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Hidden Bridge Defect Investigation and Monitoring
Hidden bridge defect investigation and monitoring A definitive approach to managing hidden defects in bridges A part of James Fisher and Sons plc \ Hidden bridge defect investigation and monitoring Experts in hidden defect management The detection and management of hidden defects in bridges has BridgeWatch® – Setting the standard in structural health monitoring BridgeWatch® uses a highly sophisticated range of sensors, data acquisition equipment and Strainstall’s SAMTM software to provide become an area of increased focus across the infrastructure sector, constant, real-time monitoring in an integrated manner. following a number of high profile structural failures. The hardware system comprises: • A modular network of data acquisition units (DAUs) • Fully integrated systems including GPS, corrosion and weigh-in-motion Strainstall and Testconsult – Experts in hidden defect management • Sensors including; strain gauges, accelerometers, temperature, tilt and displacement transducers • Other data inputs, including inspector records New technologies and techniques make it possible to address Our BridgeWatch® system, based on our Smart Asset The sensors are distributed across areas of interest, resulting in an adaptive system that can be applied to any structure at any point in its defects, significantly increasing safety and increasing the Management (SAM)TM software, is one of the most advanced life cycle for one-off testing or continuous monitoring. lifespan of the asset. monitoring, analysis and data management systems available. TM It provides a comprehensive monitoring solution for a wide With the sophisticated SAM data analytics system, users can run multiple analysis routines, produce reports and generate health CIRIA, in conjunction with Strainstall and other industry range of structures, yielding data-rich insights into the indices for risk-based maintenance planning. -
Union Depot Tower Interlocking Plant
Union Depot Tower Union Depot Tower (U.D. Tower) was completed in 1914 as part of a municipal project to improve rail transportation through Joliet, which included track elevation of all four railroad lines that went through downtown Joliet and the construction of a new passenger station to consolidate the four existing passenger stations into one. A result of this overall project was the above-grade intersection of 4 north-south lines with 4 east-west lines. The crossing of these rail lines required sixteen track diamonds. A diamond is a fixed intersection between two tracks. The purpose of UD Tower was to ensure and coordinate the safe and timely movement of trains through this critical intersection of east-west and north-south rail travel. UD Tower housed the mechanisms for controlling the various rail switches at the intersection, also known as an interlocking plant. Interlocking Plant Interlocking plants consisted of the signaling appliances and tracks at the intersections of major rail lines that required a method of control to prevent collisions and provide for the efficient movement of trains. Most interlocking plants had elevated structures that housed mechanisms for controlling the various rail switches at the intersection. Union Depot Tower is such an elevated structure. Source: Museum of the American Railroad Frisco Texas CSX Train 1513 moves east through the interlocking. July 25, 1997. Photo courtesy of Tim Frey Ownership of Union Depot Tower Upon the completion of Union Depot Tower in 1914, U.D. Tower was owned and operated by the four rail companies with lines that came through downtown Joliet. -
Drawbridge Committee Notes from December 2, 2005 1 of 1
Lagoon Pond Drawbridge Committee Notes from Decemer 2, 2005 Present: Melinda Loberg and Mark London (Lagoon Pond Committee) and Steve McLaughlin (MassHighway) Location: MassHighway Offices, Boston Existing Bridge - As District 5 indicated, the Bridge Section is reviewing the Lichtenstein report so they can determine which preventative repairs are warranted, if any. Temporary Bridge - They are still awaiting the Coast Guard permit as well as the third, and hopefully final, review of the 100% design plans by the bridge and highway sections. He expects to advertise for construction in January or February, assuming the permit and approvals are forthcoming. - If it were advertised, say, on February 15, they would open bids about April 1, would award the contract about June 1, and would probably start construction in mid-June. - The completion date for the bridge is very dependent upon the ability to award the contract per the time-line above. Any delay could cause construction to be delayed up to one year. With the construction start in mid-June, the completion could take between one year and 18 months depending upon whether we get an accelerated schedule approved. - The cost estimate is now $6,026,130 not including the cost of securing the right of way from the owners of the house, but including about 10% for demolition of the existing bridge. Most of this will be for construction of foundations, transportation of materials, and labor. - The temporary bridge will likely be mostly or all newly built. MassHighway will own the structure and can reuse it elsewhere. - They believe that the present proposal for bikes and pedestrians are safe. -
Commercial and Industrial Historic Resources Survey, July 2018
BLOOMINGTON ILLINOIS: COMMERCIAL AND INDUSTRIAL HISTORIC RESOURCES SURVEY, JULY 2018 Prepared for the City of Bloomington, Department of Planning, by: Jean L. Guarino, Ph.D. Architectural Historian 844 Home Ave., Oak Park, IL 60304 [email protected] Draft Submitted July 2, 2018 1 JEAN GUARINO PH.D., ARCHITECTURAL HISTORIAN | OAK PARK, ILLINOIS | 708.386.1142 | [email protected] BLOOMINGTON ILLINOIS: COMMERCIAL AND INDUSTRIAL HISTORIC RESOURCES SURVEY, JULY 2018 Overview map showing locations of resources along Bloomington’s railroad lines. 2 JEAN GUARINO PH.D., ARCHITECTURAL HISTORIAN | OAK PARK, ILLINOIS | 708.386.1142 | [email protected] BLOOMINGTON ILLINOIS: COMMERCIAL AND INDUSTRIAL HISTORIC RESOURCES SURVEY, JULY 2018 TABLE OF CONTENTS SECTION 1: PROJECT BACKGROUND SECTION 2: SURVEY METHODOLOGY A. Selection of Resources B. Research Methodology C. Data Gaps SECTION 3: HISTORICAL CONTEXT ESSAYS A. Overview History of Bloomington B. Nineteenth Century Industrial Development and Land Use C. Industrial Development: 1900 to 1950 D. Post-1950 Industrial Development and Land Use SECTION 4: LANDMARK CRITERIA A. National Register Criteria B. City of Bloomington Criteria SECTION 5: RECOMMENDATIONS A. Multiple Property Submission B. Potential Local Landmark Districts C. Potential Individual Landmarks SECTION 6: TABULATION OF RESULTS SECTION 7: MAPS SECTION 8: BIBLIOGRAPHY SECTION 9: SURVEY DATA FORMS 3 JEAN GUARINO PH.D., ARCHITECTURAL HISTORIAN | OAK PARK, ILLINOIS | 708.386.1142 | [email protected] BLOOMINGTON ILLINOIS: COMMERCIAL AND INDUSTRIAL HISTORIC RESOURCES SURVEY, JULY 2018 SECTION 1: PROJECT BACKGROUND Bloomington is located in the center of Illinois, midway between Chicago and St. Louis. It is the county seat of McLean County, which historically was one of the most productive agricultural counties in the United States. -
And Bridge Overloads
FINAL REPORT Development of Risk Models for Florida's Bridge Management System (Reuters) Contract No. BDK83 977-11 John O. Sobanjo Florida State University Department of Civil and Environmental Engineering 2525 Pottsdamer St. Tallahassee, FL 32310 Paul D. Thompson Consultant 17035 NE 28th Place Bellevue, WA 98008 Prepared for: State Maintenance Office Florida Department of Transportation Tallahassee, FL 32309 June 2013 Final Report ii Disclaimer The opinions, findings, and conclusions expressed in this publication are those of the authors and not necessarily those of the Florida Department of Transportation (FDOT), the U.S. Department of Transportation (USDOT), or Federal Highway Administration (FHWA). Final Report iii SI* (MODERN METRIC) CONVERSION FACTORS APPROXIMATE CONVERSIONS TO SI UNITS SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL LENGTH in Inches 25.4 millimeters mm ft Feet 0.305 meters m yd Yards 0.914 meters m mi Miles 1.61 kilometers km SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL AREA in2 Square inches 645.2 square millimeters mm2 ft2 Square feet 0.093 square meters m2 yd2 square yard 0.836 square meters m2 ac acres 0.405 hectares ha mi2 square miles 2.59 square kilometers km2 SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL VOLUME fl oz fluid ounces 29.57 milliliters mL gal gallons 3.785 liters L ft3 cubic feet 0.028 cubic meters m3 yd3 cubic yards 0.765 cubic meters m3 NOTE: volumes greater than 1000 L shall be shown in m3 SYMBOL WHEN YOU KNOW MULTIPLY BY TO FIND SYMBOL MASS oz ounces 28.35 grams g lb pounds 0.454 kilograms -
Development of User Cost Model for Movable Bridge Openings in Florida Bernard Buxton-Tetteh
Florida State University Libraries Electronic Theses, Treatises and Dissertations The Graduate School 2004 Development of User Cost Model for Movable Bridge Openings in Florida Bernard Buxton-Tetteh Follow this and additional works at the FSU Digital Library. For more information, please contact [email protected] THE FLORIDA STATE UNIVERSITY COLLEGE OF ENGINEERING DEVELOPMENT OF USER COST MODEL FOR MOVABLE BRIDGE OPENINGS IN FLORIDA By BERNARD BUXTON-TETTEH A Thesis submitted to the Department of Civil Engineering in partial fulfillment of the requirements for the degree of Master of Science Degree Awarded: Spring Semester, 2004 The members of the Committee approve the thesis of Bernard Buxton-Tetteh defended on March 26, 2004. _______________________________________ John O. Sobanjo Professor Directing Thesis _______________________________________ Renatus N. Mussa Committee Member ________________________________________ Lisa Spainhour Committee Member Approved: ___________________________________________________ Jerry Wekezer, Chair, Department of Civil Engineering The office of Graduate Studies has verified and approved the above-named committee members. ii ACKNOWLEDGEMENTS Thanks to God who provided me with strength and wisdom and by whose grace I have come this far in my educational career. I would like to thank Dr. John O. Sobanjo for his advice, instruction, and support and for giving me the privilege to work him in the pursuance of my Master’s degree. I would also like to thank Dr. Renatus Mussa and Dr. Lisa K. Spainhour for serving on my committee and for their guidance in the preparation of this report. I would like to thank my mother, Madam Victoria for her prayers and my brother Michael who has been a source of inspiration throughout my educational career. -
Of Note for the Records
VOL. 8, NO. 12 / VOL. 9 NO. 1 — DECEMBER 2015 / JANUARY 2016 OF NOTE Double PastPorts issue for the holidays This edition of PastPorts is a double issue covering Decem- ber and January. The next issue will appear in February 2016. Until then, we thank all of our loyal PastPorts readers and the many researchers who have visited the library over the past year. We wish you and yours a joyous holiday season and all the best for the New Year. Library holiday schedule Christmas Eve, Thursday, Dec. 24: closed Christmas Day, Friday, Dec. 25: closed New Year’s Eve, Thursday, Dec. 31: close at 5:00 p.m. New Year’s Day, Friday, Jan. 1: closed Martin Luther King, Jr. Day, Monday, Jan. 18: closed FOR THE RECORDS A History of St. Louis Railroads, 1847–2015 Among the social forces of the modern world the railroad holds unquestionably the first place. There is not a single occupation or interest which it has not radically affected. Agriculture, manufacturers, commerce, city and country life, banking, finance, law, and even government itself, have all felt its influence.—Edward Howard, “A Railroad Study” in Harper’s New Monthly Magazine, Sept. 1877 Figure 1 | Alton was considered the most promising river access point for railroads in the 1850s and led to the estab- All Eyes on the Mississippi lishment of the Chicago & Alton Railroad. The railroad has become the backbone of North America, the and upkeep of the network has sustained the United States primary means of transportation of goods and commodities, during the 20th and into the 21st century. -
Numerical Modelling and Dynamic Response Analysis of Curved Floating Bridges with a Small Rise-Span Ratio
Journal of Marine Science and Engineering Article Numerical Modelling and Dynamic Response Analysis of Curved Floating Bridges with a Small Rise-Span Ratio Ling Wan 1,2,3, Dongqi Jiang 4,* and Jian Dai 5 1 The State Key Laboratory of Hydraulic Engineering Simulation and Safety, School of Civil Engineering, Tianjin University, Tianjin 300072, China 2 Faculty of Science Agriculture and Engineering, Newcastle University, Singapore 599493, Singapore; [email protected] 3 Newcastle Research & Innovation Institute Pte Ltd. (NewRIIS), Singapore 609607, Singapore 4 Department of Civil Engineering, School of Science, Nanjing University of Science and Technology, Nanjing 210094, China 5 Department of Marine Technology, Norwegian University of Science and Technology, 7491 Trondheim, Norway; [email protected] * Correspondence: [email protected] Received: 9 May 2020; Accepted: 17 June 2020; Published: 24 June 2020 Abstract: As a potential option for transportation applications in coastal areas, curved floating bridges with a same small specified rise to span ratio of 0.134, supported by multiple pontoons, are investigated in this paper. Two conceptual curved bridges are proposed following a circular arc shape with different span lengths (500 and 1000 m). Both bridges are end-connected to the shoreline without any underwater mooring system, while the end-connections can be either all six degrees of freedom (D.O.F) fixed or two rotational D.O.F released. Eigen value analysis is carried out to identify the modal parameters of the floating bridge system. Static and dynamic analysis under extreme environmental conditions are performed to study the pontoon motions as well as structural responses of the bridge deck. -
Madison County January 8, 2016 Mitchell Lenox Tower Reconfiguration (UPPR MP 270) High-Speed Rail – Chicago to St
2300 South Dirksen Parkway / Springfield, Illinois / 62764 Madison County January 8, 2016 Mitchell Lenox Tower Reconfiguration (UPPR MP 270) High-Speed Rail – Chicago to St. Louis IDOT Sequence #18436 Federal - Section 106 Project ADVERSE EFFECT – PROPOSED MITIGATION Dr. Rachel Leibowitz Deputy State Historic Preservation Officer Illinois Historic Preservation Agency Springfield, Illinois 62701 Dear Dr. Leibowitz: In coordination with the Federal Railroad Administration (FRA), the Illinois Department of Transportation (IDOT) proposes to replace the Lenox Tower located at the junction of Union Pacific (UPRR) rail lines in Mitchell, Illinois. The existing tower and its associated switching equipment are obsolete. For the High- Speed Rail (HSR) program, the tower must be replaced with modern equipment. This action will cause an Adverse Effect to the Lenox Tower, a resource determined eligible for the National Register of Historic Places. This Adverse Effect finding is documented in the attached concurrence letter dated August 12, 2014. The attached draft document outlines proposed mitigation measures, which include Historic American Building Survey recordation and marketing of tower components prior to the removal of the tower. On behalf of the FRA and in accordance with the HSR Programmatic Agreement, ratified January 24, 2014, we request your review of the proposed mitigation measures. Please provide comments within 30 days. If you have no comments, then we request the concurrence of the State Historic Preservation Officer regarding the proposed mitigation measures. Sincerely, Brad H. Koldehoff, RPA Cultural Resources Unit Bureau of Design & Environment Cc: Andrea Martin (FRA), Chris Wilson (ACHP), and concurring parties DRAFT Section 106/Section 4(f) Documentation of Adverse Effect for Lenox Tower Chicago to St. -
Surviving Illinois Railroad Stations
Surviving Illinois Railroad Stations Addison: The passenger depot originally built by the Illinois Central Railroad here still stands. Alden: The passenger depot originally built by the Chicago & North Western Railway here still stands, abandoned. Aledo: The passenger depot originally built by the Chicago, Burlington & Quincy Railroad here still stands, used as a community center. Alton: The passenger depot originally built by the Chicago & Alton Railroad here still stands, used as an Amtrak stop. Amboy: The passenger/office and freight stations originally built by the IC here still stand. Arcola: The passenger station originally built by the Illinois Central Railroad here still stands. Arlington Heights: The passenger depot originally built by the C&NW here still stands, used as a Metra stop. Ashkum: The passenger depot originally built by the Illinois Central Railroad here still stands. Avon: The passenger depot originally built by the Chicago, Burlington & Quincy Railroad here still stands, used as a museum. Barrington: Two passenger depots originally built by the C&NW here still stand, one used as a restaurant the other as a Metra stop. Bartlett: The passenger depot originally built by the Milwaukee Road here still stands, used as a Metra stop. Batavia: The passenger depot originally built by the Chicago, Burlington & Quincy Railroad here still stands, used as a museum. Beardstown: The passenger depot originally built by the CB&Q remains, currently used as MOW building by the BNSF Railway. Beecher: The passenger depot originally built by the Chicago & Eastern Illinois Railroad here still stands. Bellville: The passenger and freight depots originally built by the IC here still stand, both used as businesses. -
Historic Bridges in South Dakota, 1893-1943
NEB Ram 10-900-b * QB ND. 1024-0018 (Jan. 1987) UNITED STATES DEPARTMENT OF THE INTERIOR I National Park Service NATIONAL REGISTER OF HISTORIC PLACES QC I & 0 133 MULTIPLE PROPERTY DOCUMENTATION FORM N&T1GH&L j This farm is fear use in documenting rtultiple property groups relating to cne or several historic ccnbexts. Se4 instrtcticns in Guidelines for OQndetinq Naticnal Register Etarrns (National Ragister Bulletin 161. CtrrpiLete each iten by marking "x" in the appccptriate box or hy entering the regjested infcaitHbkn. Rar additional space use cxxtiinuaticn sheets (Ram lO-900-a). Type all entries. A. Name of Multiple Property Listing___________________________________ Historic Bridges in South Dakota, 1893-1943 B. Associated Historic Contexts____________________________________ Historic Bridges in South Dakota, 1893-1943 C. Geographical Data The State of South Dakota DQg See continuation sheet_____________________________________________________________ D. Certification________________________________________________ As the designated authority under the National Historic Preservation Act of 1966, as amended, I hereby certify that this documentation form meets the National Register documentation standards and sets forth requirements for the listing of related properties consistent with the National Register criteria. This submission meets the procedural and professional requirements set forth in 36 CFR Part 60 and the Secretary of the Interior's Standards for Planning and Evaluation. Signature o£ certifying official Date State or Federal agency and bureau I, hereby, certify that this multiple property documentation form has been approved by the National Register as a basis for evaluating E. Statement of Historic Contexts HISTORIC BRIDGES IN SOUTH DAKOTA, 1893-1942 THE FIRST SOUTH DAKOTA BRIDGES AND THEIR BUILDERS Prior to the early 19th century and the establishment of the European- American fur trade in South Dakota, the region's transportation network consisted of the trails and water routes of the Indians. -
People and Power to Move the World
Parsons Bridge and Tunnel People and power to move the world. 100 M Street, S.E. Washington, D.C. 20003 U.S.A. Phone: +1 202.775.3300 www.parsons.com Power to Connecting past, change present, the global and future. Parsons is a recognized leader in the design and landscape. construction of complex structures and bridges across the globe. Having completed more than 4,500 bridges and 250 tunnels around the world, we apply creative expertise to solve the most challenging issues our customers face today with a vision for the future. Massive or modest, new or rehabilitated, our purpose in every bridge and tunnel is to carry traffic safely with sound engineering and exceptional style while connecting people and places. Parsons’ Bridge and Tunnel Division provides connections and cost-efficient. By combining form with function, economy, to communities of the past, present, and future. We and sustainability, our award-winning bridges and tunnels understand the importance of our customers’ existing fulfill an important purpose and often serve as historic or infrastructure and the history of their community, as well as world-class landmarks. the principles of sustainability, safety, and quality. Parsons Across the globe, our bridges enrich skylines and our tunnels has proudly provided design, construction management, feature state-of-the-art technology. And by minimizing and inspection services for some of the world’s largest and impacts to the environment and maintaining the culture of most complex bridges. Our reputation for innovative the community, Parsons’ custom infrastructure pays homage design and construction methods, and our commitment to to the past while recognizing the importance of tomorrow.