sr 77/oracle road multimodal corridor profile study final report - Pima ...

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2.1.10 Initial Project Assessment, SR 77, Calle Concordia to Tangerine Road, TRACS No: 077 PM 077 H5459 01L, AZTEC Engineering, March 2003 This project assessment was prepared for a roadway widening project on SR 77, and was divided into two segments in order to match into a project being designed and constructed by the Town of Oro Valley to widen SR 77 to six lanes from Pusch View Lane to La Reserve. Segment 1 is from Calle Concordia (MP 77.5) to Pusch View Lane (MP 79.2). Segment 2 is from La Reserve (MP 79.8) to Tangerine Road (MP 82.0). The proposed improvements consist of symmetrically widening SR 77 from a four-lane roadway to a six-lane roadway. The widened six-lane roadway will be carried through the intersection of Tangerine Road and will then be tapered down to match the existing four-lane section. The existing rumble strip will be milled and replaced with asphaltic concrete (AC) pavement and the entire roadway will be overlaid with asphalt rubberasphalt concrete friction course (AR-ACFC). The existing raised median will remain and dual left-turn bays and dedicated right-turn bays will be added where noted in the traffic report for the project. 2.1.11 Final Project Assessment, SR 77, Junction Miracle Mile to Ina Road, Project 77 PM 69 H5256 01C, Roadway Predesign Section, June 2000 This project is a pavement preservation project in Pima County, partially within City of Tucson limits. The project limits are from MP 69.50 to MP 74.84. The project involves the following elements: • Mill and replacing the travel lanes and turn lanes with asphaltic concrete (AC). • Apply a rubber-asphalt concrete friction course (AR-ACFC) (full width). • Pave the major crossroads to the end of the curb returns. 2.1.12 Final Project Assessment, SR 77, First Avenue-Tangerine Road, Project 77 PM 79 H4203 01C, Roadway Predesign Section, December 1996 This project is a pavement preservation project located on SR 77 from MP 79.2 to MP 82.2, within the Town of Oro Valley. Key elements of the project scope are: • Mill and replace asphaltic concrete (AC) full-width, excluding the Cañada Del Oro Bridge. • Mill and replace additional depth of existing AC in the travel lanes 50 lineal feet prior to the northbound and southbound bridge approach slabs. • Place asphalt rubber-asphalt concrete friction course (AR-ACFC) on travel lanes and turn lanes. • Place new AR-ACFC overlay on the Cañada Del Oro Bridge. 2.1.13 Final Project Assessment, SR 77, Biosphere II Conference Center, Project 77 PN 096 H 3024 01 C, RS Engineering, Inc., November 1991 This project, located at the SR 77/ Biosphere II Conference Center intersection, was an intersection improvement project to add turning lanes and acceleration/deceleration lanes at the intersection. The project begins at MP 96.4 to accommodate the added northbound through lane and exclusive right-turn lane at the intersection. It ends at MP 96.9 because of the approach channelization and pavement widening to accommodate both the southbound exclusive left-turn SR 77/Oracle Road Multimodal Corridor Profile Study May 2007 Final Report Page 2-8
lane and the northbound acceleration lane. The project also involved installation of underground conduit for a future traffic signal installation. 2.1.14 Final Project Assessment, SR 77, Willow Springs to Oracle, Project 77 PN 95 H3995 01C, ADOT Roadway Predesign Section, June 1995 This project, located on SR 77 from MP 95.8 to MP 103.87, is a pavement preservation project, which is an addition of an asphalt-rubber concrete friction course (ARACFC). In addition to the pavement preservation project, the project includes build-up shoulders with milled material, striped the roadway for new left-turn lane from MP 99.3 to MP 100.15. This project is located within the SR 77 corridor area, and describes roadway and traffic engineering characteristics for this area. 2.1.15 Final Project Assessment, SR 77, Junction SR 79 to Oracle, Project 77 PN 92 H493101C, ADOT Roadway Predesign Section, January 9, 2001 This project is for the development of northbound passing lanes at various locations within the project area, which is on SR 77 from MP 91.21 to MP 95.35. The first passing lane location (MP 91.21 to MP 92.13, is just northeast of the SR 79/SR 77 intersection. The second location extends from MP 94.13 to Willow Springs Road at MP 95.35. This project is relevant because it is located within the SR 77 corridor area, and describes the justification for these roadway improvements, as well as roadway and traffic engineering characteristics for this area. The project involves widening the northbound section at two locations 12 feet on the outside shoulder to provide for passing lanes. The new cross section consists of two 12-foot travel lanes, a 12- foot northbound passing lane, and two eight-foot shoulders. 2.1.16 Final Project Assessment, SR 77 at Pinto Lane, Catalina, Project 77 PN 87 H445701C, Stantec Consulting, June 2, 1997 This project is an intersection improvement project at the T-intersection of SR 77 and Pinto Lane in the Town of Catalina. It is relevant to the SR 77 corridor study because the intersection is within the project area and it describes roadway and traffic engineering characteristics of the intersection. This project involved the installation of a traffic signal and the construction of a northbound right-turn lane on SR 77 and a left-turn lane on Pinto Lane. The project also involved construction of an embankment spillway approximately 100 meters south of the intersection, and repair of pavement drainage and installation of vehicle presence loops in Pinto Lane. 2.1.17 ADOT Statewide Plan Intelligent Transportation Infrastructure, ADOT Intermodal Transportation Division Technology Group, December 2002 This plan is an update of a 1996 plan and is used to continue prioritization of ITS infrastructure on state highways. On SR 77 a Road Weather Information System is proposed on SR 77, north of Tucson. SR 77/Oracle Road Multimodal Corridor Profile Study May 2007 Final Report Page 2-9
Page 1: & InAsociationwith: Lima&Asociates
Page 5 and 6: TABLE OF CONTENTS Page 1. INTRODUCT
Page 7 and 8: TABLE OF CONTENTS (Continued) Page
Page 9 and 10: TABLE OF CONTENTS (Continued) Page
Page 11 and 12: 7. INVESTMENT OPTIONS 7-1 7.1 SUMMA
Page 13 and 14: LIST OF EXHIBITS Page Exhibit 1-1 S
Page 15 and 16: LIST OF EXHIBITS (Continued) Page E
Page 17 and 18: LIST OF EXHIBITS (Continued) Page E
Page 19 and 20: 1. INTRODUCTION 1.1 PROJECT BACKGRO
Page 21 and 22: 1.3.2 Objectives The primary object
Page 23 and 24: 2. STUDIES, CONTACTS AND ISSUES Thi
Page 25 and 26: Exhibit 2-1 LIST OF STUDY DOCUMENTS
Page 27 and 28: 2.1.6 Final Project Assessment, SR
Page 29: Intersection Spacing, Location, and
Page 33 and 34: amended Regional Transportation Pla
Page 35 and 36: • Park-and-Ride Lots with bike lo
Page 37 and 38: 2.5 TOWN OF ORO VALLEY PLANNING DOC
Page 39 and 40: • A Feasibility Study was complet
Page 41 and 42: Recommendations for the Calle Conco
Page 43 and 44: • A near term transit development
Page 45 and 46: • The Miracle Mile to Fort Lowell
Page 47 and 48: unmarked crosswalks. Quarter mile p
Page 49 and 50: 2.8.6 Pinal County Issues raised at
Page 51: enough shoulders, and feasibility f
Page 54 and 55: Exhibit 3-2 FUTURE POPULATION PROJE
Page 56 and 57: La Cholla Blvd La Canada Dr Exhibit
Page 58 and 59: La Cholla Blvd La Canada Dr Exhibit
Page 60 and 61: Exhibit 3-8 AGE, DISABLED, AND LOW-
Page 63 and 64: 4. PHYSICAL AND NATURAL ENVIRONMENT
Page 65 and 66: Biotic Community Arizona Upland Son
Page 67 and 68: Exhibit 4-4 ARIZONA GAME AND FISH D
Page 69 and 70: The statutory goal of the Tucson AM
Page 71 and 72: Exhibit 4-6 DRAINAGES AND RIPARIAN
Page 73 and 74: Exhibit 4-6 DRAINAGE AND RIPARIAN A
Page 75 and 76: United States.” The phrase “wat
Page 77 and 78: vehicle miles traveled (VMT). On Ap
Page 79 and 80: An archaeological survey is recomme
Page 81 and 82:
Exhibit 4-9 PUBLIC SCHOOLS WITHIN T
Page 83 and 84:
5. EXISTING TRANSPORTATION FACILITI
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Exhibit 5-2 CROSS SECTION GEOMETRY
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Exhibit 5-4 TYPICAL RIGHT-OF-WAY WI
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Exhibit 5-5 PAVEMENT TYPE ON SR 77
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Structure Number Structure Name 236
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(Watershed 1 - Watershed 5, excludi
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FEMA Flood Insurance Study Exhibit
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Thornydale Rd Shannon Dr La Canada
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Exhibit 5-13 YEAR 1992, 2002 AND FO
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Exhibit 5-15 YEAR 2002 LEVELS OF CO
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except for the first segment listed
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• In general, as the number of ac
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Exhibit 5-20 SUN TRAN LEVEL OF SERV
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5.3 INTERMODAL FACILITIES The exten
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Exhibit 5-22 LOCATIONS OF SIDEWALKS
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5.6 ITS FACILITIES 5.6.1 Traffic Si
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Exhibit 5-25 SR 77/ORACLE ROAD ALRE
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Exhibit 5-26 CORRIDOR NORTH/SOUTH A
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Exhibit 5-27 CORRIDOR EAST/WEST ROA
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East/West Capacity Projects Signifi
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Exhibit 5-30 PLANNED AND PROGRAMMED
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The existing and forecast levels of
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Exhibit 6-3 CORRIDOR CONGESTION DEF
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Thornydale Rd La Canada Dr Wells Rd
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The realignment alternative selecte
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Exhibit 6-7 SEGMENTS FOR POSSIBLE L
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Exhibit 6-10 LOCATION OF LEVEL 1 AN
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• A need exists for a grade-separ
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In addition, key stakeholders ident
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6.4.1 Open House Comments on Pedest
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Project Assessment Begin MP End MP
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Exhibit 6-16 ITS DEFICIENCIES SR 77
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Exhibit 6-17 DEFICIENCIES BY SEGMEN
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From MP 79.1 78.5 Pusch View Lane t
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Page 154 and 155:
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provide little congestion relief al
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Exhibit 7-2 SUMMARY OF ROADWAY CAPA
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Exhibit 7-3 PORTION OF THE SR 77 CO
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7. The assumption of an eight-lane
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The fringe urban section might incl
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area of this segment, from Rancho V
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Exhibit 7-6 SUMMARY OF POTENTIALLY
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Exhibit 7-7 SEGMENTS FOR POSSIBLE L
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The proposed recommendations for bi
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Exhibit 7-9 CONSOLIDATION OF WORKSH
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Exhibit 7-11 BRIDGES WITH SUFFICIEN
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Exhibit 7-12 ITS IMPROVEMENTS SR 77
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Segment I-10 to Oracle Road 1.4 Urb
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8. OPPORTUNITIES AND CONSTRAINTS Th
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Exhibit 8-2 GENERAL OPPORTUNITIES O
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The impacts to existing businesses,
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Exhibit 8-5 PYGMY OWL SURVEY ZONES
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equire special consideration. In ad
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8.3.7 Pusch Ridge Wilderness Area T
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alternative would be a new bridge o
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The capacity and level of service a
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Exhibit 9-1 LIST OF PROPOSED PROJEC
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Number Milepost Location SR 77 Defi
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Exhibit 9-2 COST ESTIMATES FOR CONS
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10. PUBLIC INVOLVEMENT The public i
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Exhibit 10-2 OVERVIEW OF SURVEY RES
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Exhibit 10-3 OVERVIEW OF SURVEY RES
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Exhibit 10-4 ANALYSIS OF FIRST TRAN
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Prior to the tour, the project team
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There was a question about whether
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Exhibit 10-5 PUBLIC COMMENTS SUBMIT
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Exhibit 10-7 PUBLIC COMMENTS SUBMIT
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Exhibit 10-8 (Continued) COMMENTS F
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Exhibit 10-9 (continued) COMMENTS P
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APPENDIX A Properties Listed on the
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NRHP Properties within the Study Ar
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Previous Archaeological Surveys wit
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Page 237 and 238:
Page 239 and 240:
Page 241 and 242:
Page 243 and 244:
Page 245 and 246:
Brew, Susan A. 1979 Letter Report t
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2001d Cultural Resources Survey of
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Goldstein, Beau J. 2001 A Cultural
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1998e A Cultural Resource Inventory
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2001c Cultural Resources Survey of
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1986a Letter Report to the State La
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Roth, Barbara J. 1993 Letter Report
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1996a Coronado Ridge Right of Way (
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1980b Clearinghouse Report No. 80-8
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1996 Cultural Resource Survey of Mi
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APPENDIX D Corridor Crash Character
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SIGNALIZED INTERSECTION NUMBER OF C
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Mile Post SIGNALIZED INTERSECTION C
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ROADWAY SEGMENT NUMBER OF CRASHES B
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Beginning Mile Post Roadway Segment
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ACCESS RELATED CRASH ANALYSIS SOUTH
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180 160 140 120 100 80 60 40 20 0 S
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ACCESS RELATED CRASH ANALYSIS THREE
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2.15 2.42 3.88 4.80 5.20 5.63 5.88
Page 289:
NIGHT/DAY CRASH AND ROADWAY LIGHTIN
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