INVENTORIED BRIDGE TYPES Suspension • Masonry Arch • Metal
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Community Profile November 2017
COMMUNITY PROFILE NOVEMBER 2017 Acknowledgements Coming soon..... Table of Contents 1. Introduction..............................................1 2. The People of the Alisal..........................7 3. Land Use and Housing.........................15 4. Community Character.........................25 5. Quality of Life........................................51 6. Health......................................................57 7. Economic Development.......................71 8. Infrastructure and Mobility.................81 This page was intentionally left blank. CHAPTER 1: INTRODUCTION chapter one INTRODUCTION ALISAL VIBRANCY PLAN: COMMUNITY PROFILE 1 The Alisal Vibrancy Plan Plan Overview City was drafting its Downtown Vibrancy Plan What We Want to and Economic Development Element in 2013. The Alisal community and the City of Salinas are Through relationship building and partnerships Achieve undertaking an exciting planning process. Since with residents, other community groups, City 2013, residents and community organizers have staff, and elected officials, City Council allocated • Create a road map to a healthy and advocated for a community-driven plan to ensure the initial funding for a plan for the Alisal. environmentally sustainable Salinas for all residents a bright future for East Salinas. Through the Plan, the Alisal community will generate their vision for a thriving, safe, and • Confirm the community’s vision for the The Alisal is an eastern neighborhood in the future City of Salinas, generally bounded by Highway sustainable future, and strategies for getting 101 to the southwest, Madeira Avenue and St there. • Commit additional resources in areas of historic disinvestment that are in alignment Augustine Drive to the northwest, E Alisal Street Community participation and empowerment to the southeast, and Freedom Parkway to the with the community’s goals to ensure social are critical to ensure the Plan is responsive to equity northeast. -
Case Study Skyway Mont Blanc, Courmayeur (IT)
Skyway Mont Blanc Case study Skyway Mont Blanc, Courmayeur (IT) Client: Funivie Monte Bianco AG, Courmayeur (IT) Architect: STUDIO PROGETTI Architect Carlo Cillara Rossi, Genua (IT) General contractor: Doppelmayr Italia GmbH, Lana Project completion: 2015 Products: FalZinc®, foldable Aluminium with a pre-weathered zinc surface Skyway Mont Blanc Mont Blanc, or ‘Monte Bianco’ in Italian, is situated between France and Italy and stands proud within The Graian Alps mountain range. Truly captivating, this majestic ‘White Mountain’ reaches 4,810 metres in height making it the highest peak in Europe. Mont Blanc has been casting a spell over people for hundreds of years with the first courageous mountaineers attempting to climb and conquer her as early as 1740. Today, cable cars can take you almost all of the way to the summit and Skyway Mont Blanc provides the latest and most innovative means of transport. Located above the village of Courmayeur in the independent region of Valle d‘Aosta in the Italian Alps Skyway Mont Blanc is as equally futuristic looking as the name suggests. Stunning architectural design combined with the unique flexibility and understated elegance of the application of FalZinc® foldable aluminium from Kalzip® harmonises and brings this design to reality. Fassade und Dach harmonieren in Aluminium Projekt der Superlative commences at the Pontal d‘Entrèves valley Skyway Mont Blanc was officially opened mid- station at 1,300 metres above sea level. From cabins have panoramic glazing and rotate 2015, after taking some five years to construct. here visitors are further transported up to 360° degrees whilst travelling and with a The project was developed, designed and 2,200 metres to the second station, Mont speed of 9 metres per second the cable car constructed by South Tyrolean company Fréty Pavilion, and then again to reach, to the journey takes just 19 minutes from start to Doppelmayr Italia GmbH and is operated highest station of Punta Helbronner at 3,500 finish. -
1 K P and Company 2 Dignity Enterprises Private Limited 3 Dorupo Financial Services Private Limited 4 Ram Bonde & Co 5 Argus
Active list of Outsourcing Vendors as on 30 June 2021: S NO. NAME OF VENDOR 1 K P AND COMPANY 2 DIGNITY ENTERPRISES PRIVATE LIMITED 3 DORUPO FINANCIAL SERVICES PRIVATE LIMITED 4 RAM BONDE & CO 5 ARGUS INC 6 VEGA CORPORATE SERVICES PVT LTD 7 EAGLE EYE ASSOCIATES 8 V D DADINATH & ASSOCIATES 9 AKEBONO CREDIT SERVICES PRIVATE LIMITED 10 N S ADVISORY SERVICES PRIVATE LIMITED 11 LOGIC ENTERPRISES 12 ALPHA RISK CONTROL SERVICES 13 HI - TEK SYNDICATE 14 KATIYAL AND ASSOCIATES 15 DEEPAK BATRA AND ASSOCIATES 16 COGENT 17 COMPETENT SYNERGIES PRIVATE LIMITED 18 CROSS CHECK ASSOCIATES - AAKFC1867B 19 MAHESHWARI MANTRY AND CO 20 FINMARC CORPORATE SOLUTION 21 NORTHERN CREDIT AND COLLECTION BUSI 22 3G FIELD BASE MANAGEMENT 23 GKC MANAGEMENT SERVICES PRIVATE LIMITED 24 HIRANANDANI AND ASSOCIATES 25 MANOJ KUMAR ROUT 26 KAPIL KAJLA ASSOCIATES 27 MAYAS CORPORATE MANAGEMENT 28 GLOBAL RISK MANAGEMENT SERVICES 29 SYMBIOSIS ENTERPRISE 30 RATNADEEP SETHI AND ASSOCIATES 31 JRSCA CONSULTING AND ADVISORY PRIVA 32 GOPALAIYER AND SUBRAMANIAN 33 CREDIT ALLIANCE SERVICES PRIVATE LIMITED 34 LANDMARK CREDIT 35 SUNNY JOSEPH AND ASSOCIATES 36 WRANGLER ENTERPRISE - GAXPS0212K 37 J MITTAL AND ASSOCIATES 38 AGARWAL PODDAR AND ASSOCIATES 39 ARTHOR SERVICES PRIVATE LIMITED 40 AKR AND ASSOCIATES 41 SARVOTTAM CONSULTANT 42 NEERAJ MEHAN AND ASSOCIATES 43 SHAILENDRA AGARWAL 44 PERFECT INVESTIGATION 45 CHHAJED ENTERPRISES PRIVATE LIMITED 46 S MALHOTRA & CO PRIVATE LIMITED 47 INDEPTH SCREENING SOLUTIONS 48 PRECISE SERVICES 49 AIRAN AND COMPANY 50 MOHIT BAID AND ASSOCIATES 51 RAJESH -
Bridges and Applications Bridges and Applications Bridges and Applications Arch Bridges
10/23/2014 Bridges and Applications Bridges and Applications • Bridges are used to span across distances that are difficult to otherwise pass through. • Rivers • Deep gorges • Other roadways Bridges and Applications Arch Bridges • There are four basic types of bridges – Arch – Beam – Suspension – Cable‐stayed • Each type has different design and is therefore better suited to different applications 1 10/23/2014 Arch Bridges Arch Bridges • Instead of pushing straight down, the weight of an arch bridge is carried outward along the curve of the arch to the supports at each end. Abutments, carry • These supports, called the abutments, carry the load the load and keep the ends of the bridge from spreading outward. and keep the ends of the bridge from spreading outward Arch Bridges Arch Bridges • When supporting its own weight and the • Today, materials like steel and pre‐stressed weight of crossing traffic, every part of the concrete have made it possible to build longer arch is under compression. and more elegant arches. • For this reason, arch bridges must be made of materials that are strong under compression. New River Gorge, – Rock West Virginia. – Concrete 2 10/23/2014 Arch Bridges Arch Bridges • Usually arch bridges employ vertical supports • Typically, arch bridges span between 200 and called spandrels to distribute the weight of 800 feet. the roadway to the arch below. Arch Bridges One of the most revolutionary arch bridges in recent years is the Natchez Trace Parkway Bridge in Franklin, Tennessee, which was opened to traffic in 1994. It's the first American arch bridge to be constructed from segments of precast concrete, a highly economical material. -
Human Suspension Bridge.Pdf
Grades 60 minutes 3–5, 6–8 Human Suspension Bridge Create a bridge with your body. Instructions Materials Students create a suspension bridge with their bodies and PER CLASS: experience the forces that make a suspension bridge work. Two pieces of sturdy, wide rope, each 10–12 feet 1 Introduce the activity by showing different examples of Photographs of various suspension bridges suspension bridges, if available. (optional) 2 Next, demonstrate the force of tension. Let students know they will be making contact via their arms and get whatever consent is needed. Ask students to pair up and stand facing their partner. Have each team member grasp the other’s forearms. Both students lean back. Their arms should stretch out between them. Go around to several pairs and lean gently on top of their arms to test their structure. Explain that when you lean on them you are pushing down and causing their arms to stretch, or be put into tension. Find more activities at: www.DiscoverE.org 3 Now demonstrate the force of compression: Have partners press the palms of their hands together and lean toward one another, making an arch with their bodies. Go around to each pair and push on top of the arch. Explain that when you push down you cause them to push together, or to be put into compression. 4 To build the human bridge, select 16 students. Arrange students like so: • Two pairs of taller students—the “towers”—stand across from each other and hold the ropes (the cable) on their shoulders. • Four students act as anchors. -
Simple Innovative Comparison of Costs Between Tied-Arch Bridge and Cable-Stayed Bridge
MATEC Web of Conferences 258, 02015 (2019) https://doi.org/10.1051/matecconf/20192 5802015 SCESCM 20 18 Simple innovative comparison of costs between tied-arch bridge and cable-stayed bridge Järvenpää Esko1,*, Quach Thanh Tung2 1WSP Finland, Oulu, Finland 2WSP Finland, Ho Chi Minh, Vietnam Abstract. The proposed paper compares tied-arch bridge alternatives and cable-stayed bridge alternatives based on needed load-bearing construction material amounts in the superstructure. The comparisons are prepared between four tied arch bridge solutions and four cable-stayed bridge solutions of the same span lengths. The sum of the span lengths is 300 m. The rise of arch as well as the height of pylon and cable arrangements follow optimal dimensions. The theoretic optimum rise of tied-arch for minimum material amount is higher than traditionally used for aesthetic reason. The optimum rise for minimum material amount parabolic arch is shown in the paper. The mathematical solution uses axial force index method presented in the paper. For the tied-arches the span-rise-ration of 3 is used. The hangers of the tied-arches are vertical-The tied-arches are calculated by numeric iteration method in order to get moment-less arch. The arches are designed as constant stress arch. The area and the weight of the cross section follow the compression force in the arch. In addition the self-weight of the suspender cables are included in the calculation. The influence of traffic loads are calculated by using a separate FEM program. It is concluded that tied-arch is a competitive alternative to cable-stayed bridge especially when asymmetric bridge spans are considered. -
Visit Ohio's Historic Bridges
SPECIAL ADVERTISING SECTION Visit Ohio’s Historic Bridges Historic and unique bridges have a way of sticking in our collective memories. Many of us remember the bridge we crossed walking to school, a landmark on the way to visit relatives, the gateway out of town or a welcoming indication that you are back in familiar territory. The Ohio Department of Transportation, in collaboration with the Ohio Historic Bridge Association, Ohio History Connection’s State Historic Preservation Office, TourismOhio and historicbridges.org, has assembled a list of stunning bridges across the state that are well worth a journey. Ohio has over 500 National Register-listed and historic bridges, including over 150 wooden covered bridges. The following map features iron, steel and concrete struc- tures, and even a stone bridge built when canals were still helping to grow Ohio’s economy. Some were built for transporting grain to market. Other bridges were specifically designed to blend into the scenic landscape of a state or municipal park. Many of these featured bridges are Ohio Historic Bridge Award recipients. The annual award is given to bridge owners and engineers that rehabilitate, preserve or reuse historic structures. The awards are sponsored by the Federal Highway Administration, ODOT and Ohio History Connection’s State Historic Preservation Office. Anthony Wayne Bridge - Toledo, OH Ohio Department of Transportation SPECIAL ADVERTISING SECTION 2 17 18 SOUTHEAST REGION in eastern Ohio, Columbiana County has Metropark’s Huntington Reservation on the community. A project that will rehabilitate several rehabilitated 1880’s through truss shore of Lake Erie along US 6/Park Drive. -
Arched Bridges Lily Beyer University of New Hampshire - Main Campus
University of New Hampshire University of New Hampshire Scholars' Repository Honors Theses and Capstones Student Scholarship Spring 2012 Arched Bridges Lily Beyer University of New Hampshire - Main Campus Follow this and additional works at: https://scholars.unh.edu/honors Part of the Civil and Environmental Engineering Commons Recommended Citation Beyer, Lily, "Arched Bridges" (2012). Honors Theses and Capstones. 33. https://scholars.unh.edu/honors/33 This Senior Honors Thesis is brought to you for free and open access by the Student Scholarship at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in Honors Theses and Capstones by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. UNIVERSITY OF NEW HAMPSHIRE CIVIL ENGINEERING Arched Bridges History and Analysis Lily Beyer 5/4/2012 An exploration of arched bridges design, construction, and analysis through history; with a case study of the Chesterfield Brattleboro Bridge. UNH Civil Engineering Arched Bridges Lily Beyer Contents Contents ..................................................................................................................................... i List of Figures ........................................................................................................................... ii Introduction ............................................................................................................................... 1 Chapter I: History -
Steel Bridge Design Handbook Vol. 13
U.S. Department of Transportation Federal Highway Administration Steel Bridge Design Handbook Bracing System Design Publication No. FHWA-HIF-16-002 - Vol. 13 December 2015 FOREWORD This handbook covers a full range of topics and design examples intended to provide bridge engineers with the information needed to make knowledgeable decisions regarding the selection, design, fabrication, and construction of steel bridges. Upon completion of the latest update, the handbook is based on the Seventh Edition of the AASHTO LRFD Bridge Design Specifications. The hard and competent work of the National Steel Bridge Alliance (NSBA) and prime consultant, HDR, Inc., and their sub-consultants, in producing and maintaining this handbook is gratefully acknowledged. The topics and design examples of the handbook are published separately for ease of use, and available for free download at the NSBA and FHWA websites: http://www.steelbridges.org, and http://www.fhwa.dot.gov/bridge, respectively. The contributions and constructive review comments received during the preparation of the handbook from many bridge engineering processionals across the country are very much appreciated. In particular, I would like to recognize the contributions of Bryan Kulesza with ArcelorMittal, Jeff Carlson with NSBA, Shane Beabes with AECOM, Rob Connor with Purdue University, Ryan Wisch with DeLong’s, Inc., Bob Cisneros with High Steel Structures, Inc., Mike Culmo with CME Associates, Inc., Mike Grubb with M.A. Grubb & Associates, LLC, Don White with Georgia Institute of Technology, Jamie Farris with Texas Department of Transportation, and Bill McEleney with NSBA. Joseph L. Hartmann, PhD, P.E. Director, Office of Bridges and Structures Notice This document is disseminated under the sponsorship of the U.S. -
Steel Bridge Design Handbook
U.S. Department of Transportation Federal Highway Administration Steel Bridge Design Handbook Design Example 4: Three-Span Continuous Straight Composite Steel Tub Girder Bridge Publication No. FHWA-HIF-16-002 - Vol. 24 December 2015 FOREWORD This handbook covers a full range of topics and design examples intended to provide bridge engineers with the information needed to make knowledgeable decisions regarding the selection, design, fabrication, and construction of steel bridges. Upon completion of the latest update, the handbook is based on the Seventh Edition of the AASHTO LRFD Bridge Design Specifications. The hard and competent work of the National Steel Bridge Alliance (NSBA) and prime consultant, HDR, Inc., and their sub-consultants, in producing and maintaining this handbook is gratefully acknowledged. The topics and design examples of the handbook are published separately for ease of use, and available for free download at the NSBA and FHWA websites: http://www.steelbridges.org, and http://www.fhwa.dot.gov/bridge, respectively. The contributions and constructive review comments received during the preparation of the handbook from many bridge engineering processionals across the country are very much appreciated. In particular, I would like to recognize the contributions of Bryan Kulesza with ArcelorMittal, Jeff Carlson with NSBA, Shane Beabes with AECOM, Rob Connor with Purdue University, Ryan Wisch with DeLong’s, Inc., Bob Cisneros with High Steel Structures, Inc., Mike Culmo with CME Associates, Inc., Mike Grubb with M.A. Grubb & Associates, LLC, Don White with Georgia Institute of Technology, Jamie Farris with Texas Department of Transportation, and Bill McEleney with NSBA. Joseph L. Hartmann, PhD, P.E. -
Skyway-West Hill Action Plan SWAP
Attachment J January 22, 2016 The Skyway-West Hill neighborhood and community business center will grow into a vibrant, walkable, ethnically diverse and civically engaged community that involves the collective voice, wisdom and expertise of its resident and business owners in ongoing civic decision-making. Table of Contents I. Executive Summary ...................................................................................................................................... 7 II. Purpose, Vision and Planning Principles .................................................................................................... 12 Plan Purpose ............................................................................................................................................... 12 How We Got to the SWAP ........................................................................................................................... 12 Vision ........................................................................................................................................................... 13 Guiding Principles of the SWAP ................................................................................................................... 13 Planning Process in King County Government ............................................................................................ 14 King County Capital Facilities Planning........................................................................................................ 16 III. Community Profile -
Arizona Historic Bridge Inventory | Pages 164-191
NPS Form 10-900-a OMB Approval No. 1024-0018 (8-86) United States Department of the Interior National Park Service National Register of Historic Places Continuation Sheet section number G, H page 156 V E H I C U L A R B R I D G E S I N A R I Z O N A Geographic Data: State of Arizona Summary of Identification and Evaluation Methods The Arizona Historic Bridge Inventory, which forms the basis for this Multiple Property Documentation Form [MPDF], is a sequel to an earlier study completed in 1987. The original study employed 1945 as a cut-off date. This study inventories and evaluates all of the pre-1964 vehicular bridges and grade separations currently maintained in ADOT’s Structure Inventory and Appraisal [SI&A] listing. It includes all structures of all struc- tural types in current use on the state, county and city road systems. Additionally it includes bridges on selected federal lands (e.g., National Forests, Davis-Monthan Air Force Base) that have been included in the SI&A list. Generally not included are railroad bridges other than highway underpasses; structures maintained by federal agencies (e.g., National Park Service) other than those included in the SI&A; structures in private ownership; and structures that have been dismantled or permanently closed to vehicular traffic. There are exceptions to this, however, and several abandoned and/or privately owned structures of particular impor- tance have been included at the discretion of the consultant. The bridges included in this Inventory have not been evaluated as parts of larger road structures or historic highway districts, although they are clearly integral parts of larger highway resources.