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

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ACCESS RELATED CRASH ANALYSIS THREE-YEAR HISTORY FOR BOTH DIRECTIONS OF TRAVEL Segment Unsignalized Total Access 3-year Begin End Length # of Cross Access Points Per Median Crash Segment MP MP (miles) Driveways Streets Points Mile Openings Rate End Segment to Saddlebrooke Boulevard 103.34 88.85 14.49 27 8 35 2.42 0.51 Saddlebrooke Boulevard to Pinto Lane 88.85 87.625 1.22 10 1 11 8.98 0.87 Pinto Lane to Golder Ranch Road 87.625 85.76 1.86 48 11 59 31.64 1.13 Golder Ranch Road to Wilds Road 85.76 85.25 0.51 2 1 3 5.88 0.58 Wilds Road to Rancho Vistoso 85.25 82.75 2.50 11 2 13 5.20 1 0.63 Rancho Vistoso to Tangerine Road 82.75 81.82 0.93 2 0 2 2.15 1 0.49 Tangerine Road to HoneyWell Corp. 81.82 80.155 1.66 6 2 8 4.80 0.35 HoneyWell Corp. to La Reserve 80.155 79.74 0.42 2 1 3 7.23 0.71 La Reserve to First Avenue 79.74 79.48 0.26 2 0 2 7.69 0.38 First Avenue to Pusch View Lane 79.48 79.125 0.36 2 0 2 5.63 2.6 Pusch View Lane to El Conquistador Way 79.125 78.5 0.63 3 1 4 6.40 1.01 El Conquistador Way to Linda Vista Boulevard 78.5 77.98 0.52 5 1 6 11.54 0.81 Linda Vista Boulevard to Calle Concordia 77.98 77.465 0.52 2 0 2 3.88 0.96 Calle Concordia to Hardy Road 77.465 76.91 0.56 6 2 8 14.41 0.56 Hardy Road to Magee Road 76.91 75.87 1.04 10 8 18 17.31 1.98 Magee Road to Ina Road 75.87 74.85 1.02 26 2 28 27.45 2.33 Ina Road to Orange Grove Road 74.85 73.84 1.01 30 8 38 37.62 3.32 Orange Grove Road to Rudasill Road 73.84 73.34 0.50 17 3 20 40.00 4.04 Rudasill Road to River Road 73.34 72.06 1.28 34 6 40 31.25 1.9 River Road to Auto Mall Drive 72.06 71.555 0.50 19 1 20 39.60 2 2.67 Auto Mall Drive to Wetmore Road 71.555 71.3 0.26 9 0 9 35.29 3.74 Wetmore Road to Limberlost Drive 71.3 71.04 0.26 17 0 17 65.38 4.55 Limberlost Drive to Roger Road 71.04 70.795 0.25 17 0 17 69.39 4.76 Roger Road to Prince Road 70.795 70.29 0.50 40 5 45 89.11 3.97 Prince Road to Fort Lowell Road 70.29 69.775 0.52 26 3 29 56.31 2.22 Fort Lowell Road to Miracle Mile/Oracle Road 69.775 69.525 0.25 15 3 18 72.00 3.68 Miracle Mile/Oracle Road to Fairview Avenue 69.525 69.035 0.49 23 4 27 55.10 1.72 Fairview Avenue to Flowing Wells Road 69.035 68.535 0.50 44 2 46 92.00 2.06 Flowing Wells Road to I-10 68.535 68.11 0.42 13 2 15 35.29 1.81 *Median openings that were associated with a driveway, cross street (signalized), or cross street (unsignalized) were not included.
Flowing Wells to I-10 Miracle Mile/Oracle to Fairview Ave 100.00 90.00 80.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 0.00 SR 77 Multimodal Corridor Profile Study Crash Rate vs. Access Points Three-Year History in Two Directions 5 4.5 4 3.5 3 2.5 2 1.5 1 0.5 0 Access Points per Mile 3-Year Crash Rate Hardy Road to Magee Road Ina Road to Orange Grove Road Rudasill Road to River Road Auto Mall Dr to Wetmore Road Limberlost Dr to Roger Road Prince Road to Fort Lowell Road Linda Vista Blvd to Calle Concordia Pusch View Lane to El Conquistador Way La Reserve to First Ave Tangerine Road to HoneyWell Corp. Wilds Road to Rancho Vistoso Pinto Lane to Golder Ranch Road End Segment to Saddlebrooke Blvd Access Points per Mile 3-Year Crash Rate
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& InAsociationwith: Lima&Asociates
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TABLE OF CONTENTS Page 1. INTRODUCT
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TABLE OF CONTENTS (Continued) Page
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TABLE OF CONTENTS (Continued) Page
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7. INVESTMENT OPTIONS 7-1 7.1 SUMMA
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LIST OF EXHIBITS Page Exhibit 1-1 S
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LIST OF EXHIBITS (Continued) Page E
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LIST OF EXHIBITS (Continued) Page E
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1. INTRODUCTION 1.1 PROJECT BACKGRO
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1.3.2 Objectives The primary object
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2. STUDIES, CONTACTS AND ISSUES Thi
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Exhibit 2-1 LIST OF STUDY DOCUMENTS
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2.1.6 Final Project Assessment, SR
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Intersection Spacing, Location, and
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lane and the northbound acceleratio
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amended Regional Transportation Pla
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• Park-and-Ride Lots with bike lo
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2.5 TOWN OF ORO VALLEY PLANNING DOC
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• A Feasibility Study was complet
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Recommendations for the Calle Conco
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• A near term transit development
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• The Miracle Mile to Fort Lowell
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unmarked crosswalks. Quarter mile p
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2.8.6 Pinal County Issues raised at
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enough shoulders, and feasibility f
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Exhibit 3-2 FUTURE POPULATION PROJE
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La Cholla Blvd La Canada Dr Exhibit
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La Cholla Blvd La Canada Dr Exhibit
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Exhibit 3-8 AGE, DISABLED, AND LOW-
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4. PHYSICAL AND NATURAL ENVIRONMENT
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Biotic Community Arizona Upland Son
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Exhibit 4-4 ARIZONA GAME AND FISH D
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The statutory goal of the Tucson AM
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Exhibit 4-6 DRAINAGES AND RIPARIAN
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Exhibit 4-6 DRAINAGE AND RIPARIAN A
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United States.” The phrase “wat
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vehicle miles traveled (VMT). On Ap
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An archaeological survey is recomme
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Exhibit 4-9 PUBLIC SCHOOLS WITHIN T
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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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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
Page 233 and 234: Previous Archaeological Surveys wit
Page 245 and 246: Brew, Susan A. 1979 Letter Report t
Page 247 and 248: 2001d Cultural Resources Survey of
Page 249 and 250: Goldstein, Beau J. 2001 A Cultural
Page 251 and 252: 1998e A Cultural Resource Inventory
Page 253 and 254: 2001c Cultural Resources Survey of
Page 255 and 256: 1986a Letter Report to the State La
Page 257 and 258: Roth, Barbara J. 1993 Letter Report
Page 259 and 260: 1996a Coronado Ridge Right of Way (
Page 261 and 262: 1980b Clearinghouse Report No. 80-8
Page 263: 1996 Cultural Resource Survey of Mi
Page 269: APPENDIX D Corridor Crash Character
Page 272 and 273: SIGNALIZED INTERSECTION NUMBER OF C
Page 274 and 275: Mile Post SIGNALIZED INTERSECTION C
Page 276 and 277: ROADWAY SEGMENT NUMBER OF CRASHES B
Page 278 and 279: Beginning Mile Post Roadway Segment
Page 280 and 281: ACCESS RELATED CRASH ANALYSIS SOUTH
Page 282 and 283: 180 160 140 120 100 80 60 40 20 0 S
Page 286 and 287: 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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