ASPIRE™—Winter 2008
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PART 1 BDV25 TWO977-25 Task 2B Delive
EVALUATION OF SELF CONSOLIDATING CONCRETE AND CLASS IV CONCRETE FLOW IN DRILLED SHAFTS – PART 1 BDV25 TWO977-25 Task 2b Deliverable – Field Exploratory Evaluation of Existing Bridges with Drilled Shaft Foundations Submitted to The Florida Department of Transportation Research Center 605 Suwannee Street, MS30 Tallahassee, FL 32399 [email protected] Submitted by Sarah J. Mobley, P.E., Doctoral Student Kelly Costello, E.I., Doctoral Candidate and Principal Investigators Gray Mullins, Ph.D., P.E., Professor, PI Abla Zayed, Ph.D., Professor, Co-PI Department of Civil and Environmental Engineering University of South Florida 4202 E. Fowler Avenue, ENB 118 Tampa, FL 33620 (813) 974-5845 [email protected] January, 2017 to July, 2017 Preface This deliverable is submitted in partial fulfillment of the requirements set forth and agreed upon at the onset of the project and indicates a degree of completion. It also serves as an interim report of the research progress and findings as they pertain to the individual task-based goals that comprise the overall project scope. Herein, the FDOT project manager’s approval and guidance are sought regarding the applicability of the intermediate research findings and the subsequent research direction. The project tasks, as outlined in the scope of services, are presented below. The subject of the present report is highlighted in bold. Task 1. Literature Review (pages 3-90) Task 2a. Exploratory Evaluation of Previously Cast Lab Shaft Specimens (page 91-287) Task 2b. Field Exploratory Evaluation of Existing Bridges with Drilled Shaft Foundations Task 3. Corrosion Potential Evaluations Task 4. Porosity and Hydration Products Determinations Task 5. -
Ie, Genetic Programming
Final Report FDOT Contract No.: BDK75-977-68 UF Contract No.: 00100800 Pile/Shaft Designs Using Artificial Neural Networks (i.e., Genetic Programming) with Spatial Variability Considerations 10 x 10 3500 FB-DEEP MODEL ST1 15 FB-DEEP MODEL ST2 3000 FB-DEEP MODEL ST3 GP MODEL ST1 GP MODEL ST2 2500 GP MODEL ST3 ] 2 10 2000 [psf] s f 1500 5 1000 MSE [lbs Minimum 500 0 0 0 20 40 60 0 20 40 60 80 N [Blows/12in] Generation [-] SPT Principal Investigators: Michael C. McVay Harald Klammler Khiem Tran Primary Researcher: Michael Faraone Student Assistants: Nathan Dodge Nilses Vera Le Yuan Department of Civil and Coastal Engineering Engineering School of Sustainable Infrastructure and Environment University of Florida P.O. Box 116580 Gainesville, Florida 32611-6580 Developed for the Rodrigo Herrera, P.E., Project Manager; Peter Lai (Retired) February 2014 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 or the U.S. Department of Transportation. Prepared in cooperation with the State of Florida Department of Transportation and the U.S. Department of Transportation. ii SI (MODERN METRIC) CONVERSION FACTORS (from FHWA) 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 -
Outstanding Bridges of Florida*
2013 OOUUTTSSTTAANNDDIINNGG BBRRIIDDGGEESS OOFF FFLLOORRIIDDAA** This photograph collection was compiled by Steven Plotkin, P.E. RReeccoorrdd HHoollddeerrss UUnniiqquuee EExxaammpplleess SSuuppeerriioorr AAeesstthheettiiccss * All bridges in this collection are on the State Highway System or on public roads Record Holders Longest Total Length: Seven Mile Bridge, Florida Keys Second Longest Total Length: Sunshine Skyway Bridge, Lower Tampa Bay Third Longest Total Length: Bryant Patton Bridge, Saint George Island Most Single Bridge Lane Miles: Sunshine Skyway Bridge, Lower Tampa Bay Most Dual Bridge Lane Miles: Henry H. Buckman Bridge, South Jacksonville Longest Viaduct (Bridge over Land): Lee Roy Selmon Crosstown Expressway, Tampa Longest Span: Napoleon Bonaparte Broward Bridge at Dames Point, North Jacksonville Second Longest Span: Sunshine Skyway Bridge, Lower Tampa Bay Longest Girder/Beam Span: St. Elmo W. Acosta Bridge, Jacksonville Longest Cast-In-Place Concrete Segmental Box Girder Span: St. Elmo W. Acosta Bridge, Jacksonville Longest Precast Concrete Segmental Box Girder Span and Largest Precast Concrete Segment: Hathaway Bridge, Panama City Longest Concrete I Girder Span: US-27 at the Caloosahatchee River, Moore Haven Longest Steel Box Girder Span: Regency Bypass Flyover on Arlington Expressway, Jacksonville Longest Steel I Girder Span: New River Bridge, Ft. Lauderdale Longest Moveable Vertical Lift Span: John T. Alsop, Jr. Bridge (Main Street), Jacksonville Longest Movable Bascule Span: 2nd Avenue, Miami SEVEN MILE BRIDGE (new bridge on left and original remaining bridge on right) RECORD: Longest Total Bridge Length (6.79 miles) LOCATION: US-1 from Knights Key to Little Duck Key, Florida Keys SUNSHINE SKYWAY BRIDGE RECORDS: Second Longest Span (1,200 feet), Second Longest Total Bridge Length (4.14 miles), Most Single Bridge Lane Miles (20.7 miles) LOCATION: I–275 over Lower Tampa Bay from St. -
Guide to the Hampton Dunn Collection of Florida Postcards, 1900-1985
Guide to the Hampton Dunn collection of Florida postcards, 1900-1985 Descriptive Summary Title : Hampton Dunn collection of Florida postcards Creator: Dunn, Hampton (1916-2002) Dates : 1900-1985 ID Number : D32 Size: 34 boxes Language(s): English Repository: Special Collections University of South Florida Libraries 4202 East Fowler Ave., LIB122 Tampa, Florida 33620 Phone: 813-974-2731 - Fax: 813-396-9006 Contact Special Collections Administrative Summary Provenance: Dunn, Hampton, 1916-2002 Acquisition Information: Donation Access Conditions: None. The contents of this collection may be subject to copyright. Visit the United States Copyright Office's website at http://www.copyright.gov/ for more information. Processing History: Complete. Preferred Citation: Hampton Dunn collection of Florida postcards, Special Collections Department, Tampa Library, University of South Florida, Tampa, Florida. Related Material: Hampton Dunn collection, Special Collections Department, Tampa Library, University of South Florida, Tampa, Florida. Biographical Note Henry Hampton Dunn and his twin sister Hazel were born in Floral City, Florida on December 14, 1916. Dunn published his first article in 1932 as a Boy Scout correspondent for the Citrus County Chronicle. During his high school years, which he completed in Tampa, he wrote sports reviews for the Tampa Tribune and Florida Times Union. He attended Mercer University in Macon, Georgia, University of Tampa in Florida and served as a public relations officer and war correspondent with the 12th Air Force during World War II. He left the service in November 1945 at the rank of major and with a Bronze Star. Dunn joined the Tampa Daily Times as a full-time journalist in 1936. -
Prediction of End Bearing for Drilled Shafts and Suggestion for Design Guidelines of End Bearing for Drilled Shaft in Florida Limestone
PREDICTION OF END BEARING FOR DRILLED SHAFTS AND SUGGESTION FOR DESIGN GUIDELINES OF END BEARING FOR DRILLED SHAFT IN FLORIDA LIMESTONE By SANG-HO KIM A THESIS PRESENTED TO THE GRADUATE SCHOOL OF THE UNIVERSITY OF FLORIDA IN PARTIAL FULFILLMENT OF THE REQUIREMENTS FOR THE DEGREE OF MASTER OF SCIENCE UNIVERSITY OF FLORIDA 2003 Copyright 2003 by Sang-Ho Kim To My Mother and My Wife ACKNOWLEDGMENTS I thank God, at first, with all my heart. Without his leading, I would not be here right now. During my one year and eight months at the University of Florida, I have learned a lot of things and met many people. This period has been the most memorable and important time in my life. I would like to express my appreciation for all the professors (Dr. Michael C. McVay, Dr. Frank C. Townsend, Dr. David Bloomquist, Dr. Paul Bullock, Dr. John L. Davidson, and Dr. Bjorn Birgisson) in this department for giving me the opportunity to study here. In addition, I would like to extend a special thank to Professor Michael McVay for providing me the opportunity and for assisting me throughout the pursuit of my degree. He taught me many geotechnical concepts and how to think throughout our research when I was stuck. I would also like to thank all of my friends, Lila, Badri, Zhihong, Landy, Evelio, Minh, Erkan, Carlos, Thai, Scott, and Dinh, in our geotechnical field in civil engineering. It has been a pleasure studying with them and getting to know one another. In addition, I want to thank Sang-Min Lee, who helped me with the statistical aspects of this research, for being a good friend and colleague. -
Intracoastal Waterway
474 ¢ U.S. Coast Pilot 5, Chapter 12 Chapter 5, Pilot Coast U.S. Chart Coverage in Coast Pilot 5—Chapter 12 92°W 90°W 88°W 86°W 84°W 82°W 80°W NOAA’s Online Interactive Chart Catalog has complete chart coverage http://www.charts.noaa.gov/InteractiveCatalog/nrnc.shtml 98°W 96°W 94°W 32°N L OUISIANA MISS. ALABAMA GEORGIA 11372 Mobile 11385 1354 11390 TEXAS 1 New Orleans 11405 11407 11331 30°N Houston 11374 11378 F 11393 11367 11408 L 11348 O Galveston 11404 11350 11402 R 11315 11355 I 11322 11409 D 11319 A 28°N 11314 11412 Tampa 11308 1 1425 11306 11303 11427 26°N 11302 O C I GULF OF MEXICO X E Key West M 24°N 19 SEP2021 CUBA 19 SEP 2021 U.S. Coast Pilot 5, Chapter 12 ¢ 475 Intracoastal Waterway (18) Structures across the Gulf Intracoastal Waterway Caloosahatchee River to Anclote River (Statute Mile 0 to 150) Clearance (feet) Name•Description•Type Mile Waterway Horizontal Vertical* Information Overhead power cable 8.0 Pine Island Sound 95 Boca Grande Causeway Bridge (swing) 34.3 Gasparilla Sound 81 9 Note 2 — Bridge under construction State Route 776 (bascule) 43.5 Lemon Bay 86 26 Note 1 — Englewood to Manasota Key Manasota Beach Highway Bridge (bascule) 49.9 Lemon Bay 90 26 Note 1 — Manasota to Manasota Key Overhead power cable 49.9 Lemon Bay 88 Manasota to Manasota Key State Route 45 Bridge (bascule) 54.9 IWW landcut 90 25 Note 1 Venice Avenue Bridge (bascule) 56.6 Hatchett Creek 90 30 Note 2 Hatchett Creek (US-41) Bridge (bascule) 56.9 Hatchett Creek 100 30 Note 2 Albee Road (SR-789) Bridge (bascule) 59.3 Blackburn Bay 90 14 Note 1 Blackburn -
Strategic Plan
STRATEGIC PLAN 1 2 2014 3 4 5 6 7 8 9 11 10 12 14 13 ASBI STRATEGIC PLAN COMMITTEE 10.27.2014 15 1. Natchez Trace Parkway Arches, Tennessee 2. South Norfolk Jordan Bridge, Virginia 3. Blue Ridge Parkway Viaduct, North Carolina 1988 - 2013 4. SW Line Bridge Nalley Valley Interchange, Washington 5. Victory Bridge, New Jersey 6. Miami Intermodal Center, Florida 11. I-76 Allegheny River Bridge, Pennsylvania 7. I-280, Veterans Glass City Skyway, Ohio 12. AirTrain JFK, New York 8. New I-35W Bridge, Minnesota 13. Otay River Bridge, California 9. I-275 Sunshine Skyway Bridge, Florida 14. San Antonio “Y” Bridge, Texas 10. US 191 Colorado River Bridge, Utah 15. Penobscot Narrows Bridge & Observatory, Maine 25 I-64 over Kanawha River, 1 2 West Virginia 3 ASBI STRATEGIC 4 PLAN COMMITTEE 1. Noyo River Bridge, California 2. Selmon Expressway, Florida 3. U.S. 1 Wiscasset Bridge, Maine 10.27.2014 5 4. I-93 Boston, Massachusetts 5. C755 Central Link Light Rail, Washington 1 Introduction 5 Performance Measures 1 Mission Statement 11 Strategic Priorities 1 Vision Statement 12 Evaluation of Strategic Objectives 1 Values 13 Implementation Considerations 2 Strategic Goals 14 Recommended ASBI Organizational Structure 3 Objectives & Strategies I-4 Connector, Florida South Norfolk Jordan Bridge, Virginia CONTENTS INTRODUCTION ASBI has developed a Strategic Plan in order to guide its growth and development over the next 25 years. This document is intended to help align the organization’s resources and activities with the various goals and objectives outlined herein. This Strategic Plan includes VALUES 5 goals supported by 10 objectives that are in A Values Statement outlines the turn supported by 31 strategies. -
Review Requirements and Costs for Road Designations
The Florida Senate Interim Report 2012-139 September 2011 Committee on Transportation REVIEW REQUIREMENTS AND COSTS FOR ROAD DESIGNATIONS Issue Description The designation of roads, bridges, or other transportation facilities for honorary or memorial purposes is a long- standing practice in Florida and, since 1922, over 1,000 of these designations have been legislatively approved. Passage of an honorary or memorial designation of a transportation facility generally involves erecting signs along the state‟s right-of-way reflecting the designation as described in an act of the Legislature; e.g., “John Jones Memorial Highway.” Currently, the Florida Department of Transportation (FDOT or department) bears the costs of erecting and maintaining these signs without a specific appropriation. This report provides an overview of the statutory requirements and procedures related to establishing honorary or memorial designations on transportation facilities in Florida. In addition, the report reviews the costs of these designations, including sign production, installation labor, maintenance, and other related costs. Background All roads which are open and available for use by the public and dedicated to the public use, according to law or by prescription, are declared and established as public roads.1 The Florida Statutes categorize public roads into four systems: The State Highway System; the State Park Road System; the county road system; and the city street system.2 Public roads are subject to numbering, naming and designation as follows. Numbering and Naming of Roads Each route on the State Highway System is given an unique number for identification and signed with distinctive numbered Interstate, U.S. or Florida state route shields to guide public travel. -
Strength Envelopes for Florida Rock and Intermediate Geomaterials
Strength Envelopes for Florida Rock and Intermediate Geomaterials FDOT BDV31-977-51 Principal Investigators: Project Manager: Michael McVay, Ph.D. Rodrigo Herrera, P.E. Xiaoyu Song, Ph.D. Researchers: Thai Nguyen, P.E. Scott Wasman, Ph.D. Kaiqi Wang 2 Tasks Task 1 – Equipment setup Task 2 – Field rock acquisition Task 3 – Laboratory testing Task 4 – Test results and analyses Task 5 – Numerical modeling Task 6 – Final report draft and closeout teleconference; Task 7 – Final report. 3 Literature Review Geology of Florida Surface Rocks: Calcite mineral (Rhombohedral structure – cube of rhombi faces) Limestones Aragonite mineral (Orthorhombic structure) Dolostones: Dolomite mineral Marl or marlstone: Calcite mixed with soils and other earthy substances Calcarenite (for example Anastasia formation) 4 Literature Review 5 Literature Review South Florida limestone: Hester & Schmoker (1985) Other limestone in the world: Solenhofen limestone: n = 0.05 Great Britain limestone: n = 0.06 Salem/ Bedford limestone: n = 0.12 to 0.13 6 Literature Review Table 3-3. Mineral specific gravities from literature Jumikis, 1983 Goodman, 1989 Lambe & Whitman, Hester & Schmoker, 1969 1985 Calcite 2.71 - 3.72 2.7 2.72 2.71 Aragonite 2.94 Dolomite 2.80 - 3.00 2.8-3.1 2.85 Quartz 2.65 2.65 2.65 Table 3-6. Florida rock strengths with regards to strength engineering classification Strength RMR Q (ksi) str Florida Rocks Class u Rating A – Very high > 32 15 B – High 16-32 8-12 C – Medium 8-16 5-7 Isolated Avon Park D – Low 4-8 3-4 Avon Park, Ocala LS, Ft. Thompson, Ocala LS, Miami LS, Ft. -
Investment Report 2013-14 2 Table of Contents
Investment Report 2013-14 2 Table of Contents EXECUTIVE DIRECTOR’S REPORT AND TRANSMITTAL .........................5 SBA ORGANIZATIONAL STRUCTURE AND OVERSIGHT .........................9 ADVISORS, CONSULTANTS AND AUDITORS .........................................10 SBA MANDATE OVERVIEW ....................................................................12 ASSET ALLOCATION ................................................................................14 RISK AND THE INVESTMENT PROCESS .................................................15 COMPLIANCE WITH INVESTMENT STRATEGY .....................................18 SBA’S NON-INVESTMENT MANAGEMENT RESPONSIBILITIES...........19 INVESTMENT POLICY STATEMENTS, PORTFOLIO GUIDELINES AND TRUST AGREEMENTS .........................21 FLORIDA RETIREMENT SYSTEM PENSION PLAN .................................22 FLORIDA RETIREMENT SYSTEM INVESTMENT PLAN ...........................43 FLORIDA PRIMETM/FUND B........................................................................49 FLORIDA HURRICANE CATASTROPHE FUND/STATE BOARD OF ADMINISTRATION FINANCE CORPORATION.... ....................................53 LAWTON CHILES ENDOWMENT FUND .................................................56 OTHER FUNDS UNDER MANAGEMENT.................................................61 The investment performance information for the period ending June 30, 2014 presented herein represents investment returns based on official data supplied by the SBA’s independent asset custodian and performance measurement service provider, BNY Mellon -
Freight Mobility and Trade Plan
Freight Mobility and Trade Plan Technical Memorandum 6 Project Prioritization and Selection April 2020 Freight Mobility and Trade Plan CONTENTS Project Prioritization and Selection .......................................................................................................................... 3 Step 1: Identification of Projects ........................................................................................................................... 4 Step 2: Project Classification and Funding Eligibility Screening ............................................................... 4 Step 3: Qualitative and Quantitative Evaluation ............................................................................................. 6 Appendix A: Tier 3 List (All Freight Projects) ......................................................................................................... 9 Appendix B: Tier 2 List ................................................................................................................................................ 52 Appendix C: List of Prioritized Projects (Tier 1 Projects) ............................................................................... 80 Appendix D: Quantitative Scoring Measures and Criteria ............................................................................ 89 FIGURES Figure 1 | Visualization of Prioritization Process ................................................................................................. 3 TABLES Table 1 | FMO Project Screening Policy - Eligible -
Copy of ARTIFICIAL REEFS-2010-02-03
State of Florida Artificial Reef Locations (as of December 31, 2009) Prepared by Bill Horn, Florida Fish and Wildlife Commission Division of Marine Fisheries Management Tallahassee, FL (850) 922-4340 x 208 http://www.myfwc.com Florida's Artificial Reef Deployments Florida Fish and Wildlife Conservation Commission, Division of Marine Fisheries Mangement-Artificial Reef Program http:/myfwc.com/marine/ar COUNTY DEPLOYDATE REEFNAME TONS LORAN1 LORAN2 LATITUDE LONGITUDE DESCRIPTION DEPTH RELIEF GPS BAY 6/24/2009 RED SEA TUGBOAT 3000.958 8542.003 125 FEET LONG STEEL HULLED OCEAN TUGBOAT THE "RED SEA " 74 36 WAAS BAY 6/19/2009 2009-8 16.00 2943.496 8540.487 4 WALTER LIMESTONE UNITS AND 2 GROUPER UNITS 93 12 WAAS BAY 6/19/2009 2009-7 12.00 2944.032 8542.689 2 WALTER LIMESTONE UNITS AND 3 GROUPER UNITS 102 12 WAAS BAY 6/19/2009 2009-6 10.00 2944.515 8542.705 2 WALTER LIMESTONE UNITS AND 2 GROUPER UNITS 102 12 WAAS BAY 6/19/2009 2009-5 13.00 2946.740 8541.608 3 WALTER LIMESTONE UNITS AND 2 GROUPER UNITS 82 12 WAAS BAY 6/19/2009 2009-4 13.00 2946.270 8542.154 3 WALTER LIMESTONE UNITS AND 2 GROUPER UNITS 95 12 WAAS BAY 6/19/2009 2009-3 25.00 2946.563 8535.867 5 WALTER LIMESTONE UNITS AND 5 GROUPER UNITS 85 12 WAAS BAY 6/19/2009 2009-2 25.00 2943.695 8528.275 5 WALTER LIMESTONE UNITS AND 5 GROUPER UNITS 60 12 WAAS BAY 6/19/2009 2009-1 25.00 2944.184 8528.309 5 WALTER LIMESTONE UNITS AND 5 GROUPER UNITS 60 12 WAAS BAY 2/6/2009 DUPONT BRIDGE RUBBLE #1 750.00 2958.719 8550.713 CONCRETE PLINGS, BENT CAPS AND RUBBLE 95 10 WAAS BAY 12/19/2008 DUPONT BRIDGE