NOM CYCLE MAX 10 11 3 4 5 6 7 8 9 12 13 14 15 16 17 18 19 20 21 # 1 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MAX INIT GRN 3 6 4 5 25 10 101 29 125 45 25 10 110 30 45 125 25 122 125 25 10 28 45 10 101 29 45 125 1 2 10 25 10 10 91 29 25 125 45 10 25 10 95 15 30 25 125 45 10 25 10 22 100 28 25 125 45 10 25 10 91 10 29 25 125 45 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED 2, 6 2, 6 6 2, 6 2, 6 6 NOMAX LOK 2+ 3 + PL # + MIN SPLIT NOM SPLIT MAX SPLIT PLAN CYCLE 1 130 PLAN CYCLE 140 2 3 5 NOTE: PLAN 20 = FREE PLAN MODE 150 CYCLE PLAN 33 = FLASH MODE PLAN CYCLE 130 T U P N I Change ONLY the following: FUNCTION TYPE FUNCTION INDEX UNIT CONNECTOR / BUI PIN CHANNEL IN 1 CHANNEL IN 2 LOGIC S L E N N A H C 95 of 194111 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 PHASES TYPE 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 OVERLAPS A B C D E F G H I L M N O P T U P T U O S L E N N A H C FUNCTION TYPE FUNCTION INDEX CONNECTOR / BUI 1 PIN 1 CONNECTOR / BUI 2 PIN 2 CONNECTOR / BUI 3 PIN 3 I I D E F D O M = M Y R A D N O C E S = S I Y R A M R P = P OVL A OVL B OVL C OVL D OVL E OVL F OVL G OVL H I N O T A R U G F N O C I P A L R E V O OVL I 142 OVL J 142 OVL K 142 OVL L 142 OVL M OVL N OVL O OVL P 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 P P P P P P P P P P S M P P S M P P S M P P S M P P P P X X X X X X J X K X X 3 4 3 2.5 1.5 2.5 I S G N T T E S P A L R E V O / S G A L F M A R A P ENABLE PED OVERLAP FLASH YELLOW ALT FLASH HZ S G A L F S R E T E M A R A P RECALL PRIMARY RECALL SEC PED RECALL PED RECYCLE AUTO EXTEND MIN GREEN MAX GREEN GREEN CLEAR YEL CLEAR RED CLEAR WALK PED CLEAR RESERVICE 1 3 PRE - EMPT ENABLE NO MEM LOK MAN ENABLE NO OVER FLSH NO OVER NEXT OMIT IN DELAY RE MAX PRES PED NOT DARK S G A L F T P M E E R P E MIN PRESENCE M T DELAY I I I G STRT MIN GRN N M T STRT WALK STRT PED CLR ENT 1 PHASE ENT 2 PHASE S G A L F E S A H P DWELL PHASE INITIAL DWELL DWELL PED RECAL PHASE EXIT PHASE 4 5 6 SETTINGS 1 3 4 5 6 96 of 19411PHASE DATA PH 2 TABLE PH 1 PH 4 PH 5 PH 6 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 PHASES 1, 5, 9 - 20 1, 2, 3, 5, 7, 9 - 20 2, 6 2, 6 6 2, 6 2, 6 6 PH 3 K E E R C L A O H S T L B S 5.0 2.0 25.0 25.0 0.0 3.0 2.5 B E H T 8 3 15.0 2.0 40.0 30.0 0.0 4.0 1.5 I E D S T S A E D E P S N - 5.0 2.0 25.0 25.0 0.0 3.0 2.5 7.0 22.0 PH 7 K E E R C L A O H S T R B S 5.0 2.0 25.0 25.0 0.0 3.0 2.5 I E D S T S E W D E P S N - 5.0 2.0 25.0 25.0 0.0 3.0 2.5 7.0 24.0 B W H T 8 3 15.0 2.0 40.0 30.0 0.0 4.0 1.5 7.0 18.0 NOMAX LOK FLAGS PHASES PH 2 TABLE PH 1 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK # 2 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN PHASE DATA # 3 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN 97 of 19411PHASES PHASE DATA PH 2 TABLE PH 1 PH 3 PH 4 PH 5 PH 6 PH 7 PH 8 PH 9 PH 10 PH 11 PH 12 PH 13 PH 14 PH 15 PH 16 PH 17 PH 18 FLAGS OMITPHAS OMIT PED MIN RECAL MAXRECAL SOFT RCL CDT'L SRVC PED RECAL DUAL ETRY SIMGAP REDREST AUTO PED REST WALK PED RECY RED LOCK YEL LOCK NO EXT NO ADD INI NOGAPRED NO RANGE NOMAX LOK NOTES: # 4 PHASE TIMING MIN GREEN PASSAGE MAXGRN 1 MAXGRN 2 CONDSERV YEL CHG RED CLR WALK PED CLR ADDED INI TIME TO RED TIME BEFOR MIN GAP MAX INIT GRN 98 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2022 Existing AM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 281 281 1900 0 0 0.95 0 0 Yes 0.96 1% 293 0 No Right 1.00 9 3505 1583 3505 1509 3539 1599 122 122 1900 150 1 50 1.00 0.950 1752 0.222 410 0.96 3% 127 127 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 519 519 1900 0.95 3505 35 1022 19.9 0.96 3% 541 541 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 134 134 1900 260 1 1.00 0.850 1583 Yes 140 0.96 2% 140 140 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 135 135 1900 150 1 100 1.00 0.950 1770 0.163 304 0.96 2% 141 141 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 426 426 1900 0.95 3505 35 1081 21.1 0.96 3% 444 444 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 124 124 1900 160 1 1.00 0.850 1509 Yes 136 0.96 7% 129 129 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 111 111 1900 150 1 100 1.00 0.950 1805 0.133 253 0.96 0% 116 116 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 487 487 1900 0.95 3539 35 615 12.0 0.96 2% 507 507 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 113 113 1900 120 1 1.00 0.850 1599 Yes 140 0.96 1% 118 118 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 172 172 1900 150 1 100 1.00 0.950 1719 0.430 778 0.96 5% 179 179 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 920 920 1900 0.95 0.965 3449 3449 42 35 1085 21.1 0.96 1% 958 1251 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 2 Thru 100 0 0 6 D.P+P 3 Perm D.P+P 7 Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 99 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2022 Existing AM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 WBT WBR 4 4 4 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR 15.0 32.0 75.0 15.0 32.0 75.0 5.0 10.5 17.0 5.0 30.5 34.0 5.0 30.5 34.0 5.0 10.0 15.0 5.0 31.0 32.0 5.0 10.0 14.0 5.0 10.0 16.0 9.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 11.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 10.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 None 11.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None 15.0 5.0 36.0 31.0 77.0 32.0 12.1% 24.3% 24.3% 10.7% 22.9% 22.9% 10.0% 53.6% 53.6% 11.4% 55.0% 72.0 27.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lead Lag Yes Yes 1.0 2.0 None C-Max None 7.0 7.0 24.0 19.0 0 0 77.2 22.6 0.55 0.16 0.65 0.36 21.2 9.5 0.0 0.0 21.2 9.5 C A 19.7 B 180 526 1005 70.0 70.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 1.0 1.0 None C-Max C-Max 7.0 7.0 20.0 20.0 0 0 77.3 77.3 0.55 0.55 0.12 0.26 2.0 17.9 0.0 0.0 2.0 17.9 B A 16.9 B 125 177 535 27.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None 7.0 19.0 0 22.6 0.16 0.78 66.3 0.0 66.3 E 62.0 E 206 259 1001 28.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 24.5 0.18 0.88 73.3 0.0 73.3 E 60.9 E 257 317 942 28.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 24.5 0.18 0.36 14.7 0.0 14.7 B 86.2 0.62 0.33 9.4 0.0 9.4 A 32.8 0.23 0.64 58.6 0.0 58.6 E 86.2 0.62 0.45 28.1 0.0 28.1 C 33.8 0.24 0.85 96.2 0.0 96.2 F 100 #181 97 154 0 22 0 51 58 62 38 69 10 70 150 208 0 0 0 0.61 260 433 0 0 0 0.32 150 183 0 0 0 0.77 160 400 0 0 0 0.32 150 255 0 0 0 0.45 1954 0 0 0 0.26 120 945 0 0 0 0.12 150 564 0 0 0 0.32 1921 0 0 0 0.65 675 0 0 0 0.66 713 0 0 0 0.76 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 44 (31%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 36.3 Intersection Capacity Utilization 79.5% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service D 04/12/2022 HDR Synchro 11 Report 100 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Lamar Blvd & 38th St 1: Lamar Blvd & 38th St 2022 Existing AM 04/12/2022 HDR Synchro 11 Report 101 of 19411Ascension Seton 38th TIA Compliance HCM 2010 Signalized Intersection Summary 1: Lamar Blvd & 38th St 2022 Existing AM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 122 122 3 0 1.00 1.00 1845 127 1 0.96 3 209 0.07 1757 127 1757 8.4 8.4 1.00 209 0.61 223 1.00 1.00 46.4 2.7 0.0 7.6 49.1 D Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 1 13.4 5.0 11.0 8.4 0.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 04/12/2022 HDR 519 519 8 0 1.00 1845 541 2 0.96 3 601 0.17 3505 541 1752 21.2 21.2 601 0.90 713 1.00 1.00 56.8 11.9 0.0 16.7 68.7 E 808 60.2 E 2 2 84.4 5.0 70.0 12.1 1.3 134 134 18 0 1.00 1.00 1863 140 1 0.96 2 271 0.17 1583 140 1583 9.4 9.4 1.00 271 0.52 322 1.00 1.00 36.9 0.6 0.0 7.9 37.5 D 3 3 15.9 5.5 11.5 10.4 0.0 30.5 C 113 113 12 0 1.00 1.00 1881 0 1 0.96 1 907 0.00 1599 0 1599 0.0 0.0 1.00 907 0.00 907 1.00 0.00 0.0 0.0 0.0 0.0 0.0 172 172 1 0 1.00 1.00 1810 179 1 0.96 5 582 0.12 1723 179 1723 6.4 6.4 1.00 582 0.31 614 2.00 0.85 10.6 0.1 0.0 5.3 10.7 B 281 281 16 0 1.00 1.00 1900 293 0 0.96 1 423 1.00 823 618 1736 0.0 0.0 0.47 893 0.69 893 2.00 0.85 0.0 3.8 0.0 1.7 3.8 A 920 920 6 0 1.00 1881 958 2 0.96 1 1389 1.00 2701 633 1787 0.0 0.0 919 0.69 919 2.00 0.85 0.0 3.6 0.0 1.6 3.6 A 1430 4.5 A 135 135 7 0 1.00 1.00 1863 141 1 0.96 2 164 0.05 1774 141 1774 5.7 5.7 1.00 164 0.86 193 1.00 1.00 63.7 24.3 0.0 10.6 88.0 F 4 4 26.3 5.0 27.0 19.2 1.2 426 426 4 0 1.00 1845 444 2 0.96 3 533 0.15 3505 444 1752 17.2 17.2 533 0.83 676 1.00 1.00 57.6 5.7 0.0 13.6 63.4 E 585 69.3 E 5 5 20.8 5.0 9.0 2.0 0.0 124 124 14 0 1.00 1.00 1776 0 1 0.96 7 230 0.00 1509 0 1509 0.0 0.0 1.00 230 0.00 291 1.00 0.00 0.0 0.0 0.0 0.0 0.0 6 6 77.0 5.0 72.0 2.0 3.1 111 111 5 0 1.00 1.00 1900 116 1 0.96 0 488 0.11 1810 116 1810 0.0 0.0 1.00 488 0.24 488 1.00 1.00 13.1 0.1 0.0 4.0 13.2 B 7 7 12.7 5.0 10.0 7.7 0.0 487 487 2 0 1.00 1863 507 2 0.96 2 2007 0.57 3539 507 1770 10.1 10.1 2007 0.25 2007 1.00 1.00 15.3 0.3 0.0 8.7 15.6 B 623 15.2 B 8 8 29.5 5.5 28.5 23.2 0.8 Synchro 11 Report 102 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2022 Existing AM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 3505 1468 119 119 1900 150 1 100 1.00 0.950 1787 0.138 260 0.92 1% 129 129 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 348 348 1900 0.95 3505 35 723 14.1 0.92 3% 378 378 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 141 141 1900 100 1 1.00 0.850 1468 Yes 159 0.92 10% 153 153 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 88 88 1900 165 1 120 1.00 0.950 1787 0.394 741 0.92 1% 96 96 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 580 580 1900 0.95 0.988 3502 3502 7 35 729 14.2 0.92 2% 630 687 No Left 12 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 105 105 1900 150 1 100 1.00 0.950 1787 0.521 980 0.92 1% 114 114 No Left 103 103 1900 150 1 100 1.00 0.950 1570 0.225 372 0.92 15% 112 112 No Left 52 52 1900 0 0 0.95 0 0 Yes 0.92 0% 57 0 No Right 1.00 9 277 277 1900 0.95 0.979 3352 3352 15 35 395 7.7 0.92 6% 301 350 No Left 12 0 16 Yes 1.00 45 45 1900 0 0 0.95 0 0 Yes 0.92 2% 49 0 No Right 1.00 9 635 635 1900 0.95 0.966 3426 3426 32 35 485 9.4 0.92 2% 690 892 No Left 12 0 16 Yes 1.00 186 186 1900 0 0 0.95 0 0 Yes 0.92 1% 202 0 No Right 1.00 9 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 Synchro 11 Report D.P+P 3 Perm D.P+P 7 D.P+P 5 D.P+P 1 103 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2022 Existing AM WBT WBR NBT NBR SBT SBR 4 2 6 Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 5.0 10.5 20.0 5.0 30.5 45.0 5.0 10.5 20.0 14.5 3.5 2.0 0.0 5.5 Lag Yes 1.5 None 14.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 5.0 5.0 36.5 30.5 45.0 45.0 15.4% 34.6% 34.6% 15.4% 34.6% 39.5 39.5 3.5 3.5 2.0 2.0 0.0 0.0 5.5 5.5 Lead Lag Yes Yes 2.0 2.0 Min Min 7.0 7.0 24.0 18.0 0 0 30.3 28.2 0.23 0.22 0.84 0.35 56.4 7.2 0.0 0.0 56.4 7.2 E A 53.5 D 288 339 649 39.5 3.5 2.0 0.0 5.5 Lag Yes 2.0 Min 7.0 18.0 0 28.2 0.22 0.50 46.3 0.0 46.3 D 45.3 D 148 184 643 37.2 0.29 0.34 32.6 0.0 32.6 C 37.2 0.29 0.83 87.5 0.0 87.5 F 79 114 0 49 58 89 150 259 0 0 0 0.50 1064 0 0 0 0.36 100 556 0 0 0 0.28 165 355 0 0 0 0.27 1068 0 0 0 0.64 NBL 6 5 5.0 10.5 15.0 9.5 4.0 1.5 0.0 5.5 Lead Yes 1.5 15.0 32.5 50.0 11.5% 38.5% 44.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None C-Max 7.0 20.0 0 61.3 0.47 0.22 21.0 0.0 21.0 C 20.3 C 84 137 315 70.8 0.54 0.40 18.1 0.0 18.1 B 40 84 150 300 0 0 0 0.37 1588 0 0 0 0.22 SBL 2 1 5.0 10.5 15.0 9.5 4.0 1.5 0.0 5.5 Lag Yes 1.0 15.0 35.5 50.0 11.5% 38.5% 44.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max 7.0 23.0 0 62.4 0.48 0.54 26.0 0.0 26.0 C 24.8 C 258 397 405 70.8 0.54 0.19 15.5 0.0 15.5 B 40 83 150 592 0 0 0 0.19 1661 0 0 0 0.54 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 15.5 (12%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 36.5 Intersection Capacity Utilization 71.8% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service C 04/12/2022 HDR Synchro 11 Report 104 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings Splits and Phases: 2: Guadalupe St & 38th St 2: Guadalupe St & 38th St 2022 Existing AM 04/12/2022 HDR Synchro 11 Report 105 of 19411Ascension Seton 38th TIA Compliance HCM 2010 Signalized Intersection Summary 2: Guadalupe St & 38th St 2022 Existing AM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 119 119 3 0 1.00 1.00 1881 129 1 0.92 1 155 0.04 1792 129 1792 3.4 3.4 1.00 155 0.83 280 1.00 1.00 59.9 4.4 0.0 8.4 64.3 E Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 1 35.2 5.5 9.5 2.0 0.0 Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 04/12/2022 HDR 348 348 8 0 1.00 1845 378 2 0.92 3 715 0.20 3505 378 1752 12.5 12.5 715 0.53 1065 1.00 1.00 46.1 0.2 0.0 10.1 46.4 D 660 43.2 D 2 2 50.0 5.5 44.5 11.8 1.3 141 141 18 0 1.00 1.00 1727 153 1 0.92 10 300 0.20 1468 153 1468 7.3 7.3 1.00 300 0.51 446 1.00 1.00 16.9 0.5 0.0 7.8 17.4 B 3 3 10.9 5.5 14.5 5.4 0.1 37.0 D 45 45 12 0 1.00 1.00 1900 49 0 0.92 2 163 0.34 476 177 1718 9.8 9.8 0.28 588 0.30 588 1.00 1.00 31.3 1.3 0.0 8.5 32.7 C 105 105 1 0 1.00 1.00 1881 114 1 0.92 1 742 0.23 1792 114 1792 0.0 0.0 1.00 742 0.15 742 1.00 1.00 18.6 0.0 0.0 4.2 18.6 B 186 186 16 0 1.00 1.00 1900 0 0 0.92 1 0 0.00 0 0 0 0.0 0.0 0.00 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 635 635 6 0 1.00 1867 690 2 0.92 2 1856 0.52 3640 690 1774 15.0 15.0 1856 0.37 1856 1.00 1.00 18.3 0.6 0.0 11.9 18.9 B 804 18.9 B 88 88 7 0 1.00 1.00 1881 96 1 0.92 1 250 0.06 1792 96 1792 5.4 5.4 1.00 250 0.38 350 1.00 1.00 38.3 0.4 0.0 4.9 38.7 D 4 4 33.9 5.5 39.5 26.1 2.3 580 580 4 0 1.00 1866 630 2 0.92 2 718 0.22 3289 339 1772 24.0 24.0 387 0.88 539 1.00 1.00 49.1 9.0 0.0 18.6 58.1 E 783 55.8 E 5 5 11.7 5.5 9.5 6.3 0.0 52 52 14 0 1.00 1.00 1900 57 0 0.92 0 65 0.22 297 348 1813 24.1 24.1 0.16 396 0.88 551 1.00 1.00 49.1 9.1 0.0 19.0 58.2 E 6 6 73.5 5.5 44.5 17.0 3.2 103 103 5 0 1.00 1.00 1652 112 1 0.92 15 402 0.05 1573 112 1573 4.3 4.3 1.00 402 0.28 442 1.00 1.00 13.9 0.1 0.0 3.3 14.1 B 7 7 12.7 5.5 14.5 7.4 0.0 277 277 2 0 1.00 1802 301 2 0.92 6 1011 0.34 2954 173 1712 9.6 9.6 586 0.30 586 1.00 1.00 31.3 1.3 0.0 8.3 32.6 C 462 28.1 C 8 8 32.0 5.5 39.5 14.5 1.8 Synchro 11 Report 106 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing AM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 14 14 1900 0 0 0.95 0 0 Yes 0.91 0% 15 0 No Right 1.00 9 26 26 1900 0 1 25 1.00 0.950 1805 0.751 1427 0.91 0% 29 29 No Left 7 7 1900 1.00 0.871 1600 1600 49 30 209 4.8 0.91 0% 8 57 No Left 12 0 16 1.00 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 45 45 1900 0 0 1.00 0 0 Yes 0.91 4% 49 0 No Right 1.00 9 1900 1583 3505 1615 50 50 1900 0 1 25 1.00 0.950 1805 0.720 1368 0.91 0% 55 55 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 9 9 1900 1.00 1900 30 115 2.6 0.91 0% 10 10 No Left 24 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 46 46 1900 0 1 1.00 0.850 1583 Yes 55 0.91 2% 51 51 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 15 15 1900 150 1 100 1.00 0.950 1805 0.145 276 0.91 0% 16 16 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 625 625 1900 0.95 3505 35 1085 21.1 0.91 3% 687 687 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 57 57 1900 115 1 1.00 0.850 1615 Yes 63 0.91 0% 63 63 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 47 47 1900 150 1 100 1.00 0.950 1770 0.390 726 0.91 2% 52 52 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1382 1382 1900 0.95 0.999 3536 3536 2 35 359 7.0 0.91 2% 1519 1534 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 Perm Perm Perm D.Pm Perm D.P+P 5 Synchro 11 Report 107 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing AM EBT EBR EBL 4 4 4 WBL 8 8 WBT WBR 8 8 8 NBL 6 5 NBT 2 NBR 2 2 SBL 2 2 6 SBT SBR Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 5.0 35.0 15.0 5.0 35.0 15.0 10.7% 10.7% 10.0 3.5 1.5 0.0 5.0 10.0 3.5 1.5 0.0 5.0 3.0 None 7.0 23.0 0 9.1 0.06 0.32 71.1 0.0 71.1 E 26 61 101 0 0 0 0.29 3.0 None 7.0 23.0 0 9.1 0.06 0.38 27.6 0.0 27.6 C 42.2 D 7 53 129 159 0 0 0 0.36 5.0 31.5 15.0 5.0 5.0 31.5 31.5 15.0 15.0 10.7% 10.7% 10.7% 8.5 3.0 3.5 0.0 6.5 8.5 3.0 3.5 0.0 6.5 8.5 3.0 3.5 0.0 6.5 3.0 None 7.0 18.0 0 8.1 0.06 0.70 104.3 0.0 104.3 F 50 #120 83 0 0 0 0.66 3.0 None 7.0 18.0 0 8.1 0.06 0.09 64.1 0.0 64.1 E 64.2 E 9 28 35 115 0 0 0 0.09 3.0 None 7.0 18.0 0 8.1 0.06 0.36 20.9 0.0 20.9 C 0 40 147 0 0 0 0.35 3.0 3.0 15.0 35.0 125.0 15.0 35.0 125.0 120.0 4.0 1.0 0.0 5.0 120.0 4.0 1.0 0.0 5.0 5.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 15.0 15.0 3.0 25.0 35.0 9.5 115.0 125.0 10.0 7.1% 89.3% 89.3% 89.3% 82.1% 110.0 120.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Yes 3.0 3.0 None C-Max C-Max C-Max C-Max 7.0 7.0 13.0 23.0 0 0 120.0 124.0 0.86 0.89 0.51 0.04 4.3 0.2 0.0 0.0 4.3 0.2 A A 4.3 A 138 278 279 7.0 23.0 0 124.0 0.89 0.22 1.3 0.0 1.3 A 1.3 A 35 40 1005 7.0 23.0 0 124.0 0.89 0.08 1.8 0.0 1.8 A 121.0 0.86 0.05 1.5 0.0 1.5 A 0 m3 1 m3 5 11 150 294 0 0 0 0.05 115 1437 0 0 0 0.04 150 643 0 0 0 0.08 3031 0 0 0 0.51 3104 0 0 0 0.22 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 55 (39%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.70 Intersection Signal Delay: 7.4 Intersection Capacity Utilization 58.1% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service B 04/12/2022 HDR Synchro 11 Report 108 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing AM # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Lamar Blvd & 40th St/Central Market Dr 04/12/2022 HDR Synchro 11 Report 109 of 19411Ascension Seton 38th TIA Compliance HCM 2010 Signalized Intersection Summary 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing AM Pedestrian Green has to be less than Phase Max Green. 04/12/2022 HDR Synchro 11 Report 110 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2022 Existing AM EBL EBT WBT WBR SBL SBR Ø7 3539 3539 1615 3539 3539 160 160 1900 150 1 100 1.00 0.950 1805 0.266 505 0.90 0% 178 178 No Left 999 999 1900 819 819 1900 0.95 0.95 35 478 9.3 0.90 2% 1110 1110 No Left 12 0 16 Yes 1.00 35 541 10.5 0.90 2% 910 910 No Left 12 0 16 Yes 1.00 161 161 1900 0 1 1.00 0.850 1583 1583 Yes 168 0.90 2% 179 179 No Right 56 56 1900 75 1 1.00 0.850 1615 Yes 37 0.90 0% 62 62 No Right 88 88 1900 230 1 60 1.00 0.950 1787 0.950 1787 30 394 9.0 0.90 1% 98 98 No Left 12 0 16 1.00 15 1 Left 20 0 0 20 1.00 9 1 Right 20 0 0 20 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 1.00 9 1 Right 20 0 0 20 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 2 Thru 100 0 0 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 94 6 Cl+Ex Cl+Ex Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR pm+pt 5 0.0 NA 2 0.0 NA 6 Perm Prot pm+ov 5 3 7 Synchro 11 Report 111 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2022 Existing AM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Ø7 5.0 23.5 30.0 21% 24.5 3.0 2.5 2.0 None EBL 2 5 EBT 2 WBT WBR 6 6 6 SBL 3 SBR 7 5 15.0 30.5 95.0 15.0 30.5 95.0 4.0 12.0 15.0 5.0 23.5 30.0 15.0 23.5 110.0 24.5 3.0 2.5 0.0 5.5 104.5 4.0 1.5 0.0 5.5 89.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 7.0 4.0 4.0 0.0 8.0 Lead Yes 1.0 4.0 12.0 15.0 10.7% 78.6% 67.9% 67.9% 21.4% 10.7% 7.0 4.0 4.0 0.0 8.0 Lead Yes 1.0 None 89.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max C-Max C-Max 7.0 18.0 0 101.4 0.72 0.05 0.5 0.0 0.5 A 114.4 0.82 0.37 5.1 0.0 5.1 A 7.6 0.05 0.73 28.7 0.0 28.7 C 2.0 None 2.0 7.0 18.0 0 101.4 0.72 0.36 3.7 0.0 3.7 A 3.5 A 28 303 461 2562 0 0 0 0.36 116.9 0.84 0.38 3.4 0.0 3.4 A 3.6 A 101 155 398 2956 0 0 0 0.38 27 52 150 491 0 0 0 0.36 0 m2 75 1179 0 0 0 0.05 10 86 253 0 0 0 0.71 12.1 0.09 0.64 79.8 0.0 79.8 E 46.7 D 88 146 314 230 312 0 0 0 0.31 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 68.5 (49%), Referenced to phase 2:EBTL and 6:WBT, Start of Red Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 8.3 Intersection Capacity Utilization 52.2% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A 04/12/2022 HDR Synchro 11 Report 112 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 4: 38th St & Shoal Creek Blvd 4: 38th St & Shoal Creek Blvd 2022 Existing AM 04/12/2022 HDR Synchro 11 Report 113 of 19411Ascension Seton 38th TIA Compliance HCM 2010 Signalized Intersection Summary 4: 38th St & Shoal Creek Blvd 2022 Existing AM EBL EBT WBT WBR SBL SBR 56 56 16 0 1.00 1.00 1900 62 1 0.90 0 1131 0.70 1615 62 1615 1.7 1.7 1.00 1131 0.05 1131 1.00 1.00 6.5 0.1 0.0 1.4 6.6 A 88 88 3 0 1.00 1.00 1881 98 1 0.90 1 220 0.12 1792 98 1792 7.1 7.1 1.00 220 0.45 314 1.00 1.00 57.0 0.5 0.0 6.4 57.5 E 277 57.2 E 5 5 13.7 8.0 7.0 5.7 0.0 161 161 18 0 1.00 1.00 1863 179 1 0.90 2 259 0.12 1583 179 1583 14.9 14.9 1.00 259 0.69 342 1.00 1.00 55.2 1.9 0.0 10.9 57.0 E 6 6 103.6 5.5 89.5 16.5 4.8 160 160 5 0 1.00 1.00 1900 178 1 0.90 0 476 0.04 1810 178 1810 3.7 3.7 1.00 476 0.37 493 1.00 1.00 6.0 0.2 0.0 3.2 6.2 A 999 999 2 0 1.00 1863 1110 2 0.90 2 2826 0.80 3632 1110 1770 12.9 12.9 2826 0.39 2826 1.00 1.00 4.1 0.4 0.0 10.5 4.6 A 1288 4.8 A 2 2 117.3 5.5 104.5 14.9 6.3 819 819 6 0 1.00 1863 910 2 0.90 2 2479 0.70 3632 910 1770 14.5 14.5 2479 0.37 2479 1.00 1.00 8.5 0.4 0.0 11.6 8.9 A 972 8.7 A 3 12.0 B Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Number Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Adj No. of Lanes Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary HCM 2010 Ctrl Delay HCM 2010 LOS 04/12/2022 HDR 1 4 7 8 8 22.7 5.5 24.5 16.9 0.3 Synchro 11 Report 114 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2022 Existing PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 141 141 1900 0 0 0.95 0 0 Yes 0.99 2% 142 0 No Right 1.00 9 3539 1615 3539 1568 3574 1615 183 183 1900 150 1 50 1.00 0.950 1787 0.208 391 0.99 1% 185 185 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 495 495 1900 0.95 3539 35 1022 19.9 0.99 2% 500 500 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 111 111 1900 260 1 1.00 0.850 1615 Yes 143 0.99 0% 112 112 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 128 128 1900 150 1 100 1.00 0.950 1787 0.192 361 0.99 1% 129 129 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 488 488 1900 0.95 3539 35 1081 21.1 0.99 2% 493 493 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 170 170 1900 160 1 1.00 0.850 1568 Yes 172 0.99 3% 172 172 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 193 193 1900 150 1 100 1.00 0.950 1805 0.159 302 0.99 0% 195 195 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1342 1342 1900 0.95 3574 35 615 12.0 0.99 1% 1356 1356 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 183 183 1900 120 1 1.00 0.850 1615 Yes 151 0.99 0% 185 185 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 129 129 1900 150 1 100 1.00 0.950 1719 0.079 143 0.99 5% 130 130 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 876 876 1900 0.95 0.979 3494 3494 15 35 1085 21.1 0.99 1% 885 1027 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 2 Thru 100 0 0 6 D.P+P 3 Perm D.P+P 7 Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 115 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2022 Existing PM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 WBT WBR 4 4 4 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR 15.0 32.0 54.0 15.0 32.0 54.0 5.0 10.5 20.0 5.0 30.5 40.0 5.0 30.5 40.0 5.0 10.0 19.0 5.0 31.0 39.0 5.0 10.0 19.0 5.0 10.0 17.0 14.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 12.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 14.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 None 14.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None 15.0 5.0 36.0 31.0 52.0 39.0 15.4% 30.8% 30.8% 14.6% 30.0% 30.0% 14.6% 41.5% 41.5% 13.1% 40.0% 47.0 34.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lead Lag Yes Yes 1.0 2.0 None C-Max None 7.0 7.0 24.0 19.0 0 0 59.0 23.2 0.45 0.18 0.64 0.41 30.4 31.0 0.0 0.0 30.4 31.0 C C 31.2 C 347 462 1005 49.0 49.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 1.0 1.0 None C-Max C-Max 7.0 7.0 20.0 20.0 0 0 63.6 63.6 0.49 0.49 0.21 0.78 6.4 32.8 0.0 0.0 6.4 32.8 C A 30.6 C 491 #747 535 34.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 22.0 0.17 0.84 64.8 0.0 64.8 E 53.1 D 216 267 942 34.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None 7.0 19.0 0 23.2 0.18 0.78 84.4 0.0 84.4 F 71.3 E 232 267 1001 34.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 22.0 0.17 0.29 4.8 0.0 4.8 A 37.0 0.28 0.49 75.0 0.0 75.0 E 73.0 0.56 0.67 37.5 0.0 37.5 D 73.0 0.56 0.59 38.2 0.0 38.2 D 36.0 0.28 0.74 50.5 0.0 50.5 D 46 121 72 126 108 152 116 168 0 28 15 67 52 90 150 267 0 0 0 0.69 260 533 0 0 0 0.21 150 272 0 0 0 0.47 160 537 0 0 0 0.32 150 331 0 0 0 0.59 1749 0 0 0 0.78 120 867 0 0 0 0.21 150 235 0 0 0 0.55 1593 0 0 0 0.64 925 0 0 0 0.53 939 0 0 0 0.53 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 34 (26%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 42.0 Intersection Capacity Utilization 85.0% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service E 04/12/2022 HDR Synchro 11 Report 116 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 1: Lamar Blvd & 38th St 1: Lamar Blvd & 38th St 2022 Existing PM 04/12/2022 HDR Synchro 11 Report 117 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 1: Lamar Blvd & 38th St 2022 Existing PM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 183 183 0 1.00 1.00 1885 185 0.99 1 262 0.10 1795 185 1795 11.0 11.0 1.00 262 0.71 283 1.00 1.00 40.7 5.8 0.0 9.0 46.5 D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 11.4 5.0 12.0 6.4 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 495 495 0 1.00 No 1870 500 0.99 2 574 0.16 3554 500 1777 17.8 17.8 574 0.87 943 1.00 1.00 53.2 2.7 0.0 12.8 55.9 E 797 50.9 D 2 73.7 5.0 49.0 39.3 3.1 111 111 0 1.00 1.00 1900 112 0.99 0 260 0.16 1610 112 1610 6.9 6.9 1.00 260 0.43 427 1.00 1.00 35.1 0.4 0.0 4.9 35.5 D 3 18.5 5.5 14.5 13.0 0.0 40.4 D 129 129 0 1.00 1.00 1826 130 0.99 5 236 0.05 1739 130 1739 4.4 4.4 1.00 236 0.55 311 1.00 0.91 20.5 0.7 0.0 3.1 21.2 C 183 183 0 1.00 1.00 1900 0 0.99 0 0.00 1610 0 1610 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 141 141 0 1.00 1.00 1870 142 0.99 2 179 0.36 496 514 1796 33.3 33.3 0.28 649 0.79 649 1.00 0.91 37.1 8.8 0.0 22.2 45.9 D 876 876 0 1.00 No 1885 885 0.99 1 1117 0.36 3091 513 1791 33.3 33.3 647 0.79 647 1.00 0.91 37.1 8.8 0.0 22.2 45.9 D 1157 43.1 D 128 128 0 1.00 1.00 1885 129 0.99 1 260 0.10 1795 129 1795 3.2 3.2 1.00 260 0.50 268 1.00 1.00 52.6 0.5 0.0 7.0 53.1 D 4 26.3 5.0 34.0 19.5 1.8 488 488 0 1.00 No 1870 493 0.99 2 583 0.16 3554 493 1777 17.5 17.5 583 0.84 929 1.00 1.00 52.7 2.2 0.0 12.5 54.9 D 622 54.6 D 5 33.1 5.0 14.0 5.1 0.1 170 170 0 1.00 1.00 1856 0 0.99 3 0.00 1572 0 1572 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 6 52.0 5.0 47.0 35.3 2.0 193 193 0 1.00 1.00 1900 195 0.99 0 506 0.22 1810 195 1810 3.1 3.1 1.00 506 0.39 506 1.00 1.00 38.1 0.2 0.0 8.7 38.3 D 7 18.4 5.0 14.0 5.2 0.0 1342 1342 0 1.00 No 1885 1356 0.99 1 1894 0.53 3582 1356 1791 37.3 37.3 1894 0.72 1894 1.00 1.00 23.2 2.4 0.0 22.3 25.6 C 1551 27.2 C 8 26.5 5.5 34.5 19.8 1.1 Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 04/12/2022 HDR Synchro 11 Report 118 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2022 Existing PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 3574 1495 217 217 1900 150 1 100 1.00 0.950 1787 0.207 389 0.96 1% 226 226 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 539 539 1900 0.95 3574 35 723 14.1 0.96 1% 561 561 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 132 132 1900 100 1 1.00 0.850 1495 Yes 159 0.96 8% 138 138 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 124 124 1900 165 1 120 1.00 0.950 1805 0.184 350 0.96 0% 129 129 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 410 410 1900 0.95 0.970 3474 3474 24 35 729 14.2 0.96 1% 427 533 No Left 12 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 196 196 1900 150 1 100 1.00 0.950 1703 0.298 534 0.96 6% 204 204 No Left 102 102 1900 0 0 0.95 0 0 Yes 0.96 0% 106 0 No Right 1.00 9 88 88 1900 150 1 100 1.00 0.950 1805 0.206 391 0.96 0% 92 92 No Left 827 827 1900 0.95 0.981 3506 3506 14 35 395 7.7 0.96 1% 861 985 No Left 12 0 16 Yes 1.00 119 119 1900 0 0 0.95 0 0 Yes 0.96 1% 124 0 No Right 1.00 9 572 572 1900 0.95 0.974 3453 3453 22 35 485 9.4 0.96 2% 596 723 No Left 12 0 16 Yes 1.00 122 122 1900 0 0 0.95 0 0 Yes 0.96 1% 127 0 No Right 1.00 9 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 Synchro 11 Report D.P+P 3 Perm D.P+P 7 D.P+P 5 D.P+P 1 119 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2022 Existing PM WBT WBR NBT NBR SBT SBR 4 2 6 Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 5.0 10.5 14.0 5.0 30.5 44.0 5.0 10.5 14.0 8.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 8.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 5.0 5.0 36.5 30.5 44.0 44.0 10.8% 33.8% 33.8% 10.8% 33.8% 38.5 38.5 3.5 3.5 2.0 2.0 0.0 0.0 5.5 5.5 Lag Lag Yes Yes 2.0 2.0 Min Min 7.0 7.0 24.0 18.0 0 0 25.3 25.7 0.19 0.20 0.77 0.33 54.5 20.1 0.0 0.0 54.5 20.1 D C 54.6 D 215 262 649 38.5 3.5 2.0 0.0 5.5 Lag Yes 2.0 Min 7.0 18.0 0 25.7 0.20 0.80 78.3 0.0 78.3 E 92.2 F 248 257 643 33.8 0.26 1.18 170.7 0.0 170.7 F 33.8 0.26 0.71 55.1 0.0 55.1 E ~211 #294 81 124 41 57 150 192 0 0 0 1.18 1058 0 0 0 0.53 100 554 0 0 0 0.25 165 186 0 0 0 0.69 1045 0 0 0 0.51 NBL 6 5 5.0 10.5 18.0 12.5 4.0 1.5 0.0 5.5 Lag Yes 1.5 15.0 32.5 54.0 13.8% 41.5% 48.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max 7.0 20.0 0 67.6 0.52 0.54 22.9 0.0 22.9 C 23.0 C 278 395 315 74.2 0.57 0.49 23.6 0.0 23.6 C 72 127 150 417 0 0 0 0.49 1831 0 0 0 0.54 SBL 2 1 5.0 10.5 18.0 12.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 15.0 35.5 54.0 13.8% 41.5% 48.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None C-Max 7.0 23.0 0 61.7 0.47 0.44 23.8 0.0 23.8 C 22.7 C 202 282 405 74.2 0.57 0.31 14.5 0.0 14.5 B 30 62 150 374 0 0 0 0.25 1649 0 0 0 0.44 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 31.5 (24%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.18 Intersection Signal Delay: 46.6 Intersection Capacity Utilization 76.5% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service D 04/12/2022 HDR Synchro 11 Report 120 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Guadalupe St & 38th St 2: Guadalupe St & 38th St 2022 Existing PM 04/12/2022 HDR Synchro 11 Report 121 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 2: Guadalupe St & 38th St 2022 Existing PM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 217 217 0 1.00 1.00 1885 226 0.96 1 208 0.07 1795 226 1795 8.5 8.5 1.00 208 1.08 208 1.00 1.00 48.6 86.6 0.0 12.5 135.1 F Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 10.3 5.5 12.5 4.9 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 539 539 0 1.00 No 1885 561 0.96 1 665 0.19 3582 561 1791 19.7 19.7 665 0.84 1061 1.00 1.00 51.1 1.9 0.0 13.8 53.0 D 925 72.3 E 2 76.0 5.5 48.5 24.4 4.2 132 132 0 1.00 1.00 1781 138 0.96 8 280 0.19 1510 138 1510 10.7 10.7 1.00 280 0.49 447 1.00 1.00 47.4 0.5 0.0 7.3 47.9 D 3 14.0 5.5 8.5 10.5 0.0 42.4 D 119 119 0 1.00 1.00 1885 124 0.96 1 246 0.54 453 494 1804 22.4 22.4 0.25 979 0.50 979 1.00 1.00 18.7 1.9 0.0 14.7 20.6 C 88 88 0 1.00 1.00 1900 92 0.96 0 337 0.04 1810 92 1810 2.9 2.9 1.00 337 0.27 444 1.00 1.00 14.4 0.2 0.0 2.1 14.6 B 122 122 0 1.00 1.00 1885 0 0.96 1 0.00 0 0 0 0.0 0.0 0.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 572 572 0 1.00 No 1870 596 0.96 2 1326 0.37 3647 596 1777 16.4 16.4 1326 0.45 1326 1.00 1.00 30.7 1.1 0.0 11.6 31.8 C 688 29.5 C 124 124 0 1.00 1.00 1900 129 0.96 0 200 0.07 1810 129 1810 7.5 7.5 1.00 200 0.65 200 1.00 1.00 41.0 5.5 0.0 6.5 46.6 D 4 29.6 5.5 38.5 20.9 1.9 410 410 0 1.00 No 1885 427 0.96 1 529 0.19 2849 267 1791 18.6 18.6 333 0.80 530 1.00 1.00 50.7 1.9 0.0 13.2 52.5 D 662 51.6 D 5 32.4 5.5 12.5 2.0 0.1 102 102 0 1.00 1.00 1900 106 0.96 0 130 0.19 701 266 1759 18.9 18.9 0.40 327 0.81 521 1.00 1.00 50.8 2.3 0.0 13.2 53.1 D 6 54.0 5.5 48.5 18.4 2.7 196 196 0 1.00 1.00 1811 204 0.96 6 608 0.21 1725 204 1725 0.0 0.0 1.00 608 0.34 608 1.00 1.00 26.1 0.1 0.0 8.1 26.2 C 7 14.0 5.5 8.5 9.5 0.0 827 827 0 1.00 No 1885 861 0.96 1 1705 0.54 3142 491 1791 22.4 22.4 972 0.50 972 1.00 1.00 18.7 1.9 0.0 14.6 20.6 C 1189 21.6 C 8 29.6 5.5 38.5 21.7 2.5 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 04/12/2022 HDR Synchro 11 Report 122 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 5 5 1900 0 0 0.95 0 0 Yes 0.91 0% 5 0 No Right 1.00 9 70 70 1900 0 1 25 1.00 0.950 1805 0.748 1421 0.91 0% 77 77 No Left 27 27 1900 1.00 0.924 1722 1722 29 30 209 4.8 0.91 4% 30 61 No Left 12 0 16 1.00 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 28 28 1900 0 0 1.00 0 0 Yes 0.91 0% 31 0 No Right 1.00 9 1900 1615 3574 1615 113 113 1900 0 1 25 1.00 0.950 1787 0.717 1349 0.91 1% 124 124 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 14 14 1900 1.00 1900 30 79 1.8 0.91 0% 15 15 No Left 24 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 91 91 1900 0 1 1.00 0.850 1615 Yes 100 0.91 0% 100 100 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 7 7 1900 150 1 100 1.00 0.950 1805 0.250 475 0.91 0% 8 8 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1456 1456 1900 0.95 3574 35 1085 21.1 0.91 1% 1600 1600 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 94 94 1900 115 1 1.00 0.850 1615 Yes 62 0.91 0% 103 103 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 100 100 1900 150 1 100 1.00 0.950 1805 0.115 218 0.91 0% 110 110 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 948 948 1900 0.95 0.999 3571 3571 1 35 359 7.0 0.91 1% 1042 1047 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 Perm Perm Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 123 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing PM EBT EBR EBL 4 4 4 WBL 8 8 WBT WBR 8 8 8 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 5.0 35.0 28.0 5.0 35.0 28.0 18.7% 18.7% 23.0 3.5 1.5 0.0 5.0 23.0 3.5 1.5 0.0 5.0 1.5 None 7.0 23.0 0 18.4 0.12 0.45 68.0 0.0 68.0 E 71 123 217 0 0 0 0.35 1.5 None 7.0 23.0 0 18.4 0.12 0.26 35.7 0.0 35.7 D 53.7 D 28 73 129 288 0 0 0 0.21 3.0 9.5 15.0 5.0 31.5 28.0 3.0 9.5 15.0 5.0 31.5 28.0 5.0 31.5 28.0 15.0 35.0 107.0 15.0 35.0 107.0 21.5 3.0 3.5 0.0 6.5 21.5 3.0 3.5 0.0 6.5 21.5 3.0 3.5 0.0 6.5 10.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 10.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 15.0 25.0 107.0 18.7% 18.7% 18.7% 10.0% 71.3% 71.3% 10.0% 71.3% 102.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None C-Max 7.0 13.0 0 119.8 0.80 0.37 5.3 0.0 5.3 A 5.8 A 125 230 279 102.0 102.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 2.0 2.0 None C-Max C-Max 7.0 7.0 23.0 23.0 0 0 111.1 111.1 0.74 0.74 0.08 0.60 3.0 11.0 0.0 0.0 3.0 11.0 B A 10.5 B 355 483 1005 1.5 None 7.0 18.0 0 16.9 0.11 0.07 57.6 0.0 57.6 E 62.0 E 13 36 1 1.5 None 7.0 18.0 0 16.9 0.11 0.82 101.2 0.0 101.2 F 1.5 None 7.0 18.0 0 16.9 0.11 0.37 14.0 0.0 14.0 B 116.6 0.78 0.48 10.8 0.0 10.8 B 120.6 0.80 0.02 3.6 0.0 3.6 A 120 192 0 56 19 37 10 31 1 5 193 0 0 0 0.64 272 0 0 0 0.06 317 0 0 0 0.32 150 473 0 0 0 0.02 115 1212 0 0 0 0.08 150 281 0 0 0 0.39 2853 0 0 0 0.37 2647 0 0 0 0.60 Other Intersection Summary Area Type: Cycle Length: 150 Actuated Cycle Length: 150 Offset: 25 (17%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.82 Intersection Signal Delay: 14.4 Intersection Capacity Utilization 72.5% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service C 04/12/2022 HDR Synchro 11 Report 124 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing PM Splits and Phases: 3: Lamar Blvd & 40th St/Central Market Dr 04/12/2022 HDR Synchro 11 Report 125 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 3: Lamar Blvd & 40th St/Central Market Dr 2022 Existing PM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 70 70 0 1.00 1.00 1900 77 0.91 0 216 0.14 1298 77 1298 8.2 9.3 1.00 216 0.36 238 1.00 1.00 60.4 0.4 0.0 5.0 60.8 E 27 27 0 1.00 No 1841 30 0.91 4 113 0.14 829 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 138 59.7 E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 9.4 5.0 10.0 4.4 0.0 2 113.7 5.0 102.0 35.4 12.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 28 28 0 1.00 1.00 1900 31 0.91 0 117 0.14 857 61 1686 4.9 4.9 0.51 230 0.27 259 1.00 1.00 58.0 0.2 0.0 3.8 58.3 E 15.8 B 94 94 0 1.00 1.00 1900 103 0.91 0 1166 0.72 1610 103 1610 2.8 2.8 1.00 1166 0.09 1166 1.00 0.60 6.1 0.1 0.0 1.7 6.2 A 100 100 0 1.00 1.00 1900 110 0.91 0 247 0.03 1810 110 1810 2.4 2.4 1.00 247 0.44 315 1.00 1.00 10.8 0.5 0.0 2.0 11.3 B 5 5 0 1.00 1.00 1900 5 0.91 0 13 0.75 18 536 1882 15.1 15.1 0.01 1408 0.38 1408 1.00 1.00 6.7 0.8 0.0 9.8 7.5 A 948 948 0 1.00 No 1885 1042 0.91 1 2734 0.75 3655 511 1791 15.1 15.1 1339 0.38 1339 1.00 1.00 6.7 0.8 0.0 9.5 7.5 A 1157 7.8 A 113 113 0 1.00 1.00 1885 124 0.91 1 189 0.14 1352 124 1352 13.6 18.4 1.00 189 0.66 198 1.00 1.00 66.3 5.5 0.0 8.7 71.8 E 4 27.0 * 6.5 * 23 11.3 0.2 14 14 0 1.00 No 1900 15 0.91 0 259 0.14 1900 15 1900 1.0 1.0 259 0.06 272 1.00 1.00 56.4 0.0 0.0 0.9 56.4 E 239 66.0 E 5 5.9 5.0 10.0 2.2 0.0 91 91 0 1.00 1.00 1900 100 0.91 0 220 0.14 1610 100 1610 8.6 8.6 1.00 220 0.46 231 1.00 1.00 59.6 0.5 0.0 6.4 60.2 E 6 117.2 5.0 102.0 17.1 4.7 7 7 0 1.00 1.00 1900 8 0.91 0 413 0.01 1810 8 1810 0.2 0.2 1.00 413 0.02 523 1.00 0.60 5.3 0.0 0.0 0.1 5.3 A 1456 1456 0 1.00 No 1885 1600 0.91 1 2595 0.72 3582 1600 1791 33.4 33.4 2595 0.62 2595 1.00 0.60 10.3 0.7 0.0 16.8 11.0 B 1711 10.6 B 8 27.0 6.5 21.5 20.4 0.0 Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 04/12/2022 HDR Synchro 11 Report 126 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2022 Existing PM EBL EBT WBT WBR SBL SBR Ø7 3539 3574 1615 3539 3574 188 188 1900 150 1 100 1.00 0.950 1770 0.254 473 0.97 2% 194 194 No Left 806 806 1900 1000 1000 1900 0.95 0.95 35 478 9.3 0.97 2% 831 831 No Left 12 0 16 Yes 1.00 35 541 10.5 0.97 1% 1031 1031 No Left 12 0 16 Yes 1.00 91 91 1900 0 1 1.00 0.850 1615 1615 Yes 94 0.97 0% 94 94 No Right 156 156 1900 75 1 1.00 0.850 1615 Yes 78 0.97 0% 161 161 No Right 30 30 1900 230 1 60 1.00 0.950 1805 0.950 1805 30 394 9.0 0.97 0% 31 31 No Left 12 0 16 1.00 15 1 Left 20 0 0 20 1.00 9 1 Right 20 0 0 20 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 1.00 9 1 Right 20 0 0 20 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 2 Thru 100 0 0 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 94 6 Cl+Ex Cl+Ex Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR pm+pt 5 0.0 NA 2 0.0 NA 6 Perm Prot pm+ov 5 3 7 Synchro 11 Report 127 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2022 Existing PM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Ø7 5.0 23.0 28.0 19% 23.0 4.0 1.0 2.0 None EBL 2 5 EBT 2 WBT WBR 6 6 6 SBL 3 SBR 7 5 4.0 10.0 22.0 5.0 23.0 28.0 15.0 23.0 122.0 15.0 30.0 100.0 15.0 30.0 100.0 23.0 4.0 1.0 0.0 5.0 117.0 4.0 1.0 0.0 5.0 95.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 17.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 4.0 10.0 22.0 14.7% 81.3% 66.7% 66.7% 18.7% 14.7% 17.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 None 95.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None C-Max C-Max C-Max 7.0 18.0 0 126.2 0.84 0.12 1.8 0.0 1.8 A 137.0 0.91 0.40 3.5 0.0 3.5 A 5.8 0.04 0.61 29.8 0.0 29.8 C 2.0 None 2.0 7.0 18.0 0 126.2 0.84 0.34 3.7 0.0 3.7 A 3.4 A 114 178 461 3005 0 0 0 0.34 139.0 0.93 0.25 1.2 0.0 1.2 A 1.6 A 43 66 398 3279 0 0 0 0.25 17 31 150 579 0 0 0 0.34 13 35 75 1370 0 0 0 0.12 0 59 266 0 0 0 0.35 7.2 0.05 0.36 80.1 0.0 80.1 F 42.3 D 30 66 314 230 276 0 0 0 0.11 Other Intersection Summary Area Type: Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBT, Start of Red Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 4.7 Intersection Capacity Utilization 54.7% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service A 04/12/2022 HDR Synchro 11 Report 128 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings Splits and Phases: 4: 38th St & Shoal Creek Blvd 4: 38th St & Shoal Creek Blvd 2022 Existing PM 04/12/2022 HDR Synchro 11 Report 129 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 4: 38th St & Shoal Creek Blvd 2022 Existing PM EBL EBT WBT WBR SBL SBR 188 188 0 1.00 1.00 1870 194 0.97 2 443 0.03 1781 194 1781 2.9 2.9 1.00 443 0.44 586 1.00 1.00 3.2 0.3 0.0 1.4 3.5 A Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 806 806 0 1.00 No 1870 831 0.97 2 3070 0.86 3647 831 1777 6.2 6.2 3070 0.27 3070 1.00 1.00 1.8 0.2 0.0 2.7 2.0 A 1025 2.3 A 2 134.6 5.0 117.0 8.2 4.2 1000 1000 0 1.00 No 1885 1031 0.97 1 2857 0.80 3676 1031 1791 12.3 12.3 2857 0.36 2857 1.00 1.00 4.3 0.4 0.0 7.2 4.7 A 1192 4.5 A 6.8 A 156 156 0 1.00 1.00 1900 161 0.97 0 1284 0.80 1610 161 1610 3.4 3.4 1.00 1284 0.13 1284 1.00 1.00 3.4 0.2 0.0 1.9 3.6 A 30 30 0 1.00 1.00 No 1900 31 0.97 0 126 0.07 1810 31 1810 2.4 2.4 1.00 126 0.25 277 1.00 1.00 66.1 0.4 0.0 2.1 66.4 E 125 65.6 E 5 9.9 5.0 17.0 4.9 0.1 91 91 0 1.00 1.00 1900 94 0.97 0 165 0.07 1610 94 1610 8.3 8.3 1.00 165 0.57 300 1.00 1.00 64.2 1.2 0.0 6.3 65.3 E 6 124.7 5.0 95.0 14.3 5.9 Notes User approved pedestrian interval to be less than phase max green. 8 15.4 5.0 23.0 10.3 0.1 04/12/2022 HDR Synchro 11 Report 130 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Forecasted AM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 346 346 1900 0 0 0.95 0 0 Yes 0.96 1% 360 0 No Right 1.00 9 3505 1583 3505 1509 3539 1599 150 150 1900 150 1 50 1.00 0.950 1752 0.173 319 0.96 3% 156 156 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 638 638 1900 0.95 3505 35 1022 19.9 0.96 3% 665 665 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 165 165 1900 260 1 1.00 0.850 1583 Yes 167 0.96 2% 172 172 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 166 166 1900 150 1 100 1.00 0.950 1770 0.144 268 0.96 2% 173 173 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 524 524 1900 0.95 3505 35 1081 21.1 0.96 3% 546 546 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 153 153 1900 160 1 1.00 0.850 1509 Yes 136 0.96 7% 159 159 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 137 137 1900 150 1 100 1.00 0.950 1805 0.055 104 0.96 0% 143 143 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 599 599 1900 0.95 3539 35 615 12.0 0.96 2% 624 624 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 139 139 1900 120 1 1.00 0.850 1599 Yes 140 0.96 1% 145 145 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 212 212 1900 150 1 100 1.00 0.950 1719 0.355 642 0.96 5% 221 221 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1131 1131 1900 0.95 0.965 3449 3449 42 35 1085 21.1 0.96 1% 1178 1538 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 2 Thru 100 0 0 6 D.P+P 3 Perm D.P+P 7 Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 131 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Forecasted AM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 WBT WBR 4 4 4 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR 15.0 32.0 75.0 15.0 32.0 75.0 5.0 10.5 17.0 5.0 30.5 34.0 5.0 30.5 34.0 5.0 10.0 15.0 5.0 31.0 32.0 5.0 10.0 14.0 5.0 10.0 16.0 9.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 11.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 10.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 None 11.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None 15.0 5.0 36.0 31.0 77.0 32.0 12.1% 24.3% 24.3% 10.7% 22.9% 22.9% 10.0% 53.6% 53.6% 11.4% 55.0% 72.0 27.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lead Lag Yes Yes 1.0 2.0 None C-Max None 7.0 7.0 24.0 19.0 0 0 72.5 26.9 0.52 0.19 0.85 0.40 28.7 14.2 0.0 0.0 28.7 14.2 C B 26.5 C 622 733 1005 70.0 70.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 1.0 1.0 None C-Max C-Max 7.0 7.0 20.0 20.0 0 0 71.4 71.4 0.51 0.51 0.16 0.35 3.6 21.3 0.0 0.0 3.6 21.3 C A 28.5 C 177 222 535 27.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None 7.0 19.0 0 26.9 0.19 0.81 64.7 0.0 64.7 E 64.5 E 253 322 1001 28.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 27.8 0.20 0.96 79.0 0.0 79.0 E 66.1 E 318 #435 942 28.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 27.8 0.20 0.38 14.6 0.0 14.6 B 38.5 0.28 0.95 110.4 0.0 110.4 F 81.5 0.58 0.49 11.6 0.0 11.6 B 37.5 0.27 0.78 67.7 0.0 67.7 E 81.5 0.58 0.85 85.0 0.0 85.0 F 120 #264 78 #203 117 #192 46 m72 2 38 17 83 19 86 150 204 0 0 0 0.76 260 455 0 0 0 0.38 150 183 0 0 0 0.95 160 400 0 0 0 0.40 150 169 0 0 0 0.85 1804 0 0 0 0.35 120 884 0 0 0 0.16 150 462 0 0 0 0.48 1805 0 0 0 0.85 675 0 0 0 0.81 713 0 0 0 0.93 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 44 (31%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 42.9 Intersection Capacity Utilization 93.8% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service F 04/12/2022 HDR Synchro 11 Report 132 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 1: Lamar Blvd & 38th St 1: Lamar Blvd & 38th St 2028 Forecasted AM 04/12/2022 HDR Synchro 11 Report 133 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 1: Lamar Blvd & 38th St 2028 Forecasted AM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 212 212 0 1.00 1.00 1826 221 0.96 5 498 0.16 1739 221 1739 9.1 9.1 1.00 498 0.44 498 2.00 0.70 14.0 0.2 0.0 5.4 14.1 B 139 139 0 1.00 1.00 1885 0 0.96 1 0.00 1598 0 1598 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 346 346 0 1.00 1.00 1885 360 0.96 1 419 1.00 815 768 1738 0.0 0.0 0.47 894 0.86 894 2.00 0.70 0.0 7.6 0.0 3.4 7.6 A 1131 1131 0 1.00 No 1885 1178 0.96 1 1396 1.00 2714 770 1791 0.0 0.0 921 0.84 921 2.00 0.70 0.0 6.4 0.0 3.0 6.4 A 1759 7.9 A Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 150 150 0 1.00 1.00 1856 156 0.96 3 232 0.08 1767 156 1767 9.9 9.9 1.00 232 0.67 232 1.00 1.00 42.5 6.0 0.0 8.2 48.5 D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 16.0 5.0 11.0 11.1 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 638 638 0 1.00 No 1856 665 0.96 3 709 0.20 3526 665 1763 26.0 26.0 709 0.94 718 1.00 1.00 55.1 19.6 0.0 19.4 74.6 E 993 63.4 E 2 75.4 5.0 70.0 16.8 1.6 165 165 0 1.00 1.00 1870 172 0.96 2 319 0.20 1585 172 1585 11.0 11.0 1.00 319 0.54 323 1.00 1.00 32.7 0.9 0.0 7.7 3 17.0 5.5 11.5 11.9 0.0 34.2 C 166 166 0 1.00 1.00 1870 173 0.96 2 189 0.07 1781 173 1781 8.6 8.6 1.00 189 0.92 189 1.00 1.00 62.8 41.9 0.0 13.0 4 31.6 5.0 27.0 22.8 1.0 524 524 0 1.00 No 1856 546 0.96 3 671 0.19 3526 546 1763 20.8 20.8 671 0.81 680 1.00 1.00 54.3 6.9 0.0 14.9 61.2 E 719 71.7 E 5 14.4 5.0 9.0 2.0 0.0 153 153 0 1.00 1.00 1796 0 0.96 7 0.00 1522 0 1522 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 6 77.0 5.0 72.0 2.0 4.2 137 137 0 1.00 1.00 1900 143 0.96 0 349 0.07 1810 143 1810 0.0 0.0 1.00 349 0.41 349 1.00 1.00 21.1 0.3 0.0 5.9 21.4 C 7 15.0 5.0 10.0 10.6 0.0 599 599 0 1.00 No 1870 624 0.96 2 1786 0.50 3554 624 1777 14.8 14.8 1786 0.35 1786 1.00 1.00 21.0 0.5 0.0 10.4 21.6 C 767 21.5 C 8 33.6 5.5 28.5 28.0 0.1 33.6 C 104.7 F Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 04/12/2022 HDR Synchro 11 Report 134 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Forecasted AM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 3505 1468 146 146 1900 150 1 100 1.00 0.950 1787 0.112 211 0.92 1% 159 159 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 428 428 1900 0.95 3505 35 723 14.1 0.92 3% 465 465 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 173 173 1900 100 1 1.00 0.850 1468 Yes 159 0.92 10% 188 188 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 108 108 1900 165 1 120 1.00 0.950 1787 0.362 681 0.92 1% 117 117 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 713 713 1900 0.95 0.988 3502 3502 7 35 729 14.2 0.92 2% 775 845 No Left 12 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 129 129 1900 150 1 100 1.00 0.950 1787 0.447 841 0.92 1% 140 140 No Left 127 127 1900 150 1 100 1.00 0.950 1570 0.103 170 0.92 15% 138 138 No Left 64 64 1900 0 0 0.95 0 0 Yes 0.92 0% 70 0 No Right 1.00 9 341 341 1900 0.95 0.979 3352 3352 15 35 395 7.7 0.92 6% 371 431 No Left 12 0 16 Yes 1.00 55 55 1900 0 0 0.95 0 0 Yes 0.92 2% 60 0 No Right 1.00 9 781 781 1900 0.95 0.966 3427 3427 32 35 485 9.4 0.92 2% 849 1098 No Left 12 0 16 Yes 1.00 229 229 1900 0 0 0.95 0 0 Yes 0.92 1% 249 0 No Right 1.00 9 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 Synchro 11 Report D.P+P 3 Perm D.P+P 7 D.P+P 5 D.P+P 1 135 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Forecasted AM WBT WBR NBT NBR SBT SBR 4 2 6 Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 5.0 10.5 20.0 5.0 30.5 45.0 5.0 10.5 20.0 14.5 3.5 2.0 0.0 5.5 Lag Yes 1.5 None 14.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 5.0 5.0 36.5 30.5 45.0 45.0 15.4% 34.6% 34.6% 15.4% 34.6% 39.5 39.5 3.5 3.5 2.0 2.0 0.0 0.0 5.5 5.5 Lead Lag Yes Yes 2.0 2.0 Min Min 7.0 7.0 24.0 18.0 0 0 35.6 36.5 0.27 0.28 0.88 0.36 55.6 9.5 0.0 0.0 55.6 9.5 E A 52.1 D 353 421 649 39.5 3.5 2.0 0.0 5.5 Lag Yes 2.0 Min 7.0 18.0 0 36.5 0.28 0.47 39.8 0.0 39.8 D 39.9 D 170 212 643 45.9 0.35 0.80 75.9 0.0 75.9 E 45.9 0.35 0.37 27.3 0.0 27.3 C 87 145 62 95 18 74 150 257 0 0 0 0.62 1087 0 0 0 0.43 100 565 0 0 0 0.33 165 386 0 0 0 0.30 1068 0 0 0 0.79 NBL 6 5 5.0 10.5 15.0 9.5 4.0 1.5 0.0 5.5 Lead Yes 1.5 15.0 32.5 50.0 11.5% 38.5% 44.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None C-Max 7.0 20.0 0 52.6 0.40 0.32 27.6 0.0 27.6 C 31.8 C 125 185 315 62.1 0.48 0.72 44.8 0.0 44.8 D 60 #175 150 195 0 0 0 0.71 1365 0 0 0 0.32 SBL 2 1 5.0 10.5 15.0 9.5 4.0 1.5 0.0 5.5 Lag Yes 1.0 15.0 35.5 50.0 11.5% 38.5% 44.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max 7.0 23.0 0 51.9 0.40 0.79 39.8 0.0 39.8 D 37.8 D 431 #589 405 62.1 0.48 0.30 22.4 0.0 22.4 C 60 111 150 470 0 0 0 0.30 1387 0 0 0 0.79 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 15.5 (12%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 41.2 Intersection Capacity Utilization 84.1% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service E 04/12/2022 HDR Synchro 11 Report 136 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Guadalupe St & 38th St 2: Guadalupe St & 38th St 2028 Forecasted AM 04/12/2022 HDR Synchro 11 Report 137 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 2: Guadalupe St & 38th St 2028 Forecasted AM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 146 146 0 1.00 1.00 1885 159 0.92 1 185 0.06 1795 159 1795 5.8 5.8 1.00 185 0.86 277 1.00 1.00 58.5 11.0 0.0 9.6 69.5 E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 27.4 5.5 9.5 2.0 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 428 428 0 1.00 No 1856 465 0.92 3 910 0.26 3526 465 1763 14.7 14.7 910 0.51 1071 1.00 1.00 41.2 0.2 0.0 10.5 41.4 D 812 41.5 D 2 50.0 5.5 44.5 14.3 1.6 173 173 0 1.00 1.00 1752 188 0.92 10 383 0.26 1485 188 1485 9.2 9.2 1.00 383 0.49 451 1.00 1.00 17.8 0.4 0.0 5.7 18.2 B 3 13.3 5.5 14.5 7.8 0.1 40.3 D 55 55 0 1.00 1.00 1870 60 0.92 2 163 0.34 476 217 1725 12.3 12.3 0.28 591 0.37 591 1.00 1.00 32.2 1.8 0.0 9.2 33.9 C 129 129 0 1.00 1.00 1885 140 0.92 1 596 0.17 1795 140 1795 0.0 0.0 1.00 596 0.23 596 1.00 1.00 26.0 0.1 0.0 5.3 26.0 C 229 229 0 1.00 1.00 1885 0 0.92 1 0.00 0 0 0 0.0 0.0 0.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 781 781 0 1.00 No 1870 849 0.92 2 1596 0.45 3647 849 1777 22.5 22.5 1596 0.53 1596 1.00 1.00 25.9 1.3 0.0 14.7 27.2 C 989 27.0 C 108 108 0 1.00 1.00 1885 117 0.92 1 281 0.06 1795 117 1795 6.2 6.2 1.00 281 0.42 370 1.00 1.00 33.1 0.4 0.0 4.9 33.5 C 4 39.3 5.5 39.5 31.6 2.3 713 713 0 1.00 No 1870 775 0.92 2 858 0.26 3296 418 1777 29.6 29.6 462 0.90 540 1.00 1.00 46.5 15.6 0.0 21.2 62.1 E 962 58.6 E 5 13.5 5.5 9.5 8.0 0.0 64 64 0 1.00 1.00 1900 70 0.92 0 77 0.26 298 427 1817 29.6 29.6 0.16 473 0.90 552 1.00 1.00 46.5 15.4 0.0 21.6 61.9 E 6 63.9 5.5 44.5 24.5 3.9 127 127 0 1.00 1.00 1678 138 0.92 15 314 0.06 1598 138 1598 6.0 6.0 1.00 314 0.44 333 1.00 1.00 19.6 0.4 0.0 4.0 20.0 B 7 13.6 5.5 14.5 8.2 0.0 341 341 0 1.00 No 1811 371 0.92 6 1017 0.34 2970 214 1721 12.1 12.1 589 0.36 589 1.00 1.00 32.1 1.7 0.0 9.1 33.8 C 569 30.5 C 8 39.1 5.5 39.5 16.7 2.3 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 04/12/2022 HDR Synchro 11 Report 138 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted AM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 17 17 1900 0 0 0.95 0 0 Yes 0.91 0% 19 0 No Right 1.00 9 32 32 1900 0 1 25 1.00 0.950 1805 0.750 1425 0.91 0% 35 35 No Left 9 9 1900 1.00 0.871 1600 1600 60 30 209 4.8 0.91 0% 10 70 No Left 12 0 16 1.00 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 55 55 1900 0 0 1.00 0 0 Yes 0.91 4% 60 0 No Right 1.00 9 1900 1583 3505 1615 61 61 1900 0 1 25 1.00 0.950 1805 0.690 1311 0.91 0% 67 67 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 11 11 1900 1.00 1900 30 115 2.6 0.91 0% 12 12 No Left 24 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 57 57 1900 0 1 1.00 0.850 1583 Yes 63 0.91 2% 63 63 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 18 18 1900 150 1 100 1.00 0.950 1805 0.086 163 0.91 0% 20 20 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 769 769 1900 0.95 3505 35 1085 21.1 0.91 3% 845 845 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 70 70 1900 115 1 1.00 0.850 1615 Yes 77 0.91 0% 77 77 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 58 58 1900 150 1 100 1.00 0.950 1770 0.330 615 0.91 2% 64 64 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1700 1700 1900 0.95 0.998 3533 3533 2 35 359 7.0 0.91 2% 1868 1887 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 Perm Perm Perm D.Pm Perm D.P+P 5 Synchro 11 Report 139 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted AM EBT EBR EBL 4 4 4 WBL 8 8 WBT WBR 8 8 8 NBL 6 5 NBT 2 NBR 2 2 SBL 2 2 6 SBT SBR Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 5.0 35.0 15.0 5.0 35.0 15.0 10.7% 10.7% 10.0 3.5 1.5 0.0 5.0 10.0 3.5 1.5 0.0 5.0 3.0 None 7.0 23.0 0 10.0 0.07 0.35 71.9 0.0 71.9 E 31 69 101 0 0 0 0.35 3.0 None 7.0 23.0 0 10.0 0.07 0.41 26.1 0.0 26.1 C 41.4 D 9 59 129 170 0 0 0 0.41 5.0 31.5 15.0 5.0 5.0 31.5 31.5 15.0 15.0 10.7% 10.7% 10.7% 8.5 3.0 3.5 0.0 6.5 8.5 3.0 3.5 0.0 6.5 8.5 3.0 3.5 0.0 6.5 3.0 None 7.0 18.0 0 8.5 0.06 0.85 129.5 0.0 129.5 F 62 #155 79 0 0 0 0.85 3.0 None 7.0 18.0 0 8.5 0.06 0.10 64.4 0.0 64.4 E 76.5 E 11 33 35 115 0 0 0 0.10 3.0 None 7.0 18.0 0 8.5 0.06 0.41 22.5 0.0 22.5 C 0 48 155 0 0 0 0.41 3.0 3.0 15.0 35.0 125.0 15.0 35.0 125.0 120.0 4.0 1.0 0.0 5.0 120.0 4.0 1.0 0.0 5.0 5.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 15.0 15.0 3.0 25.0 35.0 9.5 115.0 125.0 10.0 7.1% 89.3% 89.3% 89.3% 82.1% 110.0 120.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Yes 3.0 3.0 None C-Max C-Max C-Max C-Max 7.0 7.0 13.0 23.0 0 0 114.0 120.0 0.81 0.86 0.66 0.06 7.0 0.2 0.0 0.0 7.0 0.2 A A 6.9 A 355 415 279 7.0 23.0 0 120.0 0.86 0.28 1.6 0.0 1.6 A 1.5 A 43 48 1005 7.0 23.0 0 120.0 0.86 0.12 2.1 0.0 2.1 A 117.0 0.84 0.10 2.2 0.0 2.2 A 0 m2 2 m3 7 14 150 194 0 0 0 0.10 115 1395 0 0 0 0.06 150 527 0 0 0 0.12 2877 0 0 0 0.66 3004 0 0 0 0.28 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 55 (39%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 9.6 Intersection Capacity Utilization 67.8% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service C 04/12/2022 HDR Synchro 11 Report 140 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted AM # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Lamar Blvd & 40th St/Central Market Dr 04/12/2022 HDR Synchro 11 Report 141 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted AM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 70 70 0 1.00 1.00 1900 77 0.91 0 9966 1.00 1610 77 1610 0.0 0.0 1.00 9966 0.01 9966 2.00 0.91 0.0 0.0 0.0 0.0 0.0 A 17 17 0 1.00 1.00 1900 19 0.91 0 230 1.00 37 967 1864 0.0 0.0 0.02 11697 0.08 11697 1.00 1.00 0.0 0.0 0.0 0.1 0.0 A 58 58 0 1.00 1.00 1870 64 0.91 2 226 0.10 1781 64 1781 5.4 5.4 1.00 0 0.00 0 1.00 1.00 0.0 0.0 0.0 0.0 0.0 A 1700 1700 0 1.00 No 1870 1868 0.91 2 9999 1.00 3604 920 1777 0.0 0.0 11152 0.08 11152 1.00 1.00 0.0 0.0 0.0 0.1 0.0 A 1951 0.0 A Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 32 32 0 1.00 1.00 1900 35 0.91 0 125 0.06 1346 35 1346 3.5 4.4 1.00 125 0.28 140 1.00 1.00 64.2 1.2 0.0 2.3 65.4 E 9 9 0 1.00 No 1900 10 0.91 0 14 0.06 235 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 105 74.1 E 1 Timer - Assigned Phs 18.8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s 5.0 Max Green Setting (Gmax), s 120.0 7.4 Max Q Clear Time (g_c+I1), s 0.2 Green Ext Time (p_c), s 2 890.3 5.0 120.0 2.0 7.5 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 55 55 0 1.00 1.00 1841 60 0.91 4 86 0.06 1411 70 1646 5.8 5.8 0.86 100 0.70 118 1.00 1.00 64.5 14.0 0.0 5.1 7.4 A 61 61 0 1.00 1.00 1900 67 0.91 0 77 0.06 1352 67 1352 2.7 8.5 1.00 77 0.87 77 1.00 1.00 69.5 60.6 0.0 6.7 4 15.0 * 6.5 * 10 7.8 0.1 11 11 0 1.00 No 1900 12 0.91 0 115 0.06 1900 12 1900 0.8 0.8 115 0.10 115 1.00 1.00 62.2 0.4 0.0 0.8 62.5 E 142 101.8 F 5 6.6 5.0 5.0 2.2 0.0 57 57 0 1.00 1.00 1870 63 0.91 2 96 0.06 1585 63 1585 5.4 5.4 1.00 96 0.65 96 1.00 1.00 64.3 14.8 0.0 4.7 79.2 E 6 902.4 5.0 110.0 2.0 30.9 18 18 0 1.00 1.00 1900 20 0.91 0 72 0.02 1810 20 1810 0.2 0.2 1.00 72 0.28 116 2.00 0.91 52.0 1.9 0.0 1.1 53.9 D 769 769 0 1.00 No 1856 845 0.91 3 9999 1.00 3526 845 1763 0.0 0.0 21821 0.04 21821 2.00 0.91 0.0 0.0 0.0 0.0 0.0 A 942 1.1 A 8 15.0 6.5 8.5 10.5 0.0 78.5 E 130.1 F Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 04/12/2022 HDR Synchro 11 Report 142 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Forecasted AM EBL EBT WBT WBR SBL SBR Ø7 3539 3539 1615 3539 3539 197 197 1900 150 1 100 1.00 0.950 1805 0.195 370 0.90 0% 219 219 No Left 1229 1229 1900 1007 1007 1900 0.95 0.95 35 478 9.3 0.90 2% 1366 1366 No Left 12 0 16 Yes 1.00 35 541 10.5 0.90 2% 1119 1119 No Left 12 0 16 Yes 1.00 198 198 1900 0 1 1.00 0.850 1583 1583 Yes 107 0.90 2% 220 220 No Right 69 69 1900 75 1 1.00 0.850 1615 Yes 37 0.90 0% 77 77 No Right 108 108 1900 230 1 60 1.00 0.950 1787 0.950 1787 30 394 9.0 0.90 1% 120 120 No Left 12 0 16 1.00 15 1 Left 20 0 0 20 1.00 9 1 Right 20 0 0 20 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 1.00 9 1 Right 20 0 0 20 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 2 Thru 100 0 0 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 94 6 Cl+Ex Cl+Ex Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR pm+pt 5 0.0 NA 2 0.0 NA 6 Perm Prot pm+ov 5 3 7 Synchro 11 Report 143 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Forecasted AM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Ø7 5.0 23.5 30.0 21% 24.5 3.0 2.5 2.0 None EBL 2 5 EBT 2 WBT WBR 6 6 6 SBL 3 SBR 7 5 15.0 30.5 95.0 15.0 30.5 95.0 4.0 12.0 15.0 5.0 23.5 30.0 15.0 23.5 110.0 24.5 3.0 2.5 0.0 5.5 104.5 4.0 1.5 0.0 5.5 89.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 7.0 4.0 4.0 0.0 8.0 Lead Yes 1.0 4.0 12.0 15.0 10.7% 78.6% 67.9% 67.9% 21.4% 10.7% 7.0 4.0 4.0 0.0 8.0 Lead Yes 1.0 None 89.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max C-Max C-Max 7.0 18.0 0 95.6 0.68 0.07 2.3 0.0 2.3 A 112.7 0.80 0.53 8.1 0.0 8.1 A 11.6 0.08 0.96 82.2 0.0 82.2 F 2.0 None 2.0 7.0 18.0 0 95.6 0.68 0.46 9.5 0.0 9.5 A 9.0 A 349 420 461 2417 0 0 0 0.46 115.2 0.82 0.47 4.5 0.0 4.5 A 5.0 A 153 233 398 2913 0 0 0 0.47 37 69 150 420 0 0 0 0.52 0 m5 75 1114 0 0 0 0.07 104 #270 233 0 0 0 0.94 13.8 0.10 0.69 79.8 0.0 79.8 E 81.4 F 107 169 314 230 312 0 0 0 0.38 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 68.5 (49%), Referenced to phase 2:EBTL and 6:WBT, Start of Red Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.96 Intersection Signal Delay: 14.8 Intersection Capacity Utilization 60.6% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service B 04/12/2022 HDR Synchro 11 Report 144 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 4: 38th St & Shoal Creek Blvd 4: 38th St & Shoal Creek Blvd 2028 Forecasted AM 04/12/2022 HDR Synchro 11 Report 145 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 4: 38th St & Shoal Creek Blvd 2028 Forecasted AM EBL EBT WBT WBR SBL SBR 197 197 0 1.00 1.00 1900 219 0.90 0 387 0.05 1810 219 1810 5.2 5.2 1.00 387 0.57 387 1.00 1.00 9.3 1.2 0.0 3.5 10.5 B Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 1229 1229 0 1.00 No 1870 1366 0.90 2 2756 0.78 3647 1366 1777 19.6 19.6 2756 0.50 2756 1.00 1.00 5.7 0.6 0.0 10.7 6.4 A 1585 6.9 A 2 114.1 5.5 104.5 21.6 8.7 1007 1007 0 1.00 No 1870 1119 0.90 2 2376 0.67 3647 1119 1777 21.3 21.3 2376 0.47 2376 1.00 1.00 11.2 0.7 0.0 12.9 11.9 B 1196 11.7 B 14.1 B 69 69 0 1.00 1.00 1900 77 0.90 0 1076 0.67 1610 77 1610 2.3 2.3 1.00 1076 0.07 1076 1.00 1.00 8.1 0.1 0.0 1.5 8.2 A 108 108 0 1.00 1.00 No 1885 120 0.90 1 262 0.15 1795 120 1795 8.6 8.6 1.00 262 0.46 314 1.00 1.00 54.7 0.5 0.0 7.1 55.2 E 340 56.1 E 5 15.0 8.0 7.0 7.2 0.0 198 198 0 1.00 1.00 1870 220 0.90 2 310 0.15 1585 220 1585 18.1 18.1 1.00 310 0.71 357 1.00 1.00 52.6 4.0 0.0 12.1 56.6 E 6 99.1 5.5 89.5 23.3 6.5 Notes User approved pedestrian interval to be less than phase max green. 8 25.9 5.5 24.5 20.1 0.3 04/12/2022 HDR Synchro 11 Report 146 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Forecasted PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 173 173 1900 0 0 0.95 0 0 Yes 0.99 2% 175 0 No Right 1.00 9 3539 1615 3539 1568 3574 1615 225 225 1900 150 1 50 1.00 0.950 1787 0.162 305 0.99 1% 227 227 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 609 609 1900 0.95 3539 35 1022 19.9 0.99 2% 615 615 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 137 137 1900 260 1 1.00 0.850 1615 Yes 143 0.99 0% 138 138 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 157 157 1900 150 1 100 1.00 0.950 1787 0.152 286 0.99 1% 159 159 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 600 600 1900 0.95 3539 35 1081 21.1 0.99 2% 606 606 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 209 209 1900 160 1 1.00 0.850 1568 Yes 184 0.99 3% 211 211 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 237 237 1900 150 1 100 1.00 0.950 1805 0.074 141 0.99 0% 239 239 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1650 1650 1900 0.95 3574 35 615 12.0 0.99 1% 1667 1667 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 225 225 1900 120 1 1.00 0.850 1615 Yes 151 0.99 0% 227 227 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 159 159 1900 150 1 100 1.00 0.950 1719 0.070 127 0.99 5% 161 161 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1077 1077 1900 0.95 0.979 3494 3494 15 35 1085 21.1 0.99 1% 1088 1263 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 2 Thru 100 0 0 6 D.P+P 3 Perm D.P+P 7 Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 147 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Forecasted PM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 WBT WBR 4 4 4 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR 15.0 32.0 54.0 15.0 32.0 54.0 5.0 10.5 20.0 5.0 30.5 40.0 5.0 30.5 40.0 5.0 10.0 19.0 5.0 31.0 39.0 5.0 10.0 19.0 5.0 10.0 17.0 14.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 12.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 14.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 None 14.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None 15.0 5.0 36.0 31.0 52.0 39.0 15.4% 30.8% 30.8% 14.6% 30.0% 30.0% 14.6% 41.5% 41.5% 13.1% 40.0% 47.0 34.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lead Lag Yes Yes 1.0 2.0 None C-Max None 7.0 7.0 24.0 19.0 0 0 53.9 27.6 0.41 0.21 0.87 0.44 42.7 26.1 0.0 0.0 42.7 26.1 D C 44.6 D 503 #714 1005 49.0 49.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 1.0 1.0 None C-Max C-Max 7.0 7.0 20.0 20.0 0 0 57.1 57.1 0.44 0.44 0.29 1.06 10.3 77.2 0.0 0.0 10.3 77.2 E B 71.8 E ~831 #1054 535 34.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None 7.0 19.0 0 27.6 0.21 0.81 74.4 0.0 74.4 E 63.3 E 274 297 1001 34.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 26.3 0.20 0.86 62.3 0.0 62.3 E 55.4 E 266 315 942 34.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 26.3 0.20 0.31 7.5 0.0 7.5 A 67.9 0.52 0.81 58.8 0.0 58.8 E 42.1 0.32 0.59 70.5 0.0 70.5 E 41.1 0.32 0.89 65.8 0.0 65.8 E 67.9 0.52 0.95 92.6 0.0 92.6 F 118 0 48 m145 150 #330 84 #204 139 #249 59 m90 38 103 150 262 0 0 0 0.87 260 533 0 0 0 0.26 150 272 0 0 0 0.58 160 545 0 0 0 0.39 150 252 0 0 0 0.95 1569 0 0 0 1.06 120 793 0 0 0 0.29 150 220 0 0 0 0.73 1456 0 0 0 0.87 925 0 0 0 0.66 939 0 0 0 0.65 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 34 (26%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 60.3 Intersection Capacity Utilization 100.6% Analysis Period (min) 15 Intersection LOS: E ICU Level of Service G 04/12/2022 HDR Synchro 11 Report 148 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 1: Lamar Blvd & 38th St 1: Lamar Blvd & 38th St 2028 Forecasted PM 04/12/2022 HDR Synchro 11 Report 149 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 1: Lamar Blvd & 38th St 2028 Forecasted PM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 225 225 0 1.00 1.00 1885 227 0.99 1 281 0.11 1795 227 1795 13.0 13.0 1.00 281 0.81 281 1.00 1.00 37.9 14.8 0.0 11.1 52.7 D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 14.7 5.0 12.0 9.7 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 609 609 0 1.00 No 1870 615 0.99 2 690 0.19 3554 615 1777 21.9 21.9 690 0.89 943 1.00 1.00 51.0 6.8 0.0 15.6 57.8 E 980 52.8 D 2 64.8 5.0 49.0 61.8 0.0 137 137 0 1.00 1.00 1900 138 0.99 0 313 0.19 1610 138 1610 7.9 7.9 1.00 313 0.44 427 1.00 1.00 30.1 0.4 0.0 5.6 30.4 C 3 20.0 5.5 14.5 15.0 0.0 59.5 E 159 159 0 1.00 1.00 1826 161 0.99 5 185 0.07 1739 161 1739 7.7 7.7 1.00 185 0.87 216 1.00 0.85 37.1 21.5 0.0 10.1 58.6 E 225 225 0 1.00 1.00 1900 0 0.99 0 0.00 1610 0 1610 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 173 173 0 1.00 1.00 1870 175 0.99 2 179 0.36 496 634 1796 45.3 45.3 0.28 649 0.98 649 1.00 0.85 40.9 27.2 0.0 31.9 68.2 E 1077 1077 0 1.00 No 1885 1088 0.99 1 1117 0.36 3091 629 1791 45.0 45.0 647 0.97 647 1.00 0.85 40.8 26.4 0.0 31.5 67.3 E 1424 66.7 E 157 157 0 1.00 1.00 1885 159 0.99 1 278 0.11 1795 159 1795 5.3 5.3 1.00 278 0.57 278 1.00 1.00 52.0 1.8 0.0 8.6 53.8 D 4 30.5 5.0 34.0 23.5 2.0 600 600 0 1.00 No 1870 606 0.99 2 697 0.20 3554 606 1777 21.5 21.5 697 0.87 929 1.00 1.00 50.6 5.6 0.0 15.2 56.2 E 765 55.7 E 5 27.5 5.0 14.0 13.3 0.0 209 209 0 1.00 1.00 1856 0 0.99 3 0.00 1572 0 1572 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 6 52.0 5.0 47.0 47.3 0.0 237 237 0 1.00 1.00 1900 239 0.99 0 374 0.17 1810 239 1810 11.3 11.3 1.00 374 0.64 374 1.00 1.00 47.7 2.8 0.0 11.8 50.4 D 7 19.8 5.0 14.0 7.3 0.0 1650 1650 0 1.00 No 1885 1667 0.99 1 1647 0.46 3582 1667 1791 59.8 59.8 1647 1.01 1647 1.00 1.00 35.1 25.2 0.0 40.3 60.3 F 1906 59.0 E 8 30.7 5.5 34.5 23.9 1.3 Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 04/12/2022 HDR Synchro 11 Report 150 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Forecasted PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 3574 1495 267 267 1900 150 1 100 1.00 0.950 1787 0.165 310 0.96 1% 278 278 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 663 663 1900 0.95 3574 35 723 14.1 0.96 1% 691 691 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 162 162 1900 100 1 1.00 0.850 1495 Yes 159 0.96 8% 169 169 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 153 153 1900 165 1 120 1.00 0.950 1805 0.140 266 0.96 0% 159 159 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 504 504 1900 0.95 0.970 3474 3474 24 35 729 14.2 0.96 1% 525 655 No Left 12 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 241 241 1900 150 1 100 1.00 0.950 1703 0.205 367 0.96 6% 251 251 No Left 125 125 1900 0 0 0.95 0 0 Yes 0.96 0% 130 0 No Right 1.00 9 108 108 1900 150 1 100 1.00 0.950 1805 0.108 205 0.96 0% 113 113 No Left 1017 1017 1900 0.95 0.981 3506 3506 14 35 395 7.7 0.96 1% 1059 1211 No Left 12 0 16 Yes 1.00 146 146 1900 0 0 0.95 0 0 Yes 0.96 1% 152 0 No Right 1.00 9 703 703 1900 0.95 0.974 3453 3453 22 35 485 9.4 0.96 2% 732 888 No Left 12 0 16 Yes 1.00 150 150 1900 0 0 0.95 0 0 Yes 0.96 1% 156 0 No Right 1.00 9 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 Synchro 11 Report D.P+P 3 Perm D.P+P 7 D.P+P 5 D.P+P 1 151 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Forecasted PM WBT WBR NBT NBR SBT SBR 4 2 6 Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 5.0 10.5 14.0 5.0 30.5 44.0 5.0 10.5 14.0 8.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 8.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 5.0 5.0 36.5 30.5 44.0 44.0 10.8% 33.8% 33.8% 10.8% 33.8% 38.5 38.5 3.5 3.5 2.0 2.0 0.0 0.0 5.5 5.5 Lag Lag Yes Yes 2.0 2.0 Min Min 7.0 7.0 24.0 18.0 0 0 30.6 30.7 0.24 0.24 0.78 0.36 51.5 17.9 0.0 0.0 51.5 17.9 D B 56.2 E 265 311 649 38.5 3.5 2.0 0.0 5.5 Lag Yes 2.0 Min 7.0 18.0 0 30.7 0.24 0.82 67.2 0.0 67.2 E 110.2 F 270 278 643 39.1 0.30 1.47 273.2 0.0 273.2 F 39.1 0.30 0.88 75.5 0.0 75.5 E ~262 #414 96 #180 39 m51 150 189 0 0 0 1.47 1058 0 0 0 0.65 100 554 0 0 0 0.31 165 180 0 0 0 0.88 1045 0 0 0 0.63 NBL 6 5 5.0 10.5 18.0 12.5 4.0 1.5 0.0 5.5 Lag Yes 1.5 15.0 32.5 54.0 13.8% 41.5% 48.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max 7.0 20.0 0 60.8 0.47 0.74 32.5 0.0 32.5 C 35.7 D 416 #636 315 68.9 0.53 0.78 51.0 0.0 51.0 D 101 #221 150 322 0 0 0 0.78 1647 0 0 0 0.74 SBL 2 1 5.0 10.5 18.0 12.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 15.0 35.5 54.0 13.8% 41.5% 48.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None C-Max 7.0 23.0 0 56.4 0.43 0.59 30.1 0.0 30.1 C 29.5 C 286 393 405 68.9 0.53 0.55 24.6 0.0 24.6 C 42 82 150 268 0 0 0 0.42 1510 0 0 0 0.59 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 31.5 (24%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.47 Intersection Signal Delay: 57.3 Intersection Capacity Utilization 89.8% Analysis Period (min) 15 Intersection LOS: E ICU Level of Service E 04/12/2022 HDR Synchro 11 Report 152 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Guadalupe St & 38th St 2: Guadalupe St & 38th St 2028 Forecasted PM 04/12/2022 HDR Synchro 11 Report 153 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 2: Guadalupe St & 38th St 2028 Forecasted PM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 267 267 0 1.00 1.00 1885 278 0.96 1 209 0.07 1795 278 1795 8.5 8.5 1.00 209 1.33 209 1.00 1.00 45.8 177.5 0.0 20.6 223.3 F Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 11.3 5.5 12.5 5.9 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 663 663 0 1.00 No 1885 691 0.96 1 798 0.22 3582 691 1791 24.1 24.1 798 0.87 1061 1.00 1.00 48.6 4.8 0.0 16.7 53.5 D 1138 93.6 F 2 70.2 5.5 48.5 35.2 4.5 162 162 0 1.00 1.00 1781 169 0.96 8 336 0.22 1510 169 1510 12.7 12.7 1.00 336 0.50 447 1.00 1.00 44.2 0.4 0.0 8.4 44.6 D 3 14.0 5.5 8.5 10.5 0.0 52.4 D 146 146 0 1.00 1.00 1885 152 0.96 1 224 0.50 451 608 1804 33.2 33.2 0.25 898 0.68 898 1.00 1.00 24.8 4.1 0.0 21.1 28.9 C 108 108 0 1.00 1.00 1900 112 0.96 0 250 0.04 1810 112 1810 3.9 3.9 1.00 250 0.45 343 1.00 1.00 20.1 0.5 0.0 2.9 20.6 C 150 150 0 1.00 1.00 1885 0 0.96 1 0.00 0 0 0 0.0 0.0 0.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 703 703 0 1.00 No 1870 732 0.96 2 1326 0.37 3647 732 1777 21.1 21.1 1326 0.55 1326 1.00 1.00 32.2 1.7 0.0 14.3 33.8 C 844 32.1 C 153 153 0 1.00 1.00 1900 159 0.96 0 198 0.07 1810 159 1810 8.5 8.5 1.00 198 0.80 198 1.00 1.00 39.9 19.4 0.0 8.7 59.3 E 4 34.5 5.5 38.5 25.0 2.2 504 504 0 1.00 No 1885 525 0.96 1 635 0.22 2848 329 1791 22.8 22.8 399 0.82 530 1.00 1.00 48.1 6.0 0.0 16.1 54.1 D 814 55.3 E 5 27.5 5.5 12.5 2.5 0.2 125 125 0 1.00 1.00 1900 130 0.96 0 156 0.22 702 326 1759 23.0 23.0 0.40 392 0.83 521 1.00 1.00 48.2 6.5 0.0 16.0 54.6 D 6 54.0 5.5 48.5 23.1 3.4 241 241 0 1.00 1.00 1811 251 0.96 6 495 0.17 1725 251 1725 0.5 0.5 1.00 495 0.51 495 1.00 1.00 36.8 0.3 0.0 11.1 37.1 D 7 14.0 5.5 8.5 10.5 0.0 1017 1017 0 1.00 No 1885 1059 0.96 1 1565 0.50 3144 603 1791 33.1 33.1 891 0.68 891 1.00 1.00 24.7 4.1 0.0 21.0 28.8 C 1462 30.3 C 8 34.5 5.5 38.5 26.1 2.8 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 04/12/2022 HDR Synchro 11 Report 154 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted PM Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 6 6 1900 0 0 0.95 0 0 Yes 0.91 0% 7 0 No Right 1.00 9 86 86 1900 0 1 25 1.00 0.950 1805 0.745 1416 0.91 0% 95 95 No Left 33 33 1900 1.00 0.924 1722 1722 29 30 209 4.8 0.91 4% 36 73 No Left 12 0 16 1.00 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 34 34 1900 0 0 1.00 0 0 Yes 0.91 0% 37 0 No Right 1.00 9 1900 1615 3574 1615 139 139 1900 0 1 25 1.00 0.950 1787 0.693 1304 0.91 1% 153 153 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 17 17 1900 1.00 1900 30 79 1.8 0.91 0% 19 19 No Left 24 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 112 112 1900 0 1 1.00 0.850 1615 Yes 117 0.91 0% 123 123 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 9 9 1900 150 1 100 1.00 0.950 1805 0.181 344 0.91 0% 10 10 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1791 1791 1900 0.95 3574 35 1085 21.1 0.91 1% 1968 1968 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 116 116 1900 115 1 1.00 0.850 1615 Yes 62 0.91 0% 127 127 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 123 123 1900 150 1 100 1.00 0.950 1805 0.051 97 0.91 0% 135 135 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1166 1166 1900 0.95 0.999 3571 3571 1 35 359 7.0 0.91 1% 1281 1288 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 Perm Perm Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 155 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted PM EBT EBR EBL 4 4 4 WBL 8 8 WBT WBR 8 8 8 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 5.0 35.0 28.0 5.0 35.0 28.0 18.7% 18.7% 23.0 3.5 1.5 0.0 5.0 23.0 3.5 1.5 0.0 5.0 1.5 None 7.0 23.0 0 21.1 0.14 0.48 67.2 0.0 67.2 E 86 148 217 0 0 0 0.44 1.5 None 7.0 23.0 0 21.1 0.14 0.27 38.0 0.0 38.0 D 54.5 D 38 89 129 288 0 0 0 0.25 3.0 9.5 15.0 5.0 31.5 28.0 3.0 9.5 15.0 5.0 31.5 28.0 5.0 31.5 28.0 15.0 35.0 107.0 15.0 35.0 107.0 21.5 3.0 3.5 0.0 6.5 21.5 3.0 3.5 0.0 6.5 21.5 3.0 3.5 0.0 6.5 10.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 10.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 15.0 25.0 107.0 18.7% 18.7% 18.7% 10.0% 71.3% 71.3% 10.0% 71.3% 102.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None C-Max 7.0 13.0 0 115.4 0.77 0.47 7.5 0.0 7.5 A 12.3 B 198 310 279 102.0 102.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 2.0 2.0 None C-Max C-Max 7.0 7.0 23.0 23.0 0 0 105.3 105.3 0.70 0.70 0.11 0.78 4.4 18.4 0.0 0.6 4.4 19.1 B A 18.1 B 673 776 1005 1.5 None 7.0 18.0 0 19.6 0.13 0.08 56.8 0.0 56.8 E 67.3 E 16 43 1 1.5 None 7.0 18.0 0 19.6 0.13 0.91 110.9 0.0 110.9 F 1.5 None 7.0 18.0 0 19.6 0.13 0.39 14.6 0.0 14.6 B 113.9 0.76 0.79 58.0 0.0 58.0 E 116.9 0.78 0.03 3.9 0.0 3.9 A 61 #161 147 #273 5 66 20 43 2 6 186 0 0 0 0.82 272 0 0 0 0.07 331 0 0 0 0.37 150 369 0 0 0 0.03 115 1152 0 0 0 0.11 150 188 0 0 0 0.72 2746 0 0 0 0.47 2509 215 0 0 0.86 Other Intersection Summary Area Type: Cycle Length: 150 Actuated Cycle Length: 150 Offset: 25 (17%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 21.2 Intersection Capacity Utilization 84.4% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service E 04/12/2022 HDR Synchro 11 Report 156 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted PM # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Lamar Blvd & 40th St/Central Market Dr 04/12/2022 HDR Synchro 11 Report 157 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 3: Lamar Blvd & 40th St/Central Market Dr 2028 Forecasted PM EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 86 86 0 1.00 1.00 1900 95 0.91 0 219 0.14 1266 95 1266 10.5 11.8 1.00 219 0.43 231 1.00 1.00 60.7 0.5 0.0 6.2 61.2 E 33 33 0 1.00 No 1841 36 0.91 4 119 0.14 832 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 168 59.7 E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 10.1 5.0 10.0 5.1 0.0 2 111.9 5.0 102.0 54.5 17.4 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 34 34 0 1.00 1.00 1900 37 0.91 0 123 0.14 855 73 1687 5.8 5.8 0.51 242 0.30 259 1.00 1.00 57.5 0.3 0.0 4.5 57.8 E 19.3 B 116 116 0 1.00 1.00 1900 127 0.91 0 1148 0.71 1610 127 1610 3.7 3.7 1.00 1148 0.11 1148 1.00 0.13 6.7 0.0 0.0 1.9 6.7 A 123 123 0 1.00 1.00 1900 135 0.91 0 181 0.03 1810 135 1810 3.1 3.1 1.00 181 0.74 241 1.00 1.00 28.8 5.3 0.0 6.9 34.0 C 6 6 0 1.00 1.00 1900 7 0.91 0 15 0.74 20 660 1882 21.1 21.1 0.01 1392 0.47 1392 1.00 1.00 7.8 1.2 0.0 13.0 9.0 A 1166 1166 0 1.00 No 1885 1281 0.91 1 2702 0.74 3653 628 1791 21.1 21.1 1325 0.47 1325 1.00 1.00 7.8 1.2 0.0 12.6 9.0 A 1423 11.4 B 139 139 0 1.00 1.00 1885 153 0.91 1 188 0.14 1338 153 1338 15.7 21.5 1.00 188 0.81 188 1.00 1.00 67.8 21.9 0.0 11.4 89.7 F 4 28.0 * 6.5 * 23 13.8 0.2 17 17 0 1.00 No 1900 19 0.91 0 272 0.14 1900 19 1900 1.3 1.3 272 0.07 272 1.00 1.00 55.6 0.0 0.0 1.1 55.6 E 295 75.5 E 5 6.0 5.0 10.0 2.2 0.0 112 112 0 1.00 1.00 1900 123 0.91 0 231 0.14 1610 123 1610 10.6 10.6 1.00 231 0.53 231 1.00 1.00 59.6 1.2 0.0 7.9 60.8 E 6 116.0 5.0 102.0 23.1 6.5 9 9 0 1.00 1.00 1900 10 0.91 0 321 0.01 1810 10 1810 0.2 0.2 1.00 321 0.03 430 1.00 0.13 6.4 0.0 0.0 0.1 6.4 A 1791 1791 0 1.00 No 1885 1968 0.91 1 2553 0.71 3582 1968 1791 52.5 52.5 2553 0.77 2553 1.00 0.13 13.7 0.3 0.0 22.1 14.0 B 2105 13.6 B 8 28.0 6.5 21.5 23.5 0.0 Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 04/12/2022 HDR Synchro 11 Report 158 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Forecasted PM EBL EBT WBT WBR SBL SBR Ø7 3539 3574 1615 3539 3574 231 231 1900 150 1 100 1.00 0.950 1770 0.188 350 0.97 2% 238 238 No Left 991 991 1900 1230 1230 1900 0.95 0.95 35 478 9.3 0.97 2% 1022 1022 No Left 12 0 16 Yes 1.00 35 541 10.5 0.97 1% 1268 1268 No Left 12 0 16 Yes 1.00 112 112 1900 0 1 1.00 0.850 1615 1615 Yes 76 0.97 0% 115 115 No Right 192 192 1900 75 1 1.00 0.850 1615 Yes 78 0.97 0% 198 198 No Right 37 37 1900 230 1 60 1.00 0.950 1805 0.950 1805 30 394 9.0 0.97 0% 38 38 No Left 12 0 16 1.00 15 1 Left 20 0 0 20 1.00 9 1 Right 20 0 0 20 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 1.00 9 1 Right 20 0 0 20 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 2 Thru 100 0 0 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 94 6 Cl+Ex Cl+Ex Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/12/2022 HDR pm+pt 5 0.0 NA 2 0.0 NA 6 Perm Prot pm+ov 5 3 7 Synchro 11 Report 159 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Forecasted PM Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Ø7 5.0 23.0 28.0 19% 23.0 4.0 1.0 2.0 None EBL 2 5 EBT 2 WBT WBR 6 6 6 SBL 3 SBR 7 5 4.0 10.0 22.0 5.0 23.0 28.0 15.0 23.0 122.0 15.0 30.0 100.0 15.0 30.0 100.0 23.0 4.0 1.0 0.0 5.0 117.0 4.0 1.0 0.0 5.0 95.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 17.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 4.0 10.0 22.0 14.7% 81.3% 66.7% 66.7% 18.7% 14.7% 17.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 None 95.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None C-Max C-Max C-Max 7.0 18.0 0 121.1 0.81 0.15 2.8 0.0 2.8 A 134.3 0.90 0.61 8.2 0.0 8.2 A 8.1 0.05 0.72 50.9 0.0 50.9 D 2.0 None 2.0 7.0 18.0 0 121.1 0.81 0.44 5.7 0.0 5.7 A 5.3 A 171 283 461 2886 0 0 0 0.44 135.3 0.90 0.32 1.7 0.0 1.7 A 2.9 A 61 92 398 3191 0 0 0 0.32 22 41 150 474 0 0 0 0.50 22 54 75 1319 0 0 0 0.15 38 103 250 0 0 0 0.46 7.7 0.05 0.41 81.3 0.0 81.3 F 58.5 E 37 76 314 230 276 0 0 0 0.14 Other Intersection Summary Area Type: Cycle Length: 150 Actuated Cycle Length: 150 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBT, Start of Red Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.72 Intersection Signal Delay: 7.1 Intersection Capacity Utilization 63.5% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service B 04/12/2022 HDR Synchro 11 Report 160 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings Splits and Phases: 4: 38th St & Shoal Creek Blvd 4: 38th St & Shoal Creek Blvd 2028 Forecasted PM 04/12/2022 HDR Synchro 11 Report 161 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 4: 38th St & Shoal Creek Blvd 2028 Forecasted PM EBL EBT WBT WBR SBL SBR 231 231 0 1.00 1.00 1870 238 0.97 2 356 0.04 1781 238 1781 3.9 3.9 1.00 356 0.67 487 1.00 1.00 6.4 0.8 0.0 3.3 7.3 A Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 991 991 0 1.00 No 1870 1022 0.97 2 3026 0.85 3647 1022 1777 9.0 9.0 3026 0.34 3026 1.00 1.00 2.3 0.3 0.0 4.2 2.6 A 1260 3.5 A 2 132.7 5.0 117.0 11.0 5.6 1230 1230 0 1.00 No 1885 1268 0.97 1 2788 0.78 3676 1268 1791 18.2 18.2 2788 0.45 2788 1.00 1.00 5.7 0.5 0.0 10.3 6.2 A 1466 6.0 A 8.0 A 192 192 0 1.00 1.00 1900 198 0.97 0 1253 0.78 1610 198 1610 4.7 4.7 1.00 1253 0.16 1253 1.00 1.00 4.2 0.3 0.0 2.7 4.5 A 37 37 0 1.00 1.00 No 1900 38 0.97 0 148 0.08 1810 38 1810 3.0 3.0 1.00 148 0.26 277 1.00 1.00 64.6 0.3 0.0 2.5 64.9 E 153 63.7 E 5 11.0 5.0 17.0 5.9 0.1 112 112 0 1.00 1.00 1900 115 0.97 0 196 0.08 1610 115 1610 10.1 10.1 1.00 196 0.59 311 1.00 1.00 62.3 1.0 0.0 7.6 63.4 E 6 121.7 5.0 95.0 20.2 8.2 Notes User approved pedestrian interval to be less than phase max green. 8 17.3 5.0 23.0 12.1 0.2 04/12/2022 HDR Synchro 11 Report 162 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted AM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 361 361 1900 0 0 0.95 0 0 Yes 0.96 1% 376 0 No Right 1.00 9 3505 1583 3505 1509 3539 1599 157 157 1900 150 1 50 1.00 0.950 1752 0.151 279 0.96 3% 164 164 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 653 653 1900 0.95 3505 35 1022 19.9 0.96 3% 680 680 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 169 169 1900 260 1 1.00 0.850 1583 Yes 165 0.96 2% 176 176 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 170 170 1900 150 1 100 1.00 0.950 1770 0.142 265 0.96 2% 177 177 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 551 551 1900 0.95 3505 35 1081 21.1 0.96 3% 574 574 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 153 153 1900 160 1 1.00 0.850 1509 Yes 136 0.96 7% 159 159 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 144 144 1900 150 1 100 1.00 0.950 1805 0.056 106 0.96 0% 150 150 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 604 604 1900 0.95 3539 35 615 12.0 0.96 2% 629 629 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 139 139 1900 120 1 1.00 0.850 1599 Yes 140 0.96 1% 145 145 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 212 212 1900 150 1 100 1.00 0.950 1719 0.352 637 0.96 5% 221 221 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1142 1142 1900 0.95 0.964 3446 3446 44 35 1085 21.1 0.96 1% 1190 1566 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 2 Thru 100 0 0 6 D.P+P 3 Perm D.P+P 7 Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 163 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted AM (No Impr) Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 WBT WBR 4 4 4 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR 15.0 32.0 75.0 15.0 32.0 75.0 5.0 10.5 17.0 5.0 30.5 34.0 5.0 30.5 34.0 5.0 10.0 15.0 5.0 31.0 32.0 5.0 10.0 14.0 5.0 10.0 16.0 9.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 11.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 10.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 None 11.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None 15.0 5.0 36.0 31.0 77.0 32.0 12.1% 24.3% 24.3% 10.7% 22.9% 22.9% 10.0% 53.6% 53.6% 11.4% 55.0% 72.0 27.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lead Lag Yes Yes 1.0 2.0 None C-Max None 7.0 7.0 24.0 19.0 0 0 72.0 27.2 0.51 0.19 0.87 0.40 29.9 14.2 0.0 0.0 29.9 14.2 C B 27.7 C 642 755 1005 70.0 70.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 1.0 1.0 None C-Max C-Max 7.0 7.0 20.0 20.0 0 0 70.9 70.9 0.51 0.51 0.16 0.35 3.6 21.6 0.0 0.0 3.6 21.6 C A 30.1 C 178 224 535 27.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None 7.0 19.0 0 27.2 0.19 0.85 66.9 0.0 66.9 E 66.5 E 268 #356 1001 28.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 28.1 0.20 0.97 80.9 0.0 80.9 F 68.7 E 328 #451 942 28.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 28.1 0.20 0.39 15.2 0.0 15.2 B 39.0 0.28 0.96 111.9 0.0 111.9 F 81.0 0.58 0.50 11.7 0.0 11.7 B 38.0 0.27 0.85 75.2 0.0 75.2 E 81.0 0.58 0.88 91.7 0.0 91.7 F 123 #273 84 #216 123 #225 46 m72 2 38 17 83 21 91 150 196 0 0 0 0.84 260 453 0 0 0 0.39 150 185 0 0 0 0.96 160 402 0 0 0 0.40 150 170 0 0 0 0.88 1792 0 0 0 0.35 120 879 0 0 0 0.16 150 457 0 0 0 0.48 1793 0 0 0 0.87 679 0 0 0 0.85 713 0 0 0 0.95 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 44 (31%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.97 Intersection Signal Delay: 44.8 Intersection Capacity Utilization 95.6% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service F 04/14/2022 HDR Synchro 11 Report 164 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 1: Lamar Blvd & 38th St 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted AM (No Impr) 04/14/2022 HDR Synchro 11 Report 165 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted AM (No Impr) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 212 212 0 1.00 1.00 1826 221 0.96 5 493 0.16 1739 221 1739 9.2 9.2 1.00 493 0.45 493 2.00 0.69 14.1 0.2 0.0 5.4 14.3 B 139 139 0 1.00 1.00 1885 0 0.96 1 0.00 1598 0 1598 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 361 361 0 1.00 1.00 1885 376 0.96 1 429 1.00 834 782 1735 0.0 0.0 0.48 892 0.88 892 2.00 0.69 0.0 8.6 0.0 3.8 8.6 A 1142 1142 0 1.00 No 1885 1190 0.96 1 1385 1.00 2692 784 1791 0.0 0.0 921 0.85 921 2.00 0.69 0.0 7.0 0.0 3.2 7.0 A 1787 8.6 A Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 157 157 0 1.00 1.00 1856 164 0.96 3 226 0.08 1767 164 1767 10.4 10.4 1.00 226 0.72 226 1.00 1.00 42.7 9.5 0.0 8.8 52.3 D Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 16.0 5.0 11.0 11.2 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 653 653 0 1.00 No 1856 680 0.96 3 718 0.20 3526 680 1763 26.6 26.6 718 0.95 718 1.00 1.00 55.0 21.4 0.0 20.0 76.4 E 1020 65.2 E 2 75.0 5.0 70.0 17.1 1.6 169 169 0 1.00 1.00 1870 176 0.96 2 323 0.20 1585 176 1585 11.2 11.2 1.00 323 0.55 323 1.00 1.00 32.5 1.1 0.0 7.9 3 17.0 5.5 11.5 12.4 0.0 35.8 D 170 170 0 1.00 1.00 1870 177 0.96 2 187 0.07 1781 177 1781 9.1 9.1 1.00 187 0.95 187 1.00 1.00 63.0 49.6 0.0 13.7 4 32.0 5.0 27.0 24.0 0.8 551 551 0 1.00 No 1856 574 0.96 3 680 0.19 3526 574 1763 22.0 22.0 680 0.84 680 1.00 1.00 54.5 9.1 0.0 15.9 63.5 E 751 75.1 E 5 14.0 5.0 9.0 2.0 0.0 153 153 0 1.00 1.00 1796 0 0.96 7 0.00 1522 0 1522 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 6 77.0 5.0 72.0 2.0 4.4 144 144 0 1.00 1.00 1900 150 0.96 0 339 0.06 1810 150 1810 0.0 0.0 1.00 339 0.44 339 1.00 1.00 22.6 0.3 0.0 6.6 22.9 C 7 15.0 5.0 10.0 11.1 0.0 604 604 0 1.00 No 1870 629 0.96 2 1777 0.50 3554 629 1777 15.1 15.1 1777 0.35 1777 1.00 1.00 21.3 0.6 0.0 10.5 21.8 C 779 22.0 C 8 34.0 5.5 28.5 28.6 0.0 33.6 C 112.6 F Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 04/14/2022 HDR Synchro 11 Report 166 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Site Plus Forecasted AM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 3505 1468 151 151 1900 150 1 100 1.00 0.950 1787 0.111 209 0.92 1% 164 164 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 434 434 1900 0.95 3505 35 723 14.1 0.92 3% 472 472 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 177 177 1900 100 1 1.00 0.850 1468 Yes 159 0.92 10% 192 192 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 108 108 1900 165 1 120 1.00 0.950 1787 0.361 679 0.92 1% 117 117 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 726 726 1900 0.95 0.988 3502 3502 7 35 729 14.2 0.92 2% 789 859 No Left 12 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 129 129 1900 150 1 100 1.00 0.950 1787 0.445 837 0.92 1% 140 140 No Left 134 134 1900 150 1 100 1.00 0.950 1570 0.089 147 0.92 15% 146 146 No Left 64 64 1900 0 0 0.95 0 0 Yes 0.92 0% 70 0 No Right 1.00 9 341 341 1900 0.95 0.979 3352 3352 15 35 395 7.7 0.92 6% 371 431 No Left 12 0 16 Yes 1.00 55 55 1900 0 0 0.95 0 0 Yes 0.92 2% 60 0 No Right 1.00 9 785 785 1900 0.95 0.965 3423 3423 34 35 485 9.4 0.92 2% 853 1113 No Left 12 0 16 Yes 1.00 239 239 1900 0 0 0.95 0 0 Yes 0.92 1% 260 0 No Right 1.00 9 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 Synchro 11 Report D.P+P 3 Perm D.P+P 7 D.P+P 5 D.P+P 1 167 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Site Plus Forecasted AM (No Impr) WBT WBR NBT NBR SBT SBR 4 2 6 Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 5.0 10.5 20.0 5.0 30.5 45.0 5.0 10.5 20.0 14.5 3.5 2.0 0.0 5.5 Lag Yes 1.5 None 14.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 5.0 5.0 36.5 30.5 45.0 45.0 15.4% 34.6% 34.6% 15.4% 34.6% 39.5 39.5 3.5 3.5 2.0 2.0 0.0 0.0 5.5 5.5 Lead Lag Yes Yes 2.0 2.0 Min Min 7.0 7.0 24.0 18.0 0 0 35.9 37.3 0.28 0.29 0.88 0.36 56.0 9.7 0.0 0.0 56.0 9.7 E A 52.5 D 360 430 649 39.5 3.5 2.0 0.0 5.5 Lag Yes 2.0 Min 7.0 18.0 0 37.3 0.29 0.47 39.3 0.0 39.3 D 39.6 D 170 215 643 46.6 0.36 0.80 75.5 0.0 75.5 E 46.6 0.36 0.36 26.8 0.0 26.8 C 89 153 61 95 20 78 150 256 0 0 0 0.64 1091 0 0 0 0.43 100 566 0 0 0 0.34 165 390 0 0 0 0.30 1068 0 0 0 0.80 NBL 6 5 5.0 10.5 15.0 9.5 4.0 1.5 0.0 5.5 Lead Yes 1.5 15.0 32.5 50.0 11.5% 38.5% 44.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None C-Max 7.0 20.0 0 51.9 0.40 0.32 28.0 0.0 28.0 C 34.7 C 127 185 315 61.4 0.47 0.78 54.3 0.0 54.3 D 71 #207 150 190 0 0 0 0.77 1346 0 0 0 0.32 SBL 2 1 5.0 10.5 15.0 9.5 4.0 1.5 0.0 5.5 Lag Yes 1.0 15.0 35.5 50.0 11.5% 38.5% 44.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max 7.0 23.0 0 50.5 0.39 0.82 42.0 0.0 42.0 D 39.9 D 452 #603 405 61.4 0.47 0.30 22.8 0.0 22.8 C 62 111 150 464 0 0 0 0.30 1351 0 0 0 0.82 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 15.5 (12%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 95 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.88 Intersection Signal Delay: 42.4 Intersection Capacity Utilization 85.6% Analysis Period (min) 15 Intersection LOS: D ICU Level of Service E 04/14/2022 HDR Synchro 11 Report 168 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 2: Guadalupe St & 38th St 2: Guadalupe St & 38th St 2028 Site Plus Forecasted AM (No Impr) 04/14/2022 HDR Synchro 11 Report 169 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 2: Guadalupe St & 38th St 2028 Site Plus Forecasted AM (No Impr) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 151 151 0 1.00 1.00 1885 164 0.92 1 190 0.06 1795 164 1795 6.2 6.2 1.00 190 0.86 277 1.00 1.00 58.2 12.6 0.0 9.9 70.8 E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 26.5 5.5 9.5 2.0 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 434 434 0 1.00 No 1856 472 0.92 3 934 0.27 3526 472 1763 14.8 14.8 934 0.51 1071 1.00 1.00 40.5 0.2 0.0 10.6 40.7 D 828 41.4 D 2 50.0 5.5 44.5 14.3 1.6 177 177 0 1.00 1.00 1752 192 0.92 10 393 0.27 1485 192 1485 9.4 9.4 1.00 393 0.49 451 1.00 1.00 17.8 0.3 0.0 5.8 18.2 B 3 13.7 5.5 14.5 8.2 0.1 40.7 D 55 55 0 1.00 1.00 1870 60 0.92 2 163 0.34 476 217 1725 12.3 12.3 0.28 591 0.37 591 1.00 1.00 32.2 1.8 0.0 9.2 33.9 C 129 129 0 1.00 1.00 1885 140 0.92 1 584 0.16 1795 140 1795 0.0 0.0 1.00 584 0.24 584 1.00 1.00 26.5 0.1 0.0 5.4 26.6 C 239 239 0 1.00 1.00 1885 0 0.92 1 0.00 0 0 0 0.0 0.0 0.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 785 785 0 1.00 No 1870 853 0.92 2 1560 0.44 3647 853 1777 23.0 23.0 1560 0.55 1560 1.00 1.00 26.9 1.4 0.0 15.1 28.3 C 993 28.1 C 108 108 0 1.00 1.00 1885 117 0.92 1 284 0.06 1795 117 1795 6.1 6.1 1.00 284 0.41 373 1.00 1.00 32.5 0.4 0.0 4.8 32.9 C 4 39.8 5.5 39.5 32.1 2.2 726 726 0 1.00 No 1870 789 0.92 2 870 0.26 3302 425 1777 30.1 30.1 468 0.91 540 1.00 1.00 46.3 16.3 0.0 21.6 62.6 E 976 58.9 E 5 14.0 5.5 9.5 8.5 0.0 64 64 0 1.00 1.00 1900 70 0.92 0 77 0.26 293 434 1818 30.1 30.1 0.16 479 0.91 552 1.00 1.00 46.3 16.0 0.0 22.0 62.3 E 6 62.6 5.5 44.5 25.0 3.9 134 134 0 1.00 1.00 1678 146 0.92 15 311 0.07 1598 146 1598 6.5 6.5 1.00 311 0.47 324 1.00 1.00 20.3 0.4 0.0 4.3 20.7 C 7 13.5 5.5 14.5 8.1 0.0 341 341 0 1.00 No 1811 371 0.92 6 1017 0.34 2970 214 1721 12.1 12.1 589 0.36 589 1.00 1.00 32.1 1.7 0.0 9.1 33.8 C 577 30.6 C 8 40.0 5.5 39.5 16.8 2.3 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 04/14/2022 HDR Synchro 11 Report 170 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted AM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 17 17 1900 0 0 0.95 0 0 Yes 0.91 0% 19 0 No Right 1.00 9 32 32 1900 0 1 25 1.00 0.950 1805 0.750 1425 0.91 0% 35 35 No Left 9 9 1900 1.00 0.871 1600 1600 60 30 209 4.8 0.91 0% 10 70 No Left 12 0 16 1.00 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 55 55 1900 0 0 1.00 0 0 Yes 0.91 4% 60 0 No Right 1.00 9 1900 1583 3505 1615 61 61 1900 0 1 25 1.00 0.950 1805 0.690 1311 0.91 0% 67 67 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 11 11 1900 1.00 1900 30 115 2.6 0.91 0% 12 12 No Left 24 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 57 57 1900 0 1 1.00 0.850 1583 Yes 63 0.91 2% 63 63 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 18 18 1900 150 1 100 1.00 0.950 1805 0.082 156 0.91 0% 20 20 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 781 781 1900 0.95 3505 35 1085 21.1 0.91 3% 858 858 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 70 70 1900 115 1 1.00 0.850 1615 Yes 77 0.91 0% 77 77 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 58 58 1900 150 1 100 1.00 0.950 1770 0.325 605 0.91 2% 64 64 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1725 1725 1900 0.95 0.999 3536 3536 2 35 359 7.0 0.91 2% 1896 1915 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 Perm Perm Perm D.Pm Perm D.P+P 5 Synchro 11 Report 171 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted AM (No Impr) EBT EBR EBL 4 4 4 WBL 8 8 WBT WBR 8 8 8 NBL 6 5 NBT 2 NBR 2 2 SBL 2 2 6 SBT SBR Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 5.0 35.0 15.0 5.0 35.0 15.0 10.7% 10.7% 10.0 3.5 1.5 0.0 5.0 10.0 3.5 1.5 0.0 5.0 3.0 None 7.0 23.0 0 10.0 0.07 0.35 71.9 0.0 71.9 E 31 69 101 0 0 0 0.35 3.0 None 7.0 23.0 0 10.0 0.07 0.41 26.1 0.0 26.1 C 41.4 D 9 59 129 170 0 0 0 0.41 5.0 31.5 15.0 5.0 5.0 31.5 31.5 15.0 15.0 10.7% 10.7% 10.7% 8.5 3.0 3.5 0.0 6.5 8.5 3.0 3.5 0.0 6.5 8.5 3.0 3.5 0.0 6.5 3.0 None 7.0 18.0 0 8.5 0.06 0.85 129.5 0.0 129.5 F 62 #155 79 0 0 0 0.85 3.0 None 7.0 18.0 0 8.5 0.06 0.10 64.4 0.0 64.4 E 76.5 E 11 33 35 115 0 0 0 0.10 3.0 None 7.0 18.0 0 8.5 0.06 0.41 22.5 0.0 22.5 C 0 48 155 0 0 0 0.41 3.0 3.0 15.0 35.0 125.0 15.0 35.0 125.0 120.0 4.0 1.0 0.0 5.0 120.0 4.0 1.0 0.0 5.0 5.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 15.0 15.0 3.0 25.0 35.0 9.5 115.0 125.0 10.0 7.1% 89.3% 89.3% 89.3% 82.1% 110.0 120.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Yes 3.0 3.0 None C-Max C-Max C-Max C-Max 7.0 7.0 13.0 23.0 0 0 114.0 120.0 0.81 0.86 0.67 0.06 7.2 0.2 0.0 0.0 7.2 0.2 A A 7.0 A 366 428 279 7.0 23.0 0 120.0 0.86 0.29 1.6 0.0 1.6 A 1.5 A 44 48 1005 7.0 23.0 0 120.0 0.86 0.12 2.2 0.0 2.2 A 117.0 0.84 0.11 2.2 0.0 2.2 A 0 m2 2 m3 7 14 150 189 0 0 0 0.11 115 1395 0 0 0 0.06 150 518 0 0 0 0.12 2879 0 0 0 0.67 3004 0 0 0 0.29 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 55 (39%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.85 Intersection Signal Delay: 9.6 Intersection Capacity Utilization 67.9% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service C 04/14/2022 HDR Synchro 11 Report 172 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted AM (No Impr) # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 3: Lamar Blvd & 40th St/Central Market Dr 04/14/2022 HDR Synchro 11 Report 173 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted AM (No Impr) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 70 70 0 1.00 1.00 1900 77 0.91 0 9966 1.00 1610 77 1610 0.0 0.0 1.00 9966 0.01 9966 2.00 0.90 0.0 0.0 0.0 0.0 0.0 A 17 17 0 1.00 1.00 1900 19 0.91 0 226 1.00 36 982 1864 0.0 0.0 0.02 11698 0.08 11698 1.00 1.00 0.0 0.0 0.0 0.1 0.0 A 58 58 0 1.00 1.00 1870 64 0.91 2 226 0.10 1781 64 1781 5.4 5.4 1.00 0 0.00 0 1.00 1.00 0.0 0.0 0.0 0.0 0.0 A 1725 1725 0 1.00 No 1870 1896 0.91 2 9999 1.00 3605 933 1777 0.0 0.0 11152 0.08 11152 1.00 1.00 0.0 0.0 0.0 0.1 0.0 A 1979 0.0 A Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 32 32 0 1.00 1.00 1900 35 0.91 0 125 0.06 1346 35 1346 3.5 4.4 1.00 125 0.28 140 1.00 1.00 64.2 1.2 0.0 2.3 65.4 E 9 9 0 1.00 No 1900 10 0.91 0 14 0.06 235 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 105 74.1 E 1 Timer - Assigned Phs 18.8 Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s 5.0 Max Green Setting (Gmax), s 120.0 7.4 Max Q Clear Time (g_c+I1), s 0.2 Green Ext Time (p_c), s 2 890.3 5.0 120.0 2.0 7.6 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 55 55 0 1.00 1.00 1841 60 0.91 4 86 0.06 1411 70 1646 5.8 5.8 0.86 100 0.70 118 1.00 1.00 64.5 14.0 0.0 5.1 7.3 A 61 61 0 1.00 1.00 1900 67 0.91 0 77 0.06 1352 67 1352 2.7 8.5 1.00 77 0.87 77 1.00 1.00 69.5 60.6 0.0 6.7 4 15.0 * 6.5 * 10 7.8 0.1 11 11 0 1.00 No 1900 12 0.91 0 115 0.06 1900 12 1900 0.8 0.8 115 0.10 115 1.00 1.00 62.2 0.4 0.0 0.8 62.5 E 142 101.8 F 5 6.6 5.0 5.0 2.2 0.0 57 57 0 1.00 1.00 1870 63 0.91 2 96 0.06 1585 63 1585 5.4 5.4 1.00 96 0.65 96 1.00 1.00 64.3 14.8 0.0 4.7 79.2 E 6 902.4 5.0 110.0 2.0 32.3 18 18 0 1.00 1.00 1900 20 0.91 0 72 0.02 1810 20 1810 0.2 0.2 1.00 72 0.28 116 2.00 0.90 52.0 1.8 0.0 1.1 53.9 D 781 781 0 1.00 No 1856 858 0.91 3 9999 1.00 3526 858 1763 0.0 0.0 21821 0.04 21821 2.00 0.90 0.0 0.0 0.0 0.0 0.0 A 955 1.1 A 8 15.0 6.5 8.5 10.5 0.0 78.5 E 130.1 F Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 04/14/2022 HDR Synchro 11 Report 174 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted AM (No Impr) EBL EBT WBT WBR SBL SBR Ø7 3539 3539 1615 3539 3539 197 197 1900 150 1 100 1.00 0.950 1805 0.192 365 0.90 0% 219 219 No Left 1246 1246 1900 1016 1016 1900 0.95 0.95 35 478 9.3 0.90 2% 1384 1384 No Left 12 0 16 Yes 1.00 35 541 10.5 0.90 2% 1129 1129 No Left 12 0 16 Yes 1.00 198 198 1900 0 1 1.00 0.850 1583 1583 Yes 105 0.90 2% 220 220 No Right 72 72 1900 75 1 1.00 0.850 1615 Yes 38 0.90 0% 80 80 No Right 115 115 1900 230 1 60 1.00 0.950 1787 0.950 1787 30 394 9.0 0.90 1% 128 128 No Left 12 0 16 1.00 15 1 Left 20 0 0 20 1.00 9 1 Right 20 0 0 20 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 1.00 9 1 Right 20 0 0 20 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 2 Thru 100 0 0 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 94 6 Cl+Ex Cl+Ex Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR pm+pt 5 0.0 NA 2 0.0 NA 6 Perm Prot pm+ov 5 3 7 Synchro 11 Report 175 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted AM (No Impr) Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Ø7 5.0 23.5 30.0 21% 24.5 3.0 2.5 2.0 None EBL 2 5 EBT 2 WBT WBR 6 6 6 SBL 3 SBR 7 5 15.0 30.5 95.0 15.0 30.5 95.0 4.0 12.0 15.0 5.0 23.5 30.0 15.0 23.5 110.0 24.5 3.0 2.5 0.0 5.5 104.5 4.0 1.5 0.0 5.5 89.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 7.0 4.0 4.0 0.0 8.0 Lead Yes 1.0 4.0 12.0 15.0 10.7% 78.6% 67.9% 67.9% 21.4% 10.7% 7.0 4.0 4.0 0.0 8.0 Lead Yes 1.0 None 89.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max C-Max C-Max 7.0 18.0 0 95.2 0.68 0.07 2.2 0.0 2.2 A 112.1 0.80 0.54 8.5 0.0 8.5 A 11.4 0.08 0.98 86.8 0.0 86.8 F 2.0 None 2.0 7.0 18.0 0 95.2 0.68 0.47 9.6 0.0 9.6 A 9.1 A 358 428 461 2406 0 0 0 0.47 114.6 0.82 0.48 4.7 0.0 4.7 A 5.2 A 161 246 398 2897 0 0 0 0.48 38 71 150 413 0 0 0 0.53 1 m5 75 1110 0 0 0 0.07 106 #281 229 0 0 0 0.96 14.4 0.10 0.70 79.9 0.0 79.9 E 84.3 F 114 178 314 230 312 0 0 0 0.41 Other Intersection Summary Area Type: Cycle Length: 140 Actuated Cycle Length: 140 Offset: 68.5 (49%), Referenced to phase 2:EBTL and 6:WBT, Start of Red Natural Cycle: 70 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 15.4 Intersection Capacity Utilization 61.2% Analysis Period (min) 15 Intersection LOS: B ICU Level of Service B 04/14/2022 HDR Synchro 11 Report 176 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 4: 38th St & Shoal Creek Blvd 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted AM (No Impr) 04/14/2022 HDR Synchro 11 Report 177 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted AM (No Impr) EBL EBT WBT WBR SBL SBR 197 197 0 1.00 1.00 1900 219 0.90 0 383 0.05 1810 219 1810 5.2 5.2 1.00 383 0.57 383 1.00 1.00 9.4 1.3 0.0 3.5 10.7 B Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 1246 1246 0 1.00 No 1870 1384 0.90 2 2756 0.78 3647 1384 1777 20.0 20.0 2756 0.50 2756 1.00 1.00 5.8 0.7 0.0 10.9 6.4 A 1603 7.0 A 2 114.1 5.5 104.5 22.0 8.9 1016 1016 0 1.00 No 1870 1129 0.90 2 2375 0.67 3647 1129 1777 21.6 21.6 2375 0.48 2375 1.00 1.00 11.3 0.7 0.0 13.1 12.0 B 1209 11.7 B 14.2 B 72 72 0 1.00 1.00 1900 80 0.90 0 1076 0.67 1610 80 1610 2.4 2.4 1.00 1076 0.07 1076 1.00 1.00 8.1 0.1 0.0 1.6 8.2 A 115 115 0 1.00 1.00 No 1885 128 0.90 1 262 0.15 1795 128 1795 9.2 9.2 1.00 262 0.49 314 1.00 1.00 55.0 0.5 0.0 7.6 55.5 E 348 56.2 E 5 15.0 8.0 7.0 7.2 0.0 198 198 0 1.00 1.00 1870 220 0.90 2 310 0.15 1585 220 1585 18.1 18.1 1.00 310 0.71 357 1.00 1.00 52.6 4.0 0.0 12.1 56.6 E 6 99.1 5.5 89.5 23.6 6.6 Notes User approved pedestrian interval to be less than phase max green. 8 25.9 5.5 24.5 20.1 0.3 04/14/2022 HDR Synchro 11 Report 178 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted PM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 182 182 1900 0 0 0.95 0 0 Yes 0.99 2% 184 0 No Right 1.00 9 3539 1615 3539 1568 3574 1615 241 241 1900 150 1 50 1.00 0.950 1787 0.154 290 0.99 1% 243 243 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 641 641 1900 0.95 3539 35 1022 19.9 0.99 2% 647 647 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 144 144 1900 260 1 1.00 0.850 1615 Yes 145 0.99 0% 145 145 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 160 160 1900 150 1 100 1.00 0.950 1787 0.145 273 0.99 1% 162 162 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 615 615 1900 0.95 3539 35 1081 21.1 0.99 2% 621 621 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 209 209 1900 160 1 1.00 0.850 1568 Yes 179 0.99 3% 211 211 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 242 242 1900 150 1 100 1.00 0.950 1805 0.075 142 0.99 0% 244 244 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1661 1661 1900 0.95 3574 35 615 12.0 0.99 1% 1678 1678 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 225 225 1900 120 1 1.00 0.850 1615 Yes 151 0.99 0% 227 227 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 159 159 1900 150 1 100 1.00 0.950 1719 0.071 128 0.99 5% 161 161 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1083 1083 1900 0.95 0.978 3491 3491 16 35 1085 21.1 0.99 1% 1094 1278 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 2 Thru 100 0 0 6 D.P+P 3 Perm D.P+P 7 Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 179 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted PM (No Impr) Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 WBT WBR 4 4 4 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR 15.0 32.0 54.0 15.0 32.0 54.0 5.0 10.5 20.0 5.0 30.5 40.0 5.0 30.5 40.0 5.0 10.0 19.0 5.0 31.0 39.0 5.0 10.0 19.0 5.0 10.0 17.0 14.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 12.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 14.0 4.0 1.0 0.0 5.0 Lag Yes 1.0 None 14.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None 15.0 5.0 36.0 31.0 52.0 39.0 15.4% 30.8% 30.8% 14.6% 30.0% 30.0% 14.6% 41.5% 41.5% 13.1% 40.0% 47.0 34.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lead Lag Yes Yes 1.0 2.0 None C-Max None 7.0 7.0 24.0 19.0 0 0 53.3 28.0 0.41 0.22 0.89 0.44 44.6 26.2 0.0 0.0 44.6 26.2 D C 46.2 D 516 #726 1005 49.0 49.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 1.0 1.0 None C-Max C-Max 7.0 7.0 20.0 20.0 0 0 56.5 56.5 0.43 0.43 0.29 1.08 10.4 84.0 0.0 0.0 10.4 84.0 F B 77.7 E ~848 #1065 535 34.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None 7.0 19.0 0 28.0 0.22 0.82 73.9 0.0 73.9 E 63.4 E 279 304 1001 34.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 27.6 0.21 0.86 61.2 0.0 61.2 E 57.6 E 279 328 942 34.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 None 7.0 18.0 0 27.6 0.21 0.32 7.8 0.0 7.8 A 67.3 0.52 0.81 58.8 0.0 58.8 E 42.7 0.33 0.63 72.0 0.0 72.0 E 41.7 0.32 0.95 77.7 0.0 77.7 E 67.3 0.52 0.97 97.6 0.0 97.6 F 118 0 52 m144 84 #204 155 #338 150 #290 57 m93 38 103 150 260 0 0 0 0.93 260 535 0 0 0 0.27 150 261 0 0 0 0.62 160 542 0 0 0 0.39 150 252 0 0 0 0.97 1552 0 0 0 1.08 120 786 0 0 0 0.29 150 220 0 0 0 0.73 1440 0 0 0 0.89 925 0 0 0 0.67 939 0 0 0 0.69 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 34 (26%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 63.4 Intersection Capacity Utilization 102.2% Analysis Period (min) 15 Intersection LOS: E ICU Level of Service G 04/14/2022 HDR Synchro 11 Report 180 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 1: Lamar Blvd & 38th St 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted PM (No Impr) 04/14/2022 HDR Synchro 11 Report 181 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 1: Lamar Blvd & 38th St 2028 Site Plus Forecasted PM (No Impr) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 241 241 0 1.00 1.00 1885 243 0.99 1 281 0.11 1795 243 1795 14.0 14.0 1.00 281 0.87 281 1.00 1.00 38.0 22.6 0.0 12.5 60.6 E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 14.7 5.0 12.0 9.7 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 641 641 0 1.00 No 1870 647 0.99 2 722 0.20 3554 647 1777 23.1 23.1 722 0.90 943 1.00 1.00 50.5 7.8 0.0 16.3 58.3 E 1035 54.8 D 2 64.3 5.0 49.0 61.3 0.0 144 144 0 1.00 1.00 1900 145 0.99 0 327 0.20 1610 145 1610 8.3 8.3 1.00 327 0.44 427 1.00 1.00 29.4 0.4 0.0 5.8 29.7 C 3 20.0 5.5 14.5 16.0 0.0 62.2 E 159 159 0 1.00 1.00 1826 161 0.99 5 185 0.07 1739 161 1739 7.7 7.7 1.00 185 0.87 216 1.00 0.84 36.9 21.3 0.0 10.0 58.2 E 225 225 0 1.00 1.00 1900 0 0.99 0 0.00 1610 0 1610 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 182 182 0 1.00 1.00 1870 184 0.99 2 186 0.36 515 641 1793 46.2 46.2 0.29 648 0.99 648 1.00 0.84 41.2 29.8 0.0 32.8 71.0 E 1083 1083 0 1.00 No 1885 1094 0.99 1 1109 0.36 3069 637 1791 45.8 45.8 647 0.98 647 1.00 0.84 41.1 28.8 0.0 32.4 69.9 E 1439 69.1 E 160 160 0 1.00 1.00 1885 162 0.99 1 268 0.11 1795 162 1795 5.7 5.7 1.00 268 0.60 268 1.00 1.00 52.7 2.7 0.0 8.8 55.4 E 4 31.0 5.0 34.0 24.0 2.0 615 615 0 1.00 No 1870 621 0.99 2 712 0.20 3554 621 1777 22.0 22.0 712 0.87 929 1.00 1.00 50.4 6.1 0.0 15.6 56.4 E 783 56.2 E 5 27.0 5.0 14.0 14.0 0.0 209 209 0 1.00 1.00 1856 0 0.99 3 0.00 1572 0 1572 0.0 0.0 1.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 6 52.0 5.0 47.0 48.2 0.0 242 242 0 1.00 1.00 1900 244 0.99 0 364 0.17 1810 244 1810 12.0 12.0 1.00 364 0.67 364 1.00 1.00 48.5 3.9 0.0 12.2 52.3 D 7 19.1 5.0 14.0 7.7 0.0 1661 1661 0 1.00 No 1885 1678 0.99 1 1633 0.46 3582 1678 1791 59.3 59.3 1633 1.03 1633 1.00 1.00 35.4 29.7 0.0 41.7 65.1 F 1922 63.5 E 8 31.9 5.5 34.5 25.1 1.3 Notes Unsignalized Delay for [NBR, WBR] is excluded from calculations of the approach delay and intersection delay. 04/14/2022 HDR Synchro 11 Report 182 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Site Plus Forecasted PM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 3574 1495 278 278 1900 150 1 100 1.00 0.950 1787 0.168 316 0.96 1% 290 290 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 676 676 1900 0.95 3574 35 723 14.1 0.96 1% 704 704 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 170 170 1900 100 1 1.00 0.850 1495 Yes 159 0.96 8% 177 177 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 153 153 1900 165 1 120 1.00 0.950 1805 0.138 262 0.96 0% 159 159 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 511 511 1900 0.95 0.971 3477 3477 23 35 729 14.2 0.96 1% 532 662 No Left 12 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 245 245 1900 150 1 100 1.00 0.950 1703 0.198 355 0.96 6% 255 255 No Left 125 125 1900 0 0 0.95 0 0 Yes 0.96 0% 130 0 No Right 1.00 9 108 108 1900 150 1 100 1.00 0.950 1805 0.105 200 0.96 0% 113 113 No Left 1017 1017 1900 0.95 0.981 3506 3506 14 35 395 7.7 0.96 1% 1059 1211 No Left 12 0 16 Yes 1.00 146 146 1900 0 0 0.95 0 0 Yes 0.96 1% 152 0 No Right 1.00 9 706 706 1900 0.95 0.973 3450 3450 23 35 485 9.4 0.96 2% 735 898 No Left 12 0 16 Yes 1.00 156 156 1900 0 0 0.95 0 0 Yes 0.96 1% 163 0 No Right 1.00 9 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 Synchro 11 Report D.P+P 3 Perm D.P+P 7 D.P+P 5 D.P+P 1 183 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 2: Guadalupe St & 38th St 2028 Site Plus Forecasted PM (No Impr) WBT WBR NBT NBR SBT SBR 4 2 6 Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 4 3 EBT 8 EBR 8 8 WBL 8 7 5.0 10.5 14.0 5.0 30.5 44.0 5.0 10.5 14.0 8.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 8.5 3.5 2.0 0.0 5.5 Lead Yes 1.5 None 5.0 5.0 36.5 30.5 44.0 44.0 10.8% 33.8% 33.8% 10.8% 33.8% 38.5 38.5 3.5 3.5 2.0 2.0 0.0 0.0 5.5 5.5 Lag Lag Yes Yes 2.0 2.0 Min Min 7.0 7.0 24.0 18.0 0 0 31.2 31.3 0.24 0.24 0.78 0.37 50.8 19.0 0.0 0.0 50.8 19.0 D B 55.4 E 265 313 649 38.5 3.5 2.0 0.0 5.5 Lag Yes 2.0 Min 7.0 18.0 0 31.3 0.24 0.82 66.4 0.0 66.4 E 114.5 F 266 283 643 39.7 0.31 1.51 289.6 0.0 289.6 F 39.7 0.31 0.88 74.7 0.0 74.7 E ~277 #433 95 #180 41 m56 150 192 0 0 0 1.51 1058 0 0 0 0.67 100 554 0 0 0 0.32 165 180 0 0 0 0.88 1045 0 0 0 0.63 NBL 6 5 5.0 10.5 18.0 12.5 4.0 1.5 0.0 5.5 Lag Yes 1.5 15.0 32.5 54.0 13.8% 41.5% 48.5 4.0 1.5 0.0 5.5 Lag Yes 2.0 None C-Max 7.0 20.0 0 60.2 0.46 0.74 33.1 0.0 33.1 C 37.0 D 425 #642 315 68.3 0.53 0.81 55.2 0.0 55.2 E 106 #237 150 315 0 0 0 0.81 1630 0 0 0 0.74 SBL 2 1 5.0 10.5 18.0 12.5 4.0 1.5 0.0 5.5 Lead Yes 1.0 15.0 35.5 54.0 13.8% 41.5% 48.5 4.0 1.5 0.0 5.5 Lead Yes 2.0 None C-Max 7.0 23.0 0 55.8 0.43 0.60 30.8 0.0 30.8 C 30.2 C 296 401 405 68.3 0.53 0.55 25.7 0.0 25.7 C 42 84 150 265 0 0 0 0.43 1492 0 0 0 0.60 Other Intersection Summary Area Type: Cycle Length: 130 Actuated Cycle Length: 130 Offset: 31.5 (24%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.51 Intersection Signal Delay: 59.1 Intersection Capacity Utilization 90.6% Analysis Period (min) 15 Intersection LOS: E ICU Level of Service E 04/14/2022 HDR Synchro 11 Report 184 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 2: Guadalupe St & 38th St 2: Guadalupe St & 38th St 2028 Site Plus Forecasted PM (No Impr) 04/14/2022 HDR Synchro 11 Report 185 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 2: Guadalupe St & 38th St 2028 Site Plus Forecasted PM (No Impr) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 278 278 0 1.00 1.00 1885 290 0.96 1 211 0.07 1795 290 1795 8.5 8.5 1.00 211 1.38 211 1.00 1.00 45.6 196.6 0.0 22.5 242.3 F Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 11.4 5.5 12.5 6.0 0.0 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 676 676 0 1.00 No 1885 704 0.96 1 811 0.23 3582 704 1791 24.6 24.6 811 0.87 1061 1.00 1.00 48.4 5.1 0.0 17.0 53.5 D 1171 98.9 F 2 69.7 5.5 48.5 35.5 4.5 170 170 0 1.00 1.00 1781 177 0.96 8 342 0.23 1510 177 1510 13.4 13.4 1.00 342 0.52 447 1.00 1.00 44.1 0.5 0.0 8.7 44.5 D 3 14.0 5.5 8.5 10.5 0.0 54.2 D 146 146 0 1.00 1.00 1885 152 0.96 1 222 0.49 451 608 1804 33.5 33.5 0.25 891 0.68 891 1.00 1.00 25.1 4.2 0.0 21.3 29.4 C 108 108 0 1.00 1.00 1900 112 0.96 0 248 0.05 1810 112 1810 4.0 4.0 1.00 248 0.45 340 1.00 1.00 20.4 0.5 0.0 3.0 20.9 C 156 156 0 1.00 1.00 1885 0 0.96 1 0.00 0 0 0 0.0 0.0 0.00 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 706 706 0 1.00 No 1870 735 0.96 2 1326 0.37 3647 735 1777 21.3 21.3 1326 0.55 1326 1.00 1.00 32.2 1.7 0.0 14.4 33.9 C 847 32.2 C 153 153 0 1.00 1.00 1900 159 0.96 0 198 0.07 1810 159 1810 8.5 8.5 1.00 198 0.80 198 1.00 1.00 39.6 19.7 0.0 8.6 59.2 E 4 34.9 5.5 38.5 25.1 2.2 511 511 0 1.00 No 1885 532 0.96 1 647 0.23 2856 333 1791 22.9 22.9 406 0.82 530 1.00 1.00 47.8 5.9 0.0 16.2 53.7 D 821 55.0 D 5 27.1 5.5 12.5 3.0 0.2 125 125 0 1.00 1.00 1900 130 0.96 0 157 0.23 695 329 1760 23.1 23.1 0.39 399 0.83 521 1.00 1.00 47.8 6.4 0.0 16.1 54.2 D 6 54.0 5.5 48.5 23.3 3.4 245 245 0 1.00 1.00 1811 255 0.96 6 488 0.17 1725 255 1725 1.0 1.0 1.00 488 0.52 488 1.00 1.00 37.4 0.5 0.0 11.3 37.9 D 7 14.0 5.5 8.5 10.5 0.0 1017 1017 0 1.00 No 1885 1059 0.96 1 1552 0.49 3144 603 1791 33.4 33.4 884 0.68 884 1.00 1.00 25.1 4.2 0.0 21.1 29.3 C 1466 30.8 C 8 34.9 5.5 38.5 26.6 2.8 Notes Unsignalized Delay for [SBR] is excluded from calculations of the approach delay and intersection delay. 04/14/2022 HDR Synchro 11 Report 186 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted PM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 6 6 1900 0 0 0.95 0 0 Yes 0.91 0% 7 0 No Right 1.00 9 86 86 1900 0 1 25 1.00 0.950 1805 0.745 1416 0.91 0% 95 95 No Left 33 33 1900 1.00 0.924 1722 1722 29 30 209 4.8 0.91 4% 36 73 No Left 12 0 16 1.00 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 Cl+Ex Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 4 34 34 1900 0 0 1.00 0 0 Yes 0.91 0% 37 0 No Right 1.00 9 1900 1615 3574 1615 139 139 1900 0 1 25 1.00 0.950 1787 0.693 1304 0.91 1% 153 153 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 17 17 1900 1.00 1900 30 79 1.8 0.91 0% 19 19 No Left 24 0 16 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 8 112 112 1900 0 1 1.00 0.850 1615 Yes 116 0.91 0% 123 123 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 9 9 1900 150 1 100 1.00 0.950 1805 0.177 336 0.91 0% 10 10 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1817 1817 1900 0.95 3574 35 1085 21.1 0.91 1% 1997 1997 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 2 116 116 1900 115 1 1.00 0.850 1615 Yes 62 0.91 0% 127 127 No Right 1.00 9 1 Right 20 0 0 20 0.0 0.0 0.0 123 123 1900 150 1 100 1.00 0.950 1805 0.047 89 0.91 0% 135 135 No Left 1.00 15 1 Left 20 0 0 20 0.0 0.0 0.0 1180 1180 1900 0.95 0.999 3571 3571 1 35 359 7.0 0.91 1% 1297 1304 No Left 12 0 16 Yes 1.00 0.0 0.0 0.0 94 6 Cl+Ex 0.0 NA 6 2 Thru 100 0 0 6 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 2 Thru 100 0 0 6 2 Thru 100 0 0 6 Perm Perm Perm D.P+P 5 Perm D.P+P 1 Synchro 11 Report 187 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted PM (No Impr) EBT EBR EBL 4 4 4 WBL 8 8 WBT WBR 8 8 8 NBL 6 5 NBT 2 NBR 2 2 SBL 2 1 6 SBT SBR Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio 5.0 35.0 28.0 5.0 35.0 28.0 18.7% 18.7% 23.0 3.5 1.5 0.0 5.0 23.0 3.5 1.5 0.0 5.0 1.5 None 7.0 23.0 0 21.1 0.14 0.48 67.2 0.0 67.2 E 86 148 217 0 0 0 0.44 1.5 None 7.0 23.0 0 21.1 0.14 0.27 38.0 0.0 38.0 D 54.5 D 38 89 129 288 0 0 0 0.25 3.0 9.5 15.0 5.0 31.5 28.0 3.0 9.5 15.0 5.0 31.5 28.0 5.0 31.5 28.0 15.0 35.0 107.0 15.0 35.0 107.0 21.5 3.0 3.5 0.0 6.5 21.5 3.0 3.5 0.0 6.5 21.5 3.0 3.5 0.0 6.5 10.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 10.0 4.0 1.0 0.0 5.0 Lead Yes 1.0 15.0 25.0 107.0 18.7% 18.7% 18.7% 10.0% 71.3% 71.3% 10.0% 71.3% 102.0 4.0 1.0 0.0 5.0 Lag Yes 2.0 None C-Max 7.0 13.0 0 115.4 0.77 0.47 7.6 0.0 7.6 A 12.9 B 202 316 279 102.0 102.0 4.0 4.0 1.0 1.0 0.0 0.0 5.0 5.0 Lag Lag Yes Yes 2.0 2.0 None C-Max C-Max 7.0 7.0 23.0 23.0 0 0 105.2 105.2 0.70 0.70 0.11 0.80 4.4 19.0 0.0 0.7 4.4 19.7 B A 18.8 B 695 801 1005 1.5 None 7.0 18.0 0 19.6 0.13 0.08 56.8 0.0 56.8 E 67.4 E 16 43 1 1.5 None 7.0 18.0 0 19.6 0.13 0.91 110.9 0.0 110.9 F 1.5 None 7.0 18.0 0 19.6 0.13 0.40 14.9 0.0 14.9 B 113.9 0.76 0.81 63.7 0.0 63.7 E 116.9 0.78 0.03 3.9 0.0 3.9 A 68 #172 147 #273 6 67 20 43 2 6 186 0 0 0 0.82 272 0 0 0 0.07 330 0 0 0 0.37 150 364 0 0 0 0.03 115 1151 0 0 0 0.11 150 182 0 0 0 0.74 2746 0 0 0 0.47 2505 211 0 0 0.87 Other Intersection Summary Area Type: Cycle Length: 150 Actuated Cycle Length: 150 Offset: 25 (17%), Referenced to phase 2:NBSB and 6:NBSB, Start of Red Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 21.7 Intersection Capacity Utilization 85.2% Analysis Period (min) 15 Intersection LOS: C ICU Level of Service E 04/14/2022 HDR Synchro 11 Report 188 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted PM (No Impr) # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Lamar Blvd & 40th St/Central Market Dr 04/14/2022 HDR Synchro 11 Report 189 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 3: Lamar Blvd & 40th St/Central Market Dr 2028 Site Plus Forecasted PM (No Impr) EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS 86 86 0 1.00 1.00 1900 95 0.91 0 219 0.14 1266 95 1266 10.5 11.8 1.00 219 0.43 231 1.00 1.00 60.7 0.5 0.0 6.2 61.2 E 33 33 0 1.00 No 1841 36 0.91 4 119 0.14 832 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 0.0 A 168 59.7 E Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s 1 10.1 5.0 10.0 5.1 0.0 2 111.9 5.0 102.0 56.3 17.7 Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 34 34 0 1.00 1.00 1900 37 0.91 0 123 0.14 855 73 1687 5.8 5.8 0.51 242 0.30 259 1.00 1.00 57.5 0.3 0.0 4.5 57.8 E 19.4 B 116 116 0 1.00 1.00 1900 127 0.91 0 1148 0.71 1610 127 1610 3.7 3.7 1.00 1148 0.11 1148 1.00 0.09 6.7 0.0 0.0 1.8 6.7 A 123 123 0 1.00 1.00 1900 135 0.91 0 177 0.03 1810 135 1810 3.1 3.1 1.00 177 0.76 237 1.00 1.00 30.1 6.4 0.0 7.0 36.5 D 6 6 0 1.00 1.00 1900 7 0.91 0 15 0.74 20 668 1882 21.5 21.5 0.01 1392 0.48 1392 1.00 1.00 7.9 1.2 0.0 13.3 9.1 A 1180 1180 0 1.00 No 1885 1297 0.91 1 2703 0.74 3653 636 1791 21.5 21.5 1325 0.48 1325 1.00 1.00 7.9 1.2 0.0 12.8 9.1 A 1439 11.7 B 139 139 0 1.00 1.00 1885 153 0.91 1 188 0.14 1338 153 1338 15.7 21.5 1.00 188 0.81 188 1.00 1.00 67.8 21.9 0.0 11.4 89.7 F 4 28.0 * 6.5 * 23 13.8 0.2 17 17 0 1.00 No 1900 19 0.91 0 272 0.14 1900 19 1900 1.3 1.3 272 0.07 272 1.00 1.00 55.6 0.0 0.0 1.1 55.6 E 295 75.5 E 5 6.0 5.0 10.0 2.2 0.0 112 112 0 1.00 1.00 1900 123 0.91 0 231 0.14 1610 123 1610 10.6 10.6 1.00 231 0.53 231 1.00 1.00 59.6 1.2 0.0 7.9 60.8 E 6 116.0 5.0 102.0 23.5 6.7 9 9 0 1.00 1.00 1900 10 0.91 0 316 0.01 1810 10 1810 0.2 0.2 1.00 316 0.03 425 1.00 0.09 6.4 0.0 0.0 0.1 6.4 A 1817 1817 0 1.00 No 1885 1997 0.91 1 2553 0.71 3582 1997 1791 54.3 54.3 2553 0.78 2553 1.00 0.09 14.0 0.2 0.0 22.3 14.2 B 2134 13.7 B 8 28.0 6.5 21.5 23.5 0.0 Notes User approved pedestrian interval to be less than phase max green. * HCM 6th computational engine requires equal clearance times for the phases crossing the barrier. 04/14/2022 HDR Synchro 11 Report 190 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted PM (No Impr) Lane Group Lane Configurations Traffic Volume (vph) Future Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Heavy Vehicles (%) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 04/14/2022 HDR EBL EBT WBT WBR SBL SBR 3539 3574 1615 3539 3574 231 231 1900 150 1 100 1.00 0.950 1770 0.158 294 0.97 2% 238 238 No Left 1001 1001 1900 1248 1248 1900 0.95 0.95 35 478 9.3 0.97 2% 1032 1032 No Left 12 0 16 Yes 1.00 35 541 10.5 0.97 1% 1287 1287 No Left 12 0 16 Yes 1.00 112 112 1900 0 1 1.00 0.850 1615 1615 Yes 115 0.97 0% 115 115 No Right 199 199 1900 75 1 1.00 0.850 1615 Yes 136 0.97 0% 205 205 No Right 40 40 1900 230 1 60 1.00 0.950 1805 0.950 1805 30 394 9.0 0.97 0% 41 41 No Left 12 0 16 1.00 15 1 Left 20 0 0 20 1.00 9 1 Right 20 0 0 20 Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex Cl+Ex 1.00 9 1 Right 20 0 0 20 1.00 15 1 Left 20 0 0 20 2 Thru 100 0 0 6 2 Thru 100 0 0 6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 0.0 0.0 0.0 94 6 Cl+Ex Cl+Ex pm+pt 5 0.0 NA 2 0.0 NA 6 Perm Perm Prot 8 Synchro 11 Report 191 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted PM (No Impr) Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 2 5 EBT 2 WBT WBR 6 6 6 SBL 8 SBR 8 8 5.0 10.0 12.0 5.0 23.0 75.0 5.0 23.0 63.0 5.0 23.0 63.0 5.0 23.0 15.0 5.0 23.0 15.0 13.3% 83.3% 70.0% 70.0% 16.7% 16.7% 10.0 4.0 1.0 0.0 5.0 10.0 4.0 1.0 0.0 5.0 70.0 4.0 1.0 0.0 5.0 3.0 58.0 4.0 1.0 0.0 5.0 Lag Yes 3.0 7.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 58.0 4.0 1.0 0.0 5.0 Lag Yes 3.0 None C-Max C-Max C-Max 7.0 11.0 0 62.0 0.69 0.18 2.7 0.0 2.7 A 74.6 0.83 0.65 13.2 0.0 13.2 B 7.0 11.0 0 75.6 0.84 0.35 2.6 0.0 2.6 A 4.6 A 61 96 398 2971 0 0 0 0.35 7.0 11.0 0 62.0 0.69 0.52 8.6 0.0 8.6 A 7.8 A 183 244 461 2461 0 0 0 0.52 13 37 75 1154 0 0 0 0.18 22 #96 150 371 0 0 0 0.64 3.0 None 7.0 11.0 0 7.5 0.08 0.27 42.5 0.0 42.5 D 22.1 C 22 53 314 230 200 0 0 0 0.20 3.0 None 7.0 11.0 0 7.5 0.08 0.48 14.8 0.0 14.8 B 0 48 281 0 0 0 0.41 Other Intersection Summary Area Type: Cycle Length: 90 Actuated Cycle Length: 90 Offset: 0 (0%), Referenced to phase 2:EBTL and 6:WBT, Start of Red Natural Cycle: 65 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.65 Intersection Signal Delay: 7.2 Intersection Capacity Utilization 64.0% Analysis Period (min) 15 Intersection LOS: A ICU Level of Service B 04/14/2022 HDR Synchro 11 Report 192 of 19411Ascension Seton 38th TIA Compliance Lanes, Volumes, Timings # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4: 38th St & Shoal Creek Blvd 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted PM (No Impr) 04/14/2022 HDR Synchro 11 Report 193 of 19411Ascension Seton 38th TIA Compliance HCM 6th Signalized Intersection Summary 4: 38th St & Shoal Creek Blvd 2028 Site Plus Forecasted PM (No Impr) EBL EBT WBT WBR SBL SBR 231 231 0 1.00 1.00 1870 238 0.97 2 364 0.06 1781 238 1781 3.3 3.3 1.00 364 0.65 396 1.00 1.00 8.4 3.4 0.0 3.1 11.8 B Movement Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/ln Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %ile BackOfQ(95%),veh/ln Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+I1), s Green Ext Time (p_c), s Intersection Summary HCM 6th Ctrl Delay HCM 6th LOS 1001 1001 0 1.00 No 1870 1032 0.97 2 2835 0.80 3647 1032 1777 7.4 7.4 2835 0.36 2835 1.00 1.00 2.6 0.4 0.0 2.8 3.0 A 1270 4.6 A 2 76.8 5.0 70.0 9.4 9.4 1248 1248 0 1.00 No 1885 1287 0.97 1 2445 0.68 3676 1287 1791 16.0 16.0 2445 0.53 2445 1.00 1.00 7.1 0.8 0.0 8.8 7.9 A 1492 7.6 A 8.7 A 199 199 0 1.00 1.00 1900 205 0.97 0 1099 0.68 1610 205 1610 4.2 4.2 1.00 1099 0.19 1099 1.00 1.00 5.2 0.4 0.0 2.2 5.6 A 40 40 0 1.00 1.00 No 1900 41 0.97 0 165 0.09 1810 41 1810 1.9 1.9 1.00 165 0.25 201 1.00 1.00 38.0 0.8 0.0 1.6 38.8 D 156 52.1 D 5 10.4 5.0 7.0 5.3 0.1 112 112 0 1.00 1.00 1900 115 0.97 0 147 0.09 1610 115 1610 6.3 6.3 1.00 147 0.78 179 1.00 1.00 40.0 16.8 0.0 5.7 56.8 E 6 66.4 5.0 58.0 18.0 13.8 Notes User approved pedestrian interval to be less than phase max green. 8 13.2 5.0 10.0 8.3 0.1 04/14/2022 HDR Synchro 11 Report 194 of 19411Additional backup may be posted at the following link: https://www.austintexas.gov/cityclerk/boards_commissions/meetings/ 40_1.htm