Fall 2020 Volume 99 • Issue 3

Total Page:16

File Type:pdf, Size:1020Kb

Fall 2020 Volume 99 • Issue 3 APC Presents the 2020 42nd APC/PennDOT/PA Turnpike APC, Keystone Coalition Testify TQI Awards Virtually 8 Fall Seminar Cannot be Stopped 12 in House Committee Hearings 22 FALL 2020 VOLUME 99 • ISSUE 3 CELEBRATING Industry Excellence International Construction Equipment, Inc (ICE®) is the USA manufacturer, and operates service centers, a hose company, rental fleet and manages many global distribution networks. ICE® set up our USA manufacturing facility in 1974, where ICE® quickly became a world leader in deep foundation equipment manufacturing; and additionally, a USA distributorship for drilling rigs. ICE®, as a global company, has successfully maintained engineering & manufacturing of our vibratory hammers, lead systems & spotters, masts, dampener, powerunits & ice® drilling equipment in the USA. ICE® designs, machines, builds and tests our equipment in Matthews, NC before distributed to the world. ICE® offers a vast rental fleet & operates numerous service branches, strategically located to service our USA market & a distribution network world-wide to care for & service our international clients. Based on USA transportation infrastructure, ICE® has multiple service & rental branches in the tri-state & surrounding areas making our service & selection to our clients best in class for both our ice® manufactured and partnered offerings. ICE® is the proud distributor of world-class drill rigs, tooling & more by these partners 2020 PENN DOT AD.indd 1 9/23/2020 11:01:53 AM International Construction Equipment, Inc (ICE®) is the USA manufacturer, and operates service centers, a hose company, rental fleet and manages many global distribution networks. ICE® set up our USA manufacturing facility in 1974, where ICE® quickly became a world leader in deep foundation equipment manufacturing; and additionally, a USA distributorship for drilling rigs. ICE®, as a global company, has successfully maintained engineering & manufacturing of our vibratory hammers, lead systems & spotters, masts, dampener, powerunits & ice® drilling equipment in the USA. ICE® designs, machines, builds and tests our equipment in Matthews, NC before distributed to the world. ICE® offers a vast rental fleet & operates numerous service branches, strategically located to service our USA market & a distribution network world-wide to care for & service our international clients. Based on USA transportation infrastructure, ICE® has multiple service & rental branches in the tri-state & surrounding areas making our service & selection to our clients best in class for both our ice® manufactured and partnered offerings. ICE® is the proud distributor of world-class drill rigs, tooling & more by these partners 2020 PENN DOT AD.indd 1 9/23/2020 11:01:53 AM 22 CONTENTS FALL 2020 • VOLUME 99 • ISSUE 3 12 42nd APC/PennDOT/PA Turnpike Fall Seminar Cannot be Stopped Annual Event to be Held Virtually 8 COLUMNS FEATURES 7 TQI & Local Safety Award 8 APC Presents the 2020 Industry Advocates Educate Key Winners Showcase Industry’s Best TQI Awards Virtually 20 Lawmakers By Robert E. Latham, CAE 42nd APC/PennDOT/PA Turnpike APC, Keystone Coalition Testify APC Executive Vice President 12 22 Fall Seminar Cannot be Stopped in House Committee Hearings Understanding the 75/125 Rule 28 14 PA Townships Working to 24 Introducing: APC by James W. Kutz, Esquire, Improve Local Infrastructure Annual Partnerships! McNees, Wallace & Nurick LLC 16 Addressing the GROWING Issue 26 Stahl to be Honored with 32 Industry Briefs of Transportation Funding 2020 James J. Skelly Award 34 Advertisers Index ON THE COVER: 2020 TQI Partnering Award winning Replacement of Bridge No. EB-117 MP 238.09 (Demolition portion of existing structure). Highway Builder is published for the Associated Pennsylvania Constructors. Circulation covers highway and heavy constructors in Pennsylvania and surrounding states. Miscellaneous coverage throughout United States. Circulation also includes engineers, public officials, suppliers, equipment dealers, and others allied with the highway industry. 800 North Third St., Ste. 500 • Harrisburg, PA 17102 • phone: 717.238.2513 • fax: 717.238.5060 4 HIGHWAY BUILDER Fall 2020 LESS AIR, MORE ENERGY Originally built for the dock building industry, Pile Master® air hammers are designed for driving timber, h-pile, pipe, and prestressed concrete piles. With an optional sheet pile adapter, the Pile Master is also a great choice for driving steel sheet piles in soil conditions where a vibratory hammer cannot drive the sheets to the required depth. Hammers can be guided for use with 21” or 26” pile driving leads or freely suspended with an extended base. Pile Master air hammers are known for their e iciency—producing up to 90% energy transfer into the pile while using an air compressor as small as 185 CFM. Request more information today. 904 874 6557 pilemasterUS.com www.paconstructors.org 5 Pile-Master-Ad-Highway-Builder-8.5x11.indd 1 9/9/20 2:13 PM ASSOCIATED Jay Cleveland Matthew R. Shorb Paul I. Detwiler, III Michael J. Sis PENNSYLVANIA Roger Drake Clayton Stahl CONSTRUCTORS Michael J. Driscoll, Jr. Robert N. Striewig, Jr. Mark S. Eckman Andrew Swank Barry A. Epley Fred Thompson 2020 Officers & Directors Ricke C. Foster Rich Truxel Michael B. Glezer James W. Van Buren OFFICERS Michael Hawbaker Thomas Westrom President Roy Heim Kent Wible Charles J. Niederriter Max J. Hempt R. Wayne Willey Craig A. Hoogstraten Kenneth L. Wolf Vice President Kevin L. Johnson Albert D. Hoffman John R. Kibblehouse, Jr. LIFE DIRECTORS Ryan King James J. Anderson OFFICIAL PUBLICATION OF THE Treasurer Patrick Kinsley Robert R. Buckley S. Scott Grannas Jeffrey C. Lamb Geoffrey W. Clarke ASSOCIATED PENNSYLVANIA CONSTRUCTORS John Laver, IV Timothy J. Crotty Executive Vice President Kevin Loftus William J. Cummings Robert E. Latham, CAE Dennis A. Luzier David L. Dillon EDITOR – Kimberly Maiolo Joseph M. Martosella, Jr. Michael Driscoll, Jr. DISTRICT VICE Joseph M. Martosella, III Cyril C. Dunmire, Jr. [email protected] PRESIDENTS James Marzolino James F. Eckman Owen J. McCormick Owen J. McCormick Dominic P. Girondo Michael Hawbaker George E. Mezey Daniel R. Hawbaker PUBLICATION PREPARATION – TriAd Marketing & Media James R. Parsons Ali Mills Max J. Hempt 371 County Line Rd. W. • Westerville, Ohio 43082 Thomas Quinnan Seth Myers Craig A. Hoogstraten Roy Heim Lea Nadler John R. Kibblehouse, Sr. Teresa Keller, Content Manager Ricke Foster James R. Parsons John J. McCormick, Jr. David Patterson James D. Morrissey, Jr. Mark S. Eckman S. Scott Grannas Melinda Peters Stephen M. Muck LAYOUT & DESIGN – TriAd Marketing & Media Paul Roman Frank Piedimonte Michael A. Palo Arik S. Quam Bruce B. Rambo ADVERTISING SALES Charles J. Niederriter – Mark Wolf Clayton Stahl Thomas Quinnan Wayne M. Schug 866.679.9340 or [email protected] Steven J. Reed Kevin R. Schultz BOARD OF DIRECTORS Megan Ritchey Richard E. Wagman Greg Andricos Scott L. Rocuskie Kenneth Wolf PRINTER – Capitol Citicom Inc. Roseline Bougher Paul Roman Paul Cameron Mark W. Schug STRUCTURE DEMOLITION PLANS ▪ SUPPORT OF EXCAVATION ▪ DEMOLITION PLANS ▪ BEAM ERECTION PLANS ▪ OVERHANG DESIGN ▪ STREAM DIVERSION ▪ SECONDARY BEAM BRACING ▪ LIFTWorking PLANS with ▪ DEMOLITION Grace PLANS ▪ CRANE PLACEMENT PLANS ▪ SUPPORT OF EXCAVATIONIndustries of▪ Bath,OVERHANG PA, CERTIFICATION ▪ BEAM ERECTION PLANS ▪ OVERHANG DESIGNwe ▪ STREAMdeveloped DIVERSION a Demo- ▪ SECONDARY BEAM BRACING ▪ LIFT PLANS ▪ OVERHANG CERTIFICATIONlition Plan for the▪ CRANEre- PLACEMENT PLANS ▪ SUPPORT OF EXCAVATION ▪ DEMOLITION PLANS ▪ BEAM ERECTION moval of box beams PLANS ▪ OVERHANG DESIGN ▪ STREAM DIVERSION ▪ SECONDARY BEAM BRACING ▪ LIFT PLANS ▪ DEMOLITION PLANS ▪ CRANE PLACEMENT PLANS ▪ SUPPORTfrom the OF Hartz EXCAVATION Mill ▪ OVERHANG CERTIFICATION ▪ BEAM ERECTION PLANS ▪ OVERHANGBridge. DESIGN Grace ▪is STREAM a cus- DIVERSION ▪ SECONDARY BEAM BRACING ▪ LIFT PLANS ▪ DEMOLITIONtomer for PLANS more ▪than CRANE 10 PLACEMENT PLANS ▪ SUPPORT OF EXCAVATION ▪ OVERHANG-years. CERTIFICATION We value ▪ BEAMrela- ERECTION PLANS ▪ OVERHANG DESIGN ▪ STREAM DIVERSION ▪ SECONDARY BEAM BRACING ▪ tionships with all of our LIFT PLANS ▪ DEMOLITION PLANS ▪ CRANE PLACEMENT PLANS ▪ SUPPORT OF EXCAVATION ▪ OVERHANG CERTIFICATION ▪ BEAM ERECTION PLANS ▪ OVERHANGclients. DESIGN ▪ STREAM DIVERSION ▪ SECONDARY BEAM BRACING ▪ LIFT PLANS ▪ OVERHANG CERTIFICATION ▪ 3417 Main Street P.O. Box 742 CONTACT US Morgantown, PA 19543 610.913.5680 FOR A QUOTE! www.witmanengineers.com [email protected] 6 HIGHWAY BUILDER Fall 2020 EVP Column These agencies and firms demonstrated a commitment to moving our industry forward and enhancing quality. TQI & LOCAL SAFETY AWARD While our 2020 TQI Partnering, Community Connections and Diversity Awards had to be delivered virtually, we are proud of the fine WINNERS SHOWCASE work of all the teams recognized. Take a moment and review the article that highlights these achievements on page 8. INDUSTRY’S BEST For 38 years, the Pennsylvania Highway Information Association (PHIA) has been working with townships and boroughs to recognize by Robert E. Latham, CAE, APC Executive Vice President local governments’ work to enhance safety, convenience, and quality of life in their communities. The annual PHIA and PennDOT Road and Bridge Safety Improvement Awards recognize four outstanding projects across the Commonwealth. Learn about them in this issue on page 14. APC Moves Forward with Funding Plan as Pressure Mounts on It is important to remind Motor License Fund ourselves and our customers There
Recommended publications
  • United States Department of the Interior National Park Service
    NPS Form 10*00* OMB Approval No. 101+0018 United States Department of the Interior National Park Service Pennsylvania Department of Transportation Owned Highway Bridges Section number 7 Page 1 Bridges included in Pennsylvania Historic Highway Bridges Thematic Group Stone Arch Bridges S-l Pondtown Mill Bridge Unknown L.R. 01009, Adams County S-2 Bridge in Jefferson Borough 1901 L.R. 02085, Allegheny County S-3 Bridge in Shaler Township 1915 L.R. 02349, Allegheny County S-4 "S" Bridge 1919 L.R. 06024, Berks County S-5 Bridge in Albany Township 1841 L.R. 06172, Berks County S-6 Bridge in Yardley Borough 1889 L.R. 09023, Bucks County S-7 Newtown Creek Bridge 1796 L.R. 09042, Bucks County Listed on the National Register as part of the Newtown Historic District (Boundary Increase: Sycamore Street Extension) on February 25, 1986 S-8 Bridge in Buckingham Township 1905 L.R. 09049, Bucks County S-9 Bridge in Solebury Township 1854 L.R. 09066, Bucks County Listed on the National Register as part of the Carversville Historic District on December 13, 1978. S-10 Lilly Bridge 1832 L.R. 276, Cambria County S-ll Bridge in Cassandra Borough 1832 L.R. 276, Cambria County S-12 Lenape Bridge 1911-1912 L.R. 134, Chester County S-13 County Bridge #101 1918 L.R. 173, Chester County S-l5 Bridge in Tredyffrin Township Unknown L.R. 544, Chester County NPS Form 10-900-a OMB No. 1024-0018 (342) Expires 10-31-87 United States Department of the Interior National Park Service National Register of Historic Places Inventory—Nomination Form Pennsylvania Department of Transportation Owned Highway Bridges Continuation sheet Item number Page 2 S-16 Marshall's Bridge 1903 L.R.
    [Show full text]
  • Historic Highway Bridges in Maryland: 1631-1960: Historic Context Report
    HISTORIC HIGHWAY BRIDGES IN MARYLAND: 1631-1960: HISTORIC CONTEXT REPORT Prepared for: Maryland State Highway Administration Maryland State Department of Transportation 707 North Calvert Street Baltimore, Maryland 21202 Prepared by: P.A.C. Spero & Company 40 West Chesapeake Avenue, Suite 412 Baltimore, Maryland 21204 and Louis Berger & Associates 1001 East Broad Street, Suite 220 Richmond, Virginia 23219 July 1995 Revised October 1995 Acknowledgements "Historic Highway Bridges in Maryland: 1631-1960: Historic Context Report" has been prepared with the generous assistance of the Maryland Department of Transportation, State Highway Administration's Environmental Management Section and Bridge Development Division, and the historic and cultural resources staff of the Maryland Historical Trust. The preparers of this report would like to thank Cynthia Simpson, Rita Suffness, and Bruce Grey of the State Highway Administration Environmental Management Section, and Jim Gatley, Alonzo Corley, and Chris Barth of the State Highway Administration Bridge Development Division for their aid in providing access to key research materials. Thanks are also extended to Ron Andrews, Beth Hannold, Bill Pencek, Mary Louise de Sarran, and Barbara Shepard--all of the staff of the Maryland Historical Trust, and to the members of the Advisory Committee appointed to review this report. In addition we extend special appreciation to Rita Suffness, Architectural/Bridge Historian for the Maryland State Highway Administration, for providing us with numerous background materials, analyses, research papers, histories, and a draft historic bridge context report which she authored, for use in preparing this report. The final report was prepared by P.A.C. Spero & Company. Research, analysis, graphics preparation, and report writing were conducted by Paula Spero, Michael Reis, James DuSel, Kate Elliot, Laura Landefeld, and Deborah Scherkoske of P.A.C.
    [Show full text]
  • Our 106Th Yea R
    PHILADELPHIA SECTION AMERICAN SOCIETY OF CIVIL ENGINEERS Web site: http://www.asce-philly.org National ASCE Central Number 1-800-548-ASCE • Toll Free The Sidney Robin Memorial Newsletter of the Philadelphia Section ASCE th Vol. 91-2 Our 106 Yea r October 2018 ASCE VISION OCTOBER DINNER MEETING Civil Engineers are global leaders building a American Society of Civil Engineers, Philadelphia Section better quality of life. ASCE MISSION THURSDAY, OCTOBER 11, 2018 Provide essential value to our members and Maggiano’s Little Italy, 1201 Filbert Street (corner of 12th Street), Center City partners, advance Civil Engineering, and Cocktails 5:30 PM, Dinner 6:30 PM, Meeting Presentation Follows (approximately 7:30 PM) serve the public good. SUBJECT: Lessons Learned on the Vine Street Expressway Project SPEAKER: James Pezzotti, PE, Associate Vice President/Senior Bridge Engineer, Pennoni Associates SECTION MEETING RESERVATION DEADLINE – THURSDAY, OCTOBER 4. The cost per attendee is $40, with a half-price ($20) cost for government agency employees and students, for reservations received by SCHEDULE 2018-19 this deadline. The Section Meeting program for the upcoming Reservations can be made through our website (www.asce-philly.org) and paid via PayPal or check. season is starting to take shape. Our meeting pro- This option will NOT be available after the reservation deadline. Checks will be accepted at the res- gram committee is busy lining up speakers and ervation table at the door. Reservations received after the deadline and “walk-ups” without prior topics for what we hope will be an interesting and reservations will be charged $50 (government agency employees and students will be charged the regular $20 rate), and will be subject to acceptance on a space-available/standby basis.
    [Show full text]
  • A Context for Common Historic Bridge Types
    A Context For Common Historic Bridge Types NCHRP Project 25-25, Task 15 Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 NCHRP Project 25-25, Task 15 A Context For Common Historic Bridge Types TRANSPORATION RESEARCH BOARD NAS-NRC PRIVILEGED DOCUMENT This report, not released for publication, is furnished for review to members or participants in the work of the National Cooperative Highway Research Program (NCHRP). It is to be regarded as fully privileged, and dissemination of the information included herein must be approved by the NCHRP. Prepared for The National Cooperative Highway Research Program Transportation Research Council National Research Council Prepared By Parsons Brinckerhoff and Engineering and Industrial Heritage October 2005 ACKNOWLEDGEMENT OF SPONSORSHIP This work was sponsored by the American Association of State Highway and Transportation Officials in cooperation with the Federal Highway Administration, and was conducted in the National Cooperative Highway Research Program, which is administered by the Transportation Research Board of the National Research Council. DISCLAIMER The opinions and conclusions expressed or implied in the report are those of the research team. They are not necessarily those of the Transportation Research Board, the National Research Council, the Federal Highway Administration, the American Association of State Highway and Transportation Officials, or the individual states participating in the National Cooperative Highway Research Program. i ACKNOWLEDGEMENTS The research reported herein was performed under NCHRP Project 25-25, Task 15, by Parsons Brinckerhoff and Engineering and Industrial Heritage. Margaret Slater, AICP, of Parsons Brinckerhoff (PB) was principal investigator for this project and led the preparation of the report.
    [Show full text]
  • ACKERLY CREEK BRIDGE South Turnpike Road (S.R. 4011) D a 11
    ACKERLY CREEK BRIDGE HAER No. PA-407 South Turnpike Road (S.R. 4011) D a 11 o n: Lackawanna County Pennsylvania #W*A f\ PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN ENGINEERING RECORD National Park Service Northeast Region Philadelphia Support Office U.S. Custom House 200 Chestnut Street Philadelphia, P.A. 19106 HISTORIC AMERICAN ENGINEERING RECORD ACKERLY CREEK BRIDGE HAER No. EA-407 Location; South Turnpike Road (S.R. 4011) Dal ton Lackawanna County. Pennsylvania UTM: 18.438645.4597550 Quad: Dalton, Pennsylvania, 1:24,000 Date of Construction: 1904; 1929 Engineer: Not known Fabricator: Not known Owner: Commonwealth of Pennsylvania Department of Transportation Transportation and Safety Building Harrisburg, Pennsylvania 17120 Present Use: Vehicular bridge Significance: Ackerly Creek Bridge, originally constructed in 1904 and partially rebuilt in 1929, is an early Pennsylvania example of a reinforced concrete, single span, arched vehicular bridge. Project Information: Pennsylvania Department of Transportation evaluations have indicated that the bridge is structurally deficient due to major deterioration of most concrete members. In several areas, reinforcing bars are exposed and are deteriorating. In addition, the skew of the bridge and the angles of the approach road limit sight distances. Rehabilitation of the bridge has been determined unfeasible. To mitigate the adverse effect of demolition, a Memorandum of Agreement (MOA) was executed among the Federal Highway Administration, the Pennsylvania Department of Transportation, and the Pennsylvania State Historic Preservation Officer. The MOA stipulates that the existing bridge be recorded to standards of the Historic American Engineering Record. Documentation: Richard Meyer/Senior Project Manager Douglas C. McVarish/Project Architectural Historian John Milner Associates, Inc.
    [Show full text]
  • 5. PENNYPACK PARK MASTER PLAN Fairmount Park System Natural Lands Restoration Master Plan Mainstem of Pennypack Creek
    5. PENNYPACK PARK MASTER PLAN Fairmount Park System Natural Lands Restoration Master Plan Mainstem of Pennypack Creek. 5.A. T ASKS A SSOCIATED W ITH R ESTORATION A CTIVITIES 5.A.1. Introduction The project to prepare a natural lands restoration master plan for Pennypack Park began in October 1997. Numerous site visits were conducted in Pennypack Park with the Fairmount Park Commission (FPC) District #5 Manager and staff, community members, Natural Lands Restoration and Environmental Education Program (NLREEP) and ANSP staff. Informal meetings at the Park’s district office were held to solicit information and opinions, and ANSP participated in the NLREEP Technical Advisory Committee (TAC) meetings in March and October 1998. These meetings were used to solicit ideas and develop contacts with other environmental scientists and land managers. A meeting was also held with ANSP, NLREEP and FPC engineering staff to discuss completed and planned projects in, or affecting, the natural lands in Pennypack Park. A variety of informal contacts, such as speaking at meetings of Friends groups and other clubs and discussions during field visits provided additional input. ANSP, NLREEP and the Philadelphia Water Department (PWD) set up a program of quarterly meetings to discuss various issues of joint interest. These meetings are valuable in obtaining information useful in planning restoration and in developing concepts for cooperative programs. As a result of these meetings, PWD staff reviewed the list of priority stream restoration sites proposed for the Pennypack Park. 5.A.2. Community Meetings As part of the planning process, NLREEP held two community meetings and conducted a community mapping initiative to solicit citizen attitudes and information on park use and conditions.
    [Show full text]
  • Pennypack Park
    Pennypack Park Pennypack Park originated in 1910 when the need to provide additional public open space was perceived. By 1916 a significant proportion of the 1,750 acre park was in city ownership. Today the park supports significant areas of natural habitat intermixed with conventional parklands, playgrounds, and athletic fields. Pennypack Creek has tidal flow up to the Frankford Avenue Bridge where a natural falls has slowed erosion of the river. These falls were the impetus for early development in the area as they acted as a natural dam for mills to draw water from. The first mill built on Pennypack Creek was constructed in 1687 with the creek supporting 30 mills by 1800. These mills grew in size and their affect on the creek continued to increase with the advancements of the industrial revolution. Further impacts on the park were generally limited until Species of Concern documented after World War II when the upper watershed of at Pennypack on the Delaware Park Osprey Pandion haliaetus Bird the area was developed. This greatly decreased Marsh wren Cistothorus palustris Bird the amount of permeable surfaces causing an Halloween pennant Celithemis eponina Dragonfly increase in storm flows and a decrease in base annual wild rice Zizania aquatica Plant flows for the creek. field dodder Cuscuta pentagona Plant multiflowered mud-plantain Heteranthera multiflora Plant river bulrush Schoenoplectus fluviatilis Plant Efforts to increase the amount of permeable salt-marsh water-hemp Amaranthus cannabinus Plant surface within the watershed, increase showy bur-marigold Bidens laevis Plant groundwater infiltration and recharge, and manage subulate arrowhead Sagittaria subulata Plant storm water flows could mitigate the damage done swamp beggar-ticks Bidens bidentoides Plant to the creek and restore some of the lost species and ecological functions.
    [Show full text]
  • Appendix EE.09 – Cultural Resources
    Appendix EE.09 – Cultural Resources Tier 1 Final EIS Volume 1 NEC FUTURE Appendix EE.09 - Cultural Resources: Data Geography Affected Environment Environmental Consequences Context Area NHL NRHP NRE NHL NRHP NRE NHL NRHP NRE NHL NRHP NRE NHL NRHP NRE NHL NRHP NRE State County Existing NEC including Existing NEC including Existing NEC including Preferred Alternative Preferred Alternative Preferred Alternative Hartford/Springfield Line Hartford/Springfield Line Hartford/Springfield Line DC District of Columbia 10 21 0 10 21 0 0 3 0 0 4 0 49 249 0 54 248 0 MD Prince George's County 0 7 0 0 7 0 0 0 0 0 2 0 1 23 0 1 23 0 MD Anne Arundel County 0 3 0 0 3 0 0 0 0 0 1 0 0 8 0 0 8 0 MD Howard County 0 1 0 0 1 0 0 0 0 0 0 0 1 3 0 1 3 0 MD Baltimore County 0 0 0 0 0 0 0 0 0 0 0 0 0 9 0 0 10 0 MD Baltimore City 3 44 0 3 46 0 0 1 0 0 5 0 25 212 0 26 213 0 MD Harford County 0 5 0 0 7 0 0 0 0 0 2 0 1 12 0 1 15 0 MD Cecil County 0 6 2 0 8 2 0 0 2 0 1 2 0 11 2 0 11 2 DE New Castle County 3 64 2 3 67 2 0 2 1 0 5 2 3 187 1 4 186 2 PA Delaware County 0 4 0 1 5 0 0 0 0 0 0 0 1 18 0 1 18 0 PA Philadelphia County 9 85 1 10 87 1 0 2 1 3 4 1 57 368 1 57 370 1 PA Bucks County 3 8 1 3 8 1 0 1 1 1 1 1 3 15 1 3 15 1 NJ Burlington County 0 0 0 0 0 0 0 0 0 0 0 0 1 17 0 1 17 0 NJ Mercer County 1 9 1 1 10 1 0 0 2 0 0 2 5 40 1 6 40 1 NJ Middlesex County 1 20 2 1 20 2 0 0 1 0 1 1 1 42 2 1 42 2 NJ Somerset County 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 0 NJ Union County 1 9 1 1 10 1 0 1 1 0 2 1 2 17 1 2 17 1 NJ Essex County 1 24 1 1 26 1 0 1 1 0 1 1 1 65 1 1 65 1 NJ Hudson County
    [Show full text]
  • HENRY AVENUE BRIDGE HAER No. PA-464 (Wissahickon Memorial Bridge) Pennsylvania Historic Bridges Recording Project Spanning Wissahickon Creek at Henry Ave
    HENRY AVENUE BRIDGE HAER No. PA-464 (Wissahickon Memorial Bridge) Pennsylvania Historic Bridges Recording Project Spanning Wissahickon Creek at Henry Ave. (State Rt. 4001) Philadelphia QAAJL. (j-',^yA &V■■ Philadelphia County Pennsylvania PHOTOGRAPHS WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN ENGINEERING RECORD National Park Service 1849 C Street, NW Washington, DC 20240 HISTORIC AMERICAN ENGINEERING RECORD HENRY AVENUE BRIDGE (Wissahickon Memorial Bridge) HAERNo.PA-464 Location: Spanning Wissahickon Creek and Lincoln Dr. at Henry Ave. (State Rt. 4001), Philadelphia, Philadelphia County, Pennsylvania. USGS Quadrangle: Germantown, Pennsylvania (7.5-minute series, 1983). UTM Coordinates: 18/483250/4430240 Dates of Construction: 1930-32. Designer: Ralph Modjeski and Clement E. Chase, engineers; George S. Webster, consulting engineer; Paul P. Cret, consulting architect. Contractor: Francis A. Canuso and Son. Present Owner: Pennsylvania Department of Transportation. Present Use: Vehicular bridge. Significance: This single-span, two-ribbed reinforced concrete arch bridge soars high over the Wissahickon Creek in Philadelphia's Fairmount Park. It is a late example of a masonry-clad reinforced concrete arch bridge — a common design for concrete bridges in parks and cities in the early twentieth century. The visually dramatic bridge features a 288'-0" main span with open-spandrel arches, rusticated piers, and unusual architectural details. Plans provided yet-unused space for a transit line running through the bridge. The bridge's design was supervised by prolific engineer Ralph Modjeski, whose firm retained well-known Philadelphia architect Paul Cret as an architectural consultant. The Henry Avenue Bridge was listed in the National Register of Historic Places in 1988. Historian: J. Philip Gruen, August 1997.
    [Show full text]
  • Society for Industrial Archeology Conference
    SOCIETY FOR INDUSTRIAL ARCHEOLOGY CONFERENCE 48th ANNUAL JUNE 6 - 9, 2019 ILLINOIS CHICAGO, CONFERENCE PROGRAM TIME ADLER BURNHAM C BURNHAM A & B CLARK MY KIND OF TOWN HISTORIC BRIDGES I RAILROADS AND COTTON TICCIH AND WORLD HERITAGE Ellen Stoner - “The History of Chicago’s Union Katie Ohland - “Repairing Concrete on Minne- Matthew Kierstead - “‘Large and Lofty’: HAER Patrick Martin - “TICCIH and World Heritage Station” sota’s Historic Bridges” Documentation of the Erie Railroad’s 1875 on the Global Stage” Marlise Fratinardo - “Technological and Cultural Steve Walton - “Lasagna Bridges? The Joliet Portage Viaduct” Miles Oglethorpe - “Demonstrating The Value 8:00-9:45 AM Impacts of the Northwestern Elevated Railway” Bridge & Iron Co., Its History, and Questions Robert A. Booth Jr. & Amy Kellett - “Salem’s Of Industrial Heritage on the World Stage Scott Utter - “Rapid Transit Station Design About a Signature Bridge Detail” Naumkeag Steam Cotton Company” Mark Watson - “Abutments To Outstanding in the context of Chicago’s Northwestern Paul King - “Roebling, Before the Bridge” Fred Ash abstract - “Smoke on the Water: The Universal Value. DeLony and Waddell’s Com- Elevated Railway” Michael Cuddy - “Frankford Avenue Bridge: Illinois Central Railroad Along Chicago’s Lake parisons of Steel Cantilever Bridges” Graham Garfield - “Rapid Transit Station De- Rehabilitation of the Oldest Bridge in the Front” Phyllis Ellin - “The U.S. World Heritage Tenta- sign in the Context of Chicago’s Northwestern United States” tive List and Industrial Heritage”
    [Show full text]
  • Dauberville Bridge 06/22/1988
    Survey Ntunber: C-8 Bridge Name and Address: Dauberville Bridge L.R. 06036 over Schuylkill River Berks County Owner: Commonwealth of Pennsylvania Department of Transportation Transportation & Safety Building Harrisburg, Pennsylvania 17120 Statement of Significance; Daxjberville Bridge is a good example of an early twentieth century multiple-span concrete arch bridge. Constructed in 1908, this early multiple span concrete bridge comprises four arches, each spanning 75 feet. Like the other Berks County concrete arches, the solid parapets are articulated with simple scored lines. This bridge stands out in the nominated group as a skillfully designed example of an early multiple arch concrete bridge. Built in a rural village by L. H. Focht & Sons, contractors, and designed by N. M. Davis engineer, its graceful humpback and elliptical arches exemplify the design care taken with early concrete arch bridges. Area of Significance; Engineering Boundary Description: The nominated property consists of a 408 feet long by 25 feet wide rectangle whose vertices coincide with the outside corners of the bridge's railings, and includes only superstructure and substructure. Acreage of Nominated Property: Less than one acre. MAY i n |Q8f PENNSYLVANIA HISTORIC RESOURCE SURVEY FORM Bureau for Historic Preservation Box 1026 9. HISTORICAL DATA PA Historical & Museum Cominission Harrisburg, PA 17120 M ! c - o-z 8. USGS QUAD. Temple, PA Designer/Engineer: Davis, N. M. (ts 9 UTM's: Zone 18 E l4 ll l7 ll l7 lo Builder/Contractor: X- N |4 4 7|8|7|2|0 L. H. Focht & Sons X E c Bridge Company: TQ N O Unknown 10. SITE PLAN i Date(s): 1908 ; basis PennDOT Records 1908 ; basis piaque on Bridge ; basis L.R.
    [Show full text]
  • Steven Singer: a Person We Love to Hate!
    GREATER NORTHEAST PHILADELPHIA CHAMBER OF COMMERCE SUMMER 2017 Steven Singer: A person we love to hate! Also in this issue: Women in Business: Jazz Age on the Things to do in A Huge Success! Delaware Northeast Philly at Glen Foerd this Summer B Burns Family Funeral Homes Family Owned & Operated Since 1939 Burns Funeral Home, Inc. Joseph J. Burns - Supervisor 1428 E. Columbia Avenue, Philadelphia, PA 19125 215-634-6858 Burns Funeral Home, Inc. Gerard J. Burns - Supervisor 9708 Frankford Avenue, Philadelphia, PA 19114 215-637-1414 Martin J. Burns Funeral Home, Inc. Lisa Burns Campbell - Supervisor 1514 Woodbourne Road, Levittown, PA 19057 215-547-3040 www.burnsfuneralhome.com Meet the Board Pam Henshall, President Greater Northeast Philadelphia Chamber of Commerce BOARD OF DIRECTORS EXECUTIVE Nancy Morozin, Chair The Dining Car Sister Maureen McGarrity, CSFN, PhD, Vice-Chair Holy Family University Letter from the President: Daniel P. McElhatton, Esq., Consulting Chair “Summer afternoon – summer afternoon; to me those have McElhatton Foley, P.C. always been the two most beautiful words in the English Robert Medlock, Jr., Vice President M&T Bank language.” – Henry James Jenny Pike, CPA, Treasurer CBIZ MHM, LLC It’s summertime in Northeast Philadelphia, and thoughts Edward McBride, Vice President turn to backyard barbeques, ballgames, block parties, PECO Frank M. Porrazza, Vice President and, of course, trips to the Jersey Shore and Pocono PNC Bank Mountains. Rodney C. Sandmeyer, Vice President Sandmeyer Steel Company Our Summer 2017 edition is packed with information George Zauflik, Vice President and fun stuff about the season and great places to visit Cardone Industries and enjoy.
    [Show full text]