MARTA Tunnel Construction in Decatur, Georgia
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W . Howard Avenue
19 MONDAY THRU FRIDAY - DE LUNES A VIERNES l Times given for each bus trip from beginning to end of route. Read down for times at specific locations. Horarios para cada viaje de autobús desde el principio hasta el fin del trayecto. Lea los horarios para localidades específicas de arriba hacia a bajo. ño a 19 p s E n itsmarta.com / 404-848-5000 E 2104 Leave: - Salida: East Lake Station Decatur Station V. A. Hospital V. Arrive: - Llegada: Chamblee Station V. A. Hospital V. Clairmont Rd. & Rd. LaVista Clairmont Rd. & Hwy. Buford Leave: - Salida: Chamblee Station Clairmont Rd. & Hwy. Buford Clairmont Rd. & Rd. LaVista Decatur Station Arrive: - Llegada: East Lake Station 2021 - 1 2 3 4 5 6 6 5 4 3 2 1 24 WHEELCHAIR ACCESSIBLE Accesible para silla de ruedas NORTHBOUND - DIRECCION NORTE SOUTHBOUND - DIRECCION SUR METROPOLITAN ATLANTA RAPID TRANSIT AUTHORITY Rail Stations Served: Clairmont Road/ Howard Avenue W. Chamblee Decatur East Lake Effective as of: 04- 5:45 5:53 6:02 6:09 6:20 6:27 5:50 5:57 6:06 6:13 6:24 6:31 6:15 6:23 6:34 6:41 6:52 6:59 6:20 6:28 6:38 6:45 6:56 7:03 6:45 6:53 7:04 7:14 7:27 7:34 6:50 6:58 7:08 7:15 7:29 7:36 7:15 7:24 7:39 7:49 8:02 8:09 7:20 7:28 7:39 7:46 8:00 8:07 7:45 7:54 8:09 8:19 8:30 8:37 + 7:50 7:59 8:10 8:17 8:31 8:38 8:15 8:24 8:39 8:49 9:00 9:07 + 8:20 8:29 8:40 8:47 9:01 9:07 8:45 8:54 9:09 9:18 9:29 9:36 + 8:50 8:59 9:10 9:15 9:29 9:35 9:15 9:24 9:36 9:45 9:56 10:03 + 9:25 9:34 9:44 9:49 10:03 10:09 9:45 9:54 10:06 10:15 10:26 10:33 + 10:05 10:14 10:24 10:29 10:43 10:49 10:25 10:34 10:46 10:55 11:06 11:13 -
Alternative Ground Control Strategies in Underground Construction
Alternative ground control strategies in underground construction Keynote address to be presented by Evert Hoek at an International Symposium on "PRACTICES AND TRENDS FOR FINANCING AND CONTRACTING TUNNELS AND UNDERGROUND WORKS" to be held in Athens, Greece, on 22-23 March 2012 www.tunnelcontracts2012.com/ Alternative ground control strategies in underground construction Evert Hoek Evert Hoek Consulting Engineer Inc., Canada ABSTRACT Underground works vary from shallow urban tunnels to very deep tunnels and caverns in the world’s great mountain ranges. The problems encountered at and between these extremes are entirely different and require appropriate approaches to site investigation, design and construction. The establishment of reliable financial estimates, construction schedules and contract proposals can only be done once a realistic geological model has been prepared and a clear understanding of the likely behaviour of the rock mass and the groundwater conditions has been established. The conditions that control the behaviour of different kinds of excavations in a variety of geological environments are presented in the context of case histories. The aim is to provide project owners, financial managers, insurance companies and contractors with a road map that may assist them in avoiding some of the pitfalls and in considering some of the alternative strategies in the development of underground projects. 1 INTRODUCTION Tunnels have been built for hundreds of years as part of transportation systems for people, goods, water and services. Until the middle of the last century these tunnels were generally small in size and the builders sought out the most favourable geology and topography in which to build them. -
This Re-Route Will Start at the Biginning of Revenue Service Untill B.C.C
THIS RE-ROUTE WILL START AT THE BIGINNING OF REVENUE SERVICE UNTILL B.C.C. GIVES THE ALL CLEAR. REROUTE ADVISORY: Route #2 Ponce De Leon, #3 Auburn Ave, #6 Emory, #9 Boulevard/Tilson Road, #21 Memorial Drive, #26 Marietta Street, #36 Virginia Highland, #40 Downtown, #42 Pryor Road, #49 McDonough Blvd, #50 D.L. Hollowell Pkwy, #51 J.E. Boone, #55 Jonesboro Road, #94 Northside Drive, #102 Little Five Points, #107 Glenwood, #186 Rainbow Drive, #809 Monroe Drive, #813 Atlanta Student Movement, #816 North Highland Ave, #832 Grant Park, and #899 Old Fourth Ward. WHAT: 2020 Publix Atlanta Marathon & 5k WHERE: The Marathon will start at Marietta Street and Centennial Olympic Park Drive. The Route/Course will travel through various streets in the City of Atlanta and Dekalb County. WHEN: Sunday, March 1, 2020 TIMES: 7:00 a.m. – 2:00 p.m. or Until the All clear is given by B.C.C. Buses in and around the Marathon will be rerouted during the Marathon/5k. Bus routes intersecting with Race/Runners will be delayed. Atlanta Police will allow traffic to flow between gaps in the Race. Reroute as follows: OUTBOUND: Route #2 from North Avenue Station to East Lake Station (South Loop) Regular route Expect Delays crossing North Highland Avenue. INBOUND: Route #2 from East Lake Station to North Avenue Station Regular route Expect Delays crossing North Highland Avenue. Regular route Page 1 of 20 OUTBOUND: Route #3 from H.E. Holmes Station to West End Station Continue M.L.K. Jr. Drive Right – Joseph E. Lowery Blvd. -
Megabang for Megabucks: Driving a Harder Bargain on Megaprojects
Megabang for megabucks Driving a harder bargain on megaprojects Marion Terrill, Owain Emslie, and Lachlan Fox May 2021 Megabang for megabucks: Driving a harder bargain on megaprojects Grattan Institute Support Grattan Institute Report No. 2021-04, May 2021 Founding members Endowment Supporters This report was written by Marion Terrill, Owain Emslie, and Lachlan The Myer Foundation Fox. Nat Manawadu provided extensive research assistance and made National Australia Bank substantial contributions. Susan McKinnon Foundation We would like to thank numerous government and industry participants Affiliate Partners and officials for their helpful comments and insights. Ecstra Foundation The opinions in this report are those of the authors and do not Origin Energy Foundation necessarily represent the views of Grattan Institute’s founding Susan McKinnon Foundation members, affiliates, individual board members, reference group members, or reviewers. The authors are responsible for any errors or Senior Affiliates omissions. Cuffe Family Foundation Grattan Institute is an independent think tank focused on Australian Maddocks public policy. Our work is independent, practical, and rigorous. We aim Medibank Private to improve policy by engaging with decision makers and the broader The Myer Foundation community. Scanlon Foundation We acknowledge and celebrate the First Nations people on whose Trawalla Foundation traditional lands we meet and work, and whose cultures are among the Wesfarmers oldest continuous cultures in human history. Westpac For further information on Grattan’s programs, or to join our mailing list, Affiliates please go to: www.grattan.edu.au. You can make a donation to support Allens future Grattan reports here: www.grattan.edu.au/donate. Ashurst This report may be cited as: Terrill, M., Emslie, O., and Fox, L. -
Soohueyyap Capstone.Pdf (6.846Mb)
School of City & Regional Planning COLLEGE OF DESIGN A Text-Mining and GIS Approach to Understanding Transit Customer Satisfaction Soo Huey Yap MS-GIST Capstone Project July 24, 2020 1 CONTENTS 1. INTRODUCTION 1.1 Transit Performance Evaluation……………………………………………………………………………….. 3 1.2 Using Text-Mining and Sentiment Analysis to Measure Customer Satisfaction………… 5 2. METHODOLOGY 2.1 Study Site and Transit Authority……………………………………………………………………………….. 9 2.2 Description of Data…………………………………………………………………………………………………… 9 2.3 Text-Mining and Sentiment Analysis 2.3.1 Data Preparation……………………………………………………………………………………….. 11 2.3.2 Determining Most Frequent Words…………………………………………………………… 12 2.3.3 Sentiment Analysis……………………………………………………………………………………. 13 2.4 Open-Source Visualization and Mapping………………………………………………………………… 14 3. RESULTS AND DISCUSSION 3.1 Determining Most Frequent Words………………………………………………………………………… 16 3.2 Sentiment Analysis…………………………………………………………………………………………………. 17 3.3 Location-based Analysis…………………………………………………………………………………………. 19 4. CHALLENGES AND FUTURE WORK……………………………………………………………………………………. 24 5. CONCLUSION………………………………………………………………………………………………………………….… 25 6. REFERENCES……………………………………………………………………………………………………………………… 26 7. APPENDICES……………………………………………………………………………………………………………………… 29 Appendix 1: Final Python Script for Frequent Words Analysis Appendix 2: Results from 1st Round Data Cleaning and Frequent Words Analysis Appendix 3: Python Script for Sentiment Analysis using the NLTK Vader Module Python Script for Sentiment Analysis using TextBlob Appendix 4: -
Course Instructions
Course Instructions NOTE: The following pages contain a preview of the final exam. This final exam is identical to the final exam that you will take online after you purchase the course. After you purchase the course online, you will be taken to a receipt page online which will have the following link: Click Here to Take Online Exam. You will then click on this link to take the final exam. 3 Easy Steps to Complete the Course: 1.) Read the Course PDF Below. 2.) Purchase the Course Online & Take the Final Exam – see note above 3.) Print Out Your Certificate Tunnel Inspection Manual Final Exam 1. This manual provides specific information for the inspection of both highway and rail transit tunnels. a. True b. False 2. As per Figure 2.8, the horseshoe tunnel shape typically exists in: a. clay b. shale c. sandstone conditions d. rock conditions 3. Regarding Ventilation Systems, tunnel ventilation systems can be categorized into ____ main types: a. one. b. five. c. three. d. four. 4. Regarding Inspection Qualifications, the inspection should be accomplished with teams consisting of a minimum of ____ individuals: a. one. b. two. c. three. d. four. 5. As per Table 3-1, the acronym PCLS stands for: a. Precast Concrete Liner Segments. b. Post-tensioned Concrete Liner Segments. c. Polymer Cast Liner Sleeve. d. Post Construction Limed Shotcrete. 6. Considering Inspection of Civil/Structural Elements, the tunnel owner should establish the frequency for up-close inspections of the tunnel structure based on the age and condition of the tunnel. -
Decatur's Transportation Network, 2007
3 • Decatur’s Transportation Network, 2007 CHAPTER • 3 Decatur’s Transportation Network, 2007 othing speaks louder of a city’s transportation system than how its residents use it. A public survey conducted as part of the CTP revealed that sixty-seven N percent of commuters drive alone to get to work or school. Over 20 percent of commuters in Decatur either walk, bike or take transit. Even more interesting, 79 percent of residents reported having walked or ridden a bike to downtown Decatur. Additionally, the majority of residents feel that it is easy to get around the City. These results indicate a system that already provides a lot of choice for travelers. The following sections detail the extent of these choices, i.e. the facilities that make up the existing Decatur transportation network. The CTP uses this snapshot of how Decatur gets around in 2007 to recommend how the City can build upon its existing strengths to realize its vision of a healthy and well-connected community. Existing Street Network Streets are where it all comes together for travel in and through Decatur. The streets and their edges provide places for people to walk, bicycle and travel in buses and other vehicles. Compared with the MARTA rail system and off-road paths and greenways, the street system in Decatur accommodates the majority of travel and is detailed below. Roadway Classification in Decatur In 1974, the Federal Highway Administration (FHWA) published the manual Highway Functional Classification - Concepts, Criteria and Procedures. The manual was revised in 1989 and forms the basis of this roadway classification inventory. -
Construction, Carpentry Contractors
Carpentry Contractors 1997 Issued August 1999 EC97C-2355A 1997 Economic Census Construction Industry Series U.S. Department of Commerce Economics and Statistics Administration U.S. CENSUS BUREAU ACKNOWLEDGMENTS Many persons participated in the various The Economic Product Team, with primary activities of the 1997 Economic Census for contributions from Christina Arledge, the Construction sector. The Economic Andrew W. Hait, Barbara L. Lambert, Census Staff of the Economic Planning and and Jennifer E. Lins, was responsible for Coordination Division did the overall plan- the development of the product creation ning and review of the census operations. system to support the 1997 Economic Census product dissemination. Manufacturing and Construction Division prepared this report. Judy M. Dodds, The Geography Division staff developed Assistant Chief for Census and Related geographic coding procedures and associ- Programs, was responsible for the overall ated computer programs. planning, management, and coordination. The Economic Statistical Methods and Pro- Patricia L. Horning, Chief, Construction gramming Division, Charles P. Pautler and Minerals Branch, assisted by Susan L. Jr., Chief, developed and coordinated the Hostetter, Section Chief, performed the computer processing systems. Martin S. planning and implementation. Carla M. Harahush, Assistant Chief for Quinquen- Bailey, Michael A. Blake, Tamara A. nial Programs, was responsible for design Cole, Nina S. Heggs, Donald G. and implementation of the computer Powers, Linda M. Taylor, and Robert A. systems. Samuel Rozenel, Chief, Current Wright provided primary staff assistance. Construction Branch, Kevin J. Brian Greenberg, Assistant Chief for Montgomery and Leonard S. Research and Methodology Programs, Sammarco, Section Chiefs, supervised the assisted by Stacey Cole, Chief of Manu- preparation of the computer programs. -
The Transformation Alliance
The TransFormation Alliance Strengthening Communities Through Transit The TransFormation Alliance is a diverse collaboration of organizations including, community advocates, policy experts, transit providers, and government agencies working toward a common goal to change how transit and community development investments shape the future, to offer all residents the opportunities for a high quality of life, linked by our region’s critically important transit system. Issues Driven People and Creative Placemaking Housing Choice and Transit Innovative Capital Equitable TOD Climate and Job Access Health Why It Matters Housing Cost Jobs Access 48% The percentage of income paid in 3.4% rent by City of Atlanta HH of jobs are accessible by a earning the lowest 20th 45 minute trip on transit. percentile. - Brookings Institute, 2016 Income Mobility 4% A child raised in the bottom fifth income bracket in Atlanta has just 4% chance of reaching the top fifth - Brookings Institute, 2016 MARTA links disparate communities The five highest median The five lowest median household incomes by MARTA household incomes by MARTA stop stop 1) Buckhead Station: 1) West End Station: $19,447 $104,518 2) Ashby Station: $21,895 2) Brookhaven-Oglethorpe 3) Oakland City Station: Station: $104,168 $23,000 3) East Lake Station: $97,037 4) Lakewood-Ft. McPherson 4) Lenox Station: $90, 766 Station: $25,236 5) Medical Center Station: 5) Bankhead Station: $26,168 $89,281 Station Area Typology Type A: • In/near major job centers • Improve job access Low Vulnerability + • Affluent -
Dekalb County Transit Master Plan Final Report - August 2019
DeKalb County Transit Master Plan Final Report - August 2019 Prepared for Prepared by 1355 Peachtree St. NE Suite 100 Atlanta, GA 30309 What is DeKalb County’s Transit Master Plan? The Transit Master Plan’s purpose is to address DeKalb County’s mobility challenges, help to enhance future development opportunities, and improve the quality of life within each of DeKalb County’s cities and unincorporated communities, both north and south. The plan identifies transit service enhancements for today and expansion opportunities for tomorrow to create a 30-year, cost-feasible vision for transit investments in DeKalb County Table of Contents Table of Contents Chapter 1 Introduction ...................................................................................................................... 1-1 Background ............................................................................................................................. 1-1 Project Goals ........................................................................................................................... 1-1 Chapter 2 State of DeKalb Transit ................................................................................................. 2-1 History of DeKalb Transit ................................................................................................... 2-1 DeKalb Transit Today .......................................................................................................... 2-2 Current Unmet Rider Needs ............................................................................................ -
Seismic Design of Tunnels a Simple State-Of-The-Art Design Approach
Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page 1 1991 William Barclay Parsons Fellowship Parsons Brinckerhoff Monograph 7 Seismic Design of Tunnels A Simple State-of-the-Art Design Approach Jaw-Nan (Joe) Wang, Ph.D., P.E. Professional Associate Parsons Brinckerhoff Quade & Douglas, Inc. June 1993 Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page 2 First Printing 1993 Copyright © Jaw-Nan Wang and Parsons Brinckerhoff Inc. All rights reserved. No part of this work covered by the copyright thereon may be reproduced or used in any form or by any means — graphic, electronic, or mechanical, including photocopying, recording, taping, or information storage or retrieval systems — without permission of the publisher. Published by Parsons Brinckerhoff Inc. One Penn Plaza New York, New York Front,Chp1,2/Mngrph Text 1993 11/21/03 3:53 PM Page i CONTENTS Foreword ix 1.0 Introduction 1 1.1 Purpose 3 1.2 Scope of this Study 4 1.3 Background 4 Importance of Seismic Design 4 Seismic Design before the ‘90s 5 1.4 General Effects of Earthquakes 7 Ground Shaking 7 Ground Failure 8 1.5 Performance Record in Earthquakes 8 2.0 Seismic Design Philosophy for Tunnel Structures 13 2.1 Seismic Design vs. Conventional Design 15 2.2 Surface Structures vs. Underground Structures 15 Surface Structures 15 Underground Structures 16 Design and Analysis Approaches 16 2.3 Seismic Design Philosophies for Other Facilities 17 Bridges and Buildings 17 Nuclear Power Facilities 17 Port and Harbor Facilities 18 Oil and Gas Pipeline Systems 18 2.4 Proposed Seismic Design Philosophy -
Served Proposed Station(S)
CURRENT PROPOSED ROUTE NAME JURISDICTION PROPOSED MODIFICATION STATION(S) STATION(S) SERVED SERVED Discontinue Service -N ew proposed Routes 21 and 99 would provide service along Jesse Hill Ave., Coca Cola Pl. and Piedmont Ave. segments. New proposed Route 99 would provide service along the Martin Luther King, Jr. Dr. segment. New proposed Routes 32 and 51 would provide service on Marietta St. between Forsyth St. and Ivan Allen Jr. Blvd. New proposed Route 12 would provide service on the Howell Mill Rd segment between 10th St. and Marietta Chattahoochee Ave.. New proposed Route 37 would provide service on Chattahoochee Ave. between Hills Ave. and Marietta Blvd and Marietta Blvd City of Atlanta, 1 Boulevard/Centennial between Bolton Dr. and Coronet Way. New proposed Routes 37 and 60 would provide service on Coronet Way between Marietta Blvd and Bolton Rd Georgia State Fulton County Olympic Park segments. Service will no longer be provided on Edgewood Ave. between Piedmont Ave. and Marietta St.; Marietta St. between Edgewood Ave. and Forsyth St.; Marietta St. between Ivan Allen, Jr. Blvd and Howell Mill Rd; Howell Mill Rd between Marietta St. and 10th St.; Huff Rd, Ellsworth Industrial Blvd and Marietta Blvd; Chattahoochee Ave. between Ellsworth Industrial Blvd and Hill Ave.; Bolton Pl., Bolton Dr.; Coronet Way between Defoors Ferry Rd and Moores Mill Rd, and Moores Mill Rd between Bolton Rd and Coronet Way. Proposed modification includes Route 2 operate from Inman Park station via Moreland Ave. (currently served by Route 6-Emory) Freedom Parkway and North Avenue, North Avenue City of Atlanta, 2 Ponce De Leon Avenue Ralph McGill Blvd (currently served by Route 16-Noble), continuing via Blvd,and North Ave.