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Caso Los Algodones, Baja California, México
Vocación en el Turismo de Salud: Caso Los Algodones, Baja California, México Vocação no turismo de saúde: Caso Los Algodones, Baja California, México Vocation in Health Tourism: Case Los Algodones, Baja California, México Sonia Guadalupe Zermeño Flores1 Tomás Jesús Cuevas Contreras2 Resumo: Os destinos turísticos têm um conjunto de atrações que atuam como gatilhos para o fluxo de visitantes de uma região, que determinam sua vocação, juntamente com a cooperação de diferentes agentes ou atores, públicos e privados. Portanto, a presente investigação constitui um estudo de abordagem descritivo qualitativo, cujo objetivo é avaliar se a cidade de Los Algodones (LAL), Baja California, México, possui as condições de uma vocação turística que lhe permite desenvolver-se como destino estratégico no turismo de saúde sob a perspectiva de elementos essenciais como demanda, oferta, atração turística, infraestrutura e superestrutura. Para tanto, foram realizadas tabelas de consulta com os atores do turismo, cujas intervenções foram transcritas e analisadas no software de análise qualitativa Atlas.ti, identificando a vocação turística na área da saúde do território sob a ação conjunta de atores e partes interessadas da localidade que atua no desenvolvimento competitivo dessa atividade econômica. Palavras Chave: vocação turística; sistema turístico; turismo de saúde. Resumen: Los destinos turísticos poseen un conjunto de atractivos que actúan como detonantes del flujo de visitantes a una región, mismos que determinan su vocación, aunados a la acción de cooperación de los distintos agentes o actores, tanto públicos y privados. Por consiguiente, la presente investigación constituye un estudio descriptivo de corte cualitativo, cuyo objeto es valorar si la ciudad de Los Algodones (LAL), Baja California, México, posee las condiciones de vocación turística que le permita desarrollarse como un destino estratégico en turismo de salud desde la perspectiva de elementos esenciales como la demanda, oferta, atractivo turístico, infraestructura y superestructura. -
**UPDATE** Lane Shift on Westbound Foothill Freeway I-210 for Pavement Rehabilitation Pasadena and La Cañada Flintridge – Be
FOR IMMEDIATE RELEASE **UPDATE** Lane Shift on Westbound Foothill Freeway I-210 For Pavement Rehabilitation Pasadena and La Cañada Flintridge – Beginning the week of August 21, the California Department of Transportation (Caltrans) will make temporary changes along westbound Foothill Freeway (I-210) from Lincoln Avenue to Foothill Boulevard. Construction crews will restripe and shift lanes towards the median. Both eastbound and westbound inner shoulders will be used as traffic lanes. The eastbound inner shoulder will become a temporary bypass lane for westbound traffic. A concrete barrier will separate the eastbound traffic and the westbound bypass lane for the safety of motorists. Two outer lanes on westbound I-210 will close as crews begin to replace the pavement along the freeway. The bypass lane allows all traffic lanes on westbound I-210 to remain open while work is underway, which will be in effect through spring 2018. The Foothill Freeway is a major thoroughfare, serving commuters between Los Angeles and San Bernardino counties. As a result of heavy use, the road needs to be replaced with new pavement. The temporary traffic lane shift and closures are part of a $148.5 million pavement rehabilitation project on I-210. Once the project is completed in 2018, the new surface will provide a smoother drive for motorists, reduce time required for maintenance, and minimize the need for further lane closures. Motorists are advised to “Be Work Zone Alert.” WHAT The California Department of Transportation (Caltrans) will close one lane of the eastbound Foothill Freeway (1-210) from Ocean View Boulevard to Lincoln Avenue as part of a pavement rehabilitation project. -
“Inside Was Not the Typical Sterile, Pristine, Class-A Office Space That
DENTAL INSURANCE “Like many people, we don’t carry dental insurance. So when my husband Mark’s unusual primary tooth, which had not fallen during his childhood, suddenly began to chip apart in his mouth at age 53, we were afraid we were in for a big headache.” By Emily Fagan #99408 The last time I had gotten a crown, some five years earlier, it had cost well over they go to, my wife found out this guy $1,000 (of which my insurer covered only half). It would also be a frustrating received the most references.” procedure for us as travelers because it would mean getting an impression for the I looked at the card skeptically, won- crown, being fitted with a temporary, waiting several weeks for the lab to fabricate dering how to get there, what happens a permanent crown and then returning for a second visit to have it installed. if things go wrong and why so many We were boondocking with the Escapees Boondockers Birds of a Feather group people were so emphatic that dentistry just outside Yuma, Arizona, at the time, and we began asking the seasoned full- in Mexico is topnotch. time RVers what they did about dental work on the road. Almost unanimously we were told: We go to Mexico! Feeling Daring The next day we decided to give it a try. hat? Going to Mexico for dental ent dentists south of the border began We drove to San Luis, Arizona, the U.S. Wwork sounded extremely risky. to trickle in. town that borders San Luis, Mexico, We have both had enough sub-par dental One friend had a stack of business and parked the car in a dusty parking work over the years in our own backyards cards for a dentist in nearby San Luis lot near the border crossing. -
Precast Concrete Highway Slabs Expedite Largest Project of This Type in North America on I‐ 210 in California
Barbara Bogo FOR IMMEDIATE RELEASE: Oldcastle Precast MARCH 2017 (888) 965‐3227 [email protected] Precast Concrete Highway Slabs Expedite Largest Project of this Type in North America on I‐ 210 in California PASADENA, Calif. (MARCH 2017) – Precast concrete highway pavement slabs are increasing in popularity for use in rapid highway construction. This is, in part, the result of many state departments of transportation recognizing the efficiency of the precast slab method and selecting it for use on an increasing number of state projects. The California Department of Transportation (Caltrans) has specified precast concrete pavement slabs for one of the largest projects of this type in North America, the Pavement and Slab Replacement Project on the Foothill Freeway (I‐ 210). This transportation project, approximately 12 miles north of Los Angeles, begins at the Dunsmore Avenue undercrossing in La Crescenta‐Montrose and extends to the North Los Robles Avenue overcrossing in Pasadena. Flatiron West of Chino Hills, California, has appointed Oldcastle Precast of Fontana, California to supply several thousand precast highway pavement slabs for this $148 million project. As a national precaster who has embraced this technology, Oldcastle Precast, a leading provider of engineered building product solutions for North American infrastructure projects, received the contract to manufacture 6,500 precast concrete pavement slabs. Each slab measures 12.5‐foot ‐wide by 11.33‐foot‐ long by 12‐inch‐thick, for the 9.7‐mile segment of I‐210, and will be used to replace sections, that have undergone erosion and deterioration due to years of exposure to heavy traffic. Site installation of the pavement slabs is occurring as an overnight process. -
Socioeconomic Assessment for the Tonto National Forest
4. Access and Travel Patterns This section examines historic and current factors affecting access patterns and transportation infrastructure within the four counties surrounding Tonto National Forest (TNF). The information gathered is intended to outline current and future trends in forest access as well as potential barriers to access encountered by various user groups. Primary sources of data on access and travel patterns for the state’s national forests include the Arizona Department of Transportation (ADOT), the Arizona Department of Commerce (ADOC), and the circulation elements of individual county comprehensive plans. Indicators used to assess access and travel patterns include existing road networks and planned improvements, trends in vehicle miles traveled (VMT) on major roadways, seasonal traffic flows, and county transportation planning priorities. Additional input on internal access issues has been sought directly from forest planning staff. Various sources of information for the area surrounding TNF cite the difficulty of transportation planning in the region given its vast geographic scale, population growth, pace of development, and constrained transportation funding. In an effort to respond effectively to such challenges, local and regional planning authorities stress the importance of linking transportation planning with preferred land uses. Data show that the area surrounding Tonto National Forest saw relatively large increases in VMT between 1990 and 2000, mirroring the region’s relatively strong population growth over the same period. Information gathered from the Arizona Department of Transportation (ADOT) and county comprehensive plans suggest that considerable improvements are currently scheduled for the region’s transportation network, particularly when compared to areas surrounding Arizona’s other national forests. -
Yuma Visitor Survey: Characteristics and Economic Impacts of Hotel Visitors
Yuma Visitor Survey: Characteristics and Economic Impacts of Hotel Visitors Ashley Kerna Dari Duval George Frisvold COLLEGE OF AGRICULTURE & LIFE SCIENCES Cooperative Extension Yuma Visitor Survey: Characteristics and Economic Impacts of Hotel Visitors Ashley Kerna, Dari Duval, and George Frisvold June 2016 COLLEGE OF AGRICULTURE & LIFE SCIENCES Cooperative Extension © 2016 The Department of Agricultural and Resource Economics, The University of Arizona. Any products, services or organizations that are mentioned, shown or indirectly implied in this publication do not imply endorsement by The University of Arizona. Issued in furtherance of Cooperative Extension work, acts of May 8 and June 30, 1914, in cooperation with the U.S. Department of Agriculture, Jeffrey C. Silvertooth, Associate Dean & Director, Extension & Economic Development, College of Agriculture Life Sciences, The University of Arizona. The University of Arizona is an equal opportunity, affirmative action institution. The University does not discriminate on the basis of race, color, religion, sex, national origin, age, disability, veteran status, or sexual orientation in its programs and activities. Table of Contents Acknowledgments 5 9 Discussion 29 Executive Summary 6 Appendix A: Research Methods 30 What is the issue? 6 Survey Methods 30 What did the study find? 6 Economic Impact Analysis Methods 30 How was the study conducted? 6 Appendix B: Survey Instrument 32 1 Introduction 9 Appendix C: Visitor Open-Ended Responses 36 2 Survey Response Rates 10 Do you plan to return to Yuma in the future? Why or 2.1 Response Rates by Participating Hotel 10 why not? 36 2.2 Response Rates by Month 10 Please let us know how your stay in Yuma could have been made better. -
UNIVERSITY of CALIFORNIA RIVERSIDE Medical Migration
UNIVERSITY OF CALIFORNIA RIVERSIDE Medical Migration: Strategies for Affordable Care in an Unaffordable System A Dissertation submitted in partial satisfaction of the requirements for the degree of Doctor of Philosophy in Anthropology by Jennifer Catherine Miller-Thayer December 2010 Dissertation Committee: Dr. Juliet McMullin, Co-Chairperson Dr. Carlos Velez-Ibanez, Co-Chairperson Dr. Thomas C. Patterson Dr. Christine Gailey Copyright by Jennifer Catherine Miller-Thayer 2010 The Dissertation of Jennifer Catherine Miller-Thayer is approved: Committee Co-Chairperson Committee Co-Chairperson University of California, Riverside AKNOWLEDGEMENTS I am grateful to UC-MEXUS, the Ernesto Galarza Applied Research Center (EGARC), the University of California, Riverside Humanities Grant, University of California, Riverside Anthropology Department and the Eugene Cota-Robles Fellowship for providing financial support through grants, fellowships and wages. I would like to thank Juliet McMullin, Carlos Velez-Ibanez, Thomas C. Patterson, Christine Gailey, Michael Kearney, Jim Bell, Joye Sage, Andrea Kaus, Martha Ponce, Kara Oswood, Professor Shea, Augustine J. Kposowa, Kathy Sorenson, Alison Lee, Darcy Wiewall, Alison and Ira Lipsky, Deanna Brewer, Carmen, Dr. Lopez, Dr. Mendez and Dra. Arreola, Dr. Quintero, Jorge Arrendondo, Dr. Valdez-Hernandez, Dr. Ceja, Loreen, Lisa, Joe, my husband Thomas Thayer Senior and our children, all of my family, and the Transnational Medical Consumers, community members, medical personnel and care providers in Los Algodones -
~ COP11 Performance of Recycled Asphalt G~ DOT/FAA/PM-86/12 -/ Program Engineering Concrete Airport Pavement /.(.L-~ and Maintenance Service Washington, D.C
;~ COP11 Performance of Recycled Asphalt g~ DOT/FAA/PM-86/12 -/ Program Engineering Concrete Airport Pavement /.(.l-~ and Maintenance Service Washington, D.C. 20591 Surfaces G. D. Cline M.C. Hironaka Naval Civil Engineering Laboratory Port Hueneme, CA 93043 Q 24 ~ ~~ ~""" r ~ 01'1• llJ. ... October t 986 Final Report This document is available to the public through the National Technical Information Service, Springfield, Virginia 22161 U.S. Department of Transportation Federal Aviation Administration -----------~--~~ NOTICE This document is disseminated under the sponsorship of the Department of Transportation in the interest of information exchange. The United States Government assumes no liability for its content or use thereof. Technical Report Documentation Page 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. DOT/FAA/PM-86/12 4. Title and Subtitle 5. Report Date PERFORMANCE OF RECYCLED ASPHALT CONCRETE October 1986 AIRPORT PAVEMENT SURFACES 6. Performing Organization Code NCEL (L53) !--:::----...,-,-----------------------------1~~--~~~----~~--~----~ 8. Performing Organization Report No. 7. Authorl s) Technical Note N-1765 Cline, G.D. and Hironaka, M.C. 9. Performing Organization Name and Address 10. Work Unit No. (TRAlS) Naval Civil Engineering Laboratory 53-048 Port Hueneme, California 93043-5003 11. Contract ar Grant Na. DTFA01-83-Y-30593 13. Type af Report and Period Covered ~~--------------------~--------------------------------~ 12. Sponsoring Agency Name and Address U.S. Department of Transportation Final Report Federal Aviation Administration Aug 1983 - May 1986 Program Engineering and Maintenance Service 14. Sponsoring Agency Code Washington, DC 20591 APM-740 15. Supplementary Notes 16. Abstract The objective of this research was to make an assessment of the relative performance of recycled versus new asphalt concrete pavement surfaces constructed for airport facilities. -
55-Hour Weekend Lane and Ramp Closures Scheduled for Pomona Freeway (Sr-60)
Alameda Corridor–East Project @LemonAveRamps 4900 Rivergrade Road, Ste. 120 Irwindale, CA 91706 (626) 962-9292 fax (626) 472-0094 www.theaceproject.org **CONSTRUCTION ALERT ** 55-HOUR WEEKEND LANE AND RAMP CLOSURES SCHEDULED FOR POMONA FREEWAY (SR-60) 10 605 55-Hour Lane Closure NOT TO SCALE 55-Hour Ramp Closure WHAT The Alameda Corridor-East Project (ACE), in cooperation with Caltrans, County of Los Angeles and the Cities of Industry and Diamond Bar, have scheduled a 55-hour weekend lane and ramp closures on portions of the Pomona Freeway (SR-60) between Fairway Drive and Brea Canyon Road as part of the SR-60 Lemon Avenue Interchange Project. WHAT TO EXPECT The closures are expected to begin at 10:00 p.m. on Friday and last continuously until 5:00 a.m. on Monday, when all lanes will reopen for the morning commute. Motorists should anticipate delays and are strongly advised to plan ahead and use alternate routes, including the San Bernardino Freeway (I-10) and Foothill Freeway (I-210) to avoid the area. There will NOT be a full freeway closure. WHEN Friday, April 6, 2018 at 10:00 p.m. - Monday, April 9, 2018 at 5:00 a.m. 2 lanes of eastbound SR-60 CLOSED between Fairway Dr. and Brea Canyon Rd. Eastbound on-ramp from northbound Fairway Dr. CLOSED. Eastbound Brea Canyon Rd. off-ramp CLOSED. Para información o preguntas, por favor llame al teléfono directo o visite el sitio web en: 如有疑問或需要索取工程最新資料,請致電輔助熱線或參閱工程網頁 For the most up-to-date information or questions, please call or visit: (888) ACE-1426 or www.theaceproject.org Thank you for your patience and cooperation...At ACE, it’s Safety First! Note: Construction is a dynamic process and information is subject to change without notice. -
Hazardous Materials Unit Leader
CITY OF RIDGECREST Emergency Operations Plan Prepared For: Dennis Speer City Manager – Director of Emergency Services 100 West California Ave Ridgecrest, California 93555 Kern County June 2013 This Page is Intentionally Left Blank. City of Ridgecrest Emergency Operations Plan Table of Contents Part 1 - Basic Plan Introduction 1 Concept of Operations 2 Continuity of Government 6 Preservation of Records 8 Standardized Emergency Management System 8 National Incident Management System 8 California Emergency Response levels 9 Emergency Management Organization 11 Hazard Analysis Summaries 12 Departmental Responsibilities 17 Standard Operational Procedures 21 General Emergency Management 26 Weapons of Mass Destruction Incident 27 Emergency Operational Laws and Authority 28 Part 2 – Emergency Operations Center –EOC Concept of Operations 31 Activation Policy 32 Levels of Activation 33 Emergency Communication System 34 Incident Action Plan 34 Emergency Declarations 36 After-Action Reports 44 EOC Functions and Responsibilities 45 Management Section 46 Operations Section 48 Planning Section 51 Logistics Section 53 Finance/Administration Section 55 Security and Sign-In 57 Briefings and Conferences 57 After Action Reports 58 Message Flow and Priorities 59 Response Information Management System (RIMS) 62 Table of Contents Part 3 – Emergency Response Personnel Checklists Management Section : Director of Emergency Services 63 Legal Advisor 67 Emergency Services Coordinator 69 Public Information Officer 71 Rumor Control Unit Leader 74 Liaison Officer 77 -
Federal Register/Vol. 65, No. 233/Monday, December 4, 2000
Federal Register / Vol. 65, No. 233 / Monday, December 4, 2000 / Notices 75771 2 departures. No more than one slot DEPARTMENT OF TRANSPORTATION In notice document 00±29918 exemption time may be selected in any appearing in the issue of Wednesday, hour. In this round each carrier may Federal Aviation Administration November 22, 2000, under select one slot exemption time in each SUPPLEMENTARY INFORMATION, in the first RTCA Future Flight Data Collection hour without regard to whether a slot is column, in the fifteenth line, the date Committee available in that hour. the FAA will approve or disapprove the application, in whole or part, no later d. In the second and third rounds, Pursuant to section 10(a)(2) of the than should read ``March 15, 2001''. only carriers providing service to small Federal Advisory Committee Act (Pub. hub and nonhub airports may L. 92±463, 5 U.S.C., Appendix 2), notice FOR FURTHER INFORMATION CONTACT: participate. Each carrier may select up is hereby given for the Future Flight Patrick Vaught, Program Manager, FAA/ to 2 slot exemption times, one arrival Data Collection Committee meeting to Airports District Office, 100 West Cross and one departure in each round. No be held January 11, 2000, starting at 9 Street, Suite B, Jackson, MS 39208± carrier may select more than 4 a.m. This meeting will be held at RTCA, 2307, 601±664±9885. exemption slot times in rounds 2 and 3. 1140 Connecticut Avenue, NW., Suite Issued in Jackson, Mississippi on 1020, Washington, DC, 20036. November 24, 2000. e. Beginning with the fourth round, The agenda will include: (1) Welcome all eligible carriers may participate. -
Rwy 5 Rnav (Gps)
HEMET, CALIFORNIA AL-6678 (FAA) 20254 Rwy Idg APP CRS 4315 TDZE 1513 RNAV (GPS) RWY 5 035° Apt Elev 1515 HEMET-RYAN (HMT) RNP APCH MISSED APPROACH: Climb to 2500 then climbing left turn to T 7900 direct SETER and hold, continue climb-in-hold to 7900. A AWOS-3PT MARCH APP CON UNICOM 118.375 133.5 306.975 123.0(CTAF)L UMIT 25 H N 2931 A S M SETER 2890 M 2704 167 12700 347 ° 4050 2569 ° 7 NM 2689 5188 5000 3876 4106 2238 3000 2673 00 0 5 SW-3, 07 OCT 2021 to 04 NOV 2182 1598 2574 2281 Final approach course offset 14.89°. (MAP) HUMIT (FAF) FOMIN 3343 OTEBE 2.6 NM to HUMIT HUMAN 3 3400 0 0 035° (2.4) 0 4652 3040 3000 ° 4000 2555 3666 035) (IF/IAF) (6 WESIN 5640 SW-3, 07 OCT 2021 to 04 NOV Procedure NA for arrivals at WESIN ELEV TDZE on V186 southeast bound. 1515 1513 23 2500 7900 22 WESIN SETER P P HUMAN U 3% 25 0. X OTEBE 4 FOMIN 2014 2.6 NM to 5 100 X 5500 HUMIT 2.1 NM to 035 4315 ° 3.02° HUMIT H 4000 TCH 40 HUMIT 3400 2520 Rwy 4-22 restricted for 6 NM 2.4 NM 2.7 NM 0.5 NM 2.1 0.5 glider operations. CATEGORY A B C D 1 1 2360-1 2360-14 2360-2 2 LNAV MDA NA 1 1 847 (900-1) 847 (900-14 ) 847 (900-2 2 ) 1 2360-1 2400-14 2600-3 CIRCLING NA 1 MIRL Rwy 5-23 L 845 (900-1) 885 (900-14 ) 1085 (1100-3) HEMET, CALIFORNIA HEMET-RYAN (HMT) Orig-D 10SEP20 33°44'N-117°01'W RNAV (GPS) RWY 5 M1 A ALTERNATE MINS A 21280 INSTRUMENT APPROACH PROCEDURE CHARTS A IFR ALTERNATE AIRPORT MINIMUMS Standard alternate minimums for non-precision approaches and approaches with vertical guidance [NDB, VOR, LOC, TACAN, LDA, SDF, VOR/DME, ASR, RNAV (GPS) or RNAV (RNP)] are 800-2.