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NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5
NON-TIDAL BENTHIC MONITORING DATABASE: Version 3.5 DATABASE DESIGN DOCUMENTATION AND DATA DICTIONARY 1 June 2013 Prepared for: United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, Maryland 21403 Prepared By: Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 Prepared for United States Environmental Protection Agency Chesapeake Bay Program 410 Severn Avenue Annapolis, MD 21403 By Jacqueline Johnson Interstate Commission on the Potomac River Basin To receive additional copies of the report please call or write: The Interstate Commission on the Potomac River Basin 51 Monroe Street, PE-08 Rockville, Maryland 20850 301-984-1908 Funds to support the document The Non-Tidal Benthic Monitoring Database: Version 3.0; Database Design Documentation And Data Dictionary was supported by the US Environmental Protection Agency Grant CB- CBxxxxxxxxxx-x Disclaimer The opinion expressed are those of the authors and should not be construed as representing the U.S. Government, the US Environmental Protection Agency, the several states or the signatories or Commissioners to the Interstate Commission on the Potomac River Basin: Maryland, Pennsylvania, Virginia, West Virginia or the District of Columbia. ii The Non-Tidal Benthic Monitoring Database: Version 3.5 TABLE OF CONTENTS BACKGROUND ................................................................................................................................................. 3 INTRODUCTION .............................................................................................................................................. -
Field Testing and Structural Analysis of Burr Arch Covered Bridges in Pennsylvania
Field Testing and Structural Analysis of Burr Arch Covered Bridges in Pennsylvania Douglas Rammer1, James Wacker2, Travis Hosteng3, Justin Dahlberg4 and Yaohua Deng5 ABSTRACT: The Federal Highway Administration sponsored a comprehensive research program on Historic Covered Timber Bridges in the USA. This national program's main purpose is to develop improved methods to preserve, rehabilitate, and restore timber bridge trusses that were developed during the early 1800s and, in many cases, are still in service today. One of the many ongoing research studies is aimed at establishing a procedure for safely and reliably load- rating historic covered bridges though physical testing and improved structural modelling. This paper focuses on recent field work and analysis of four Burr Arch through-truss-type covered bridges located in Lancaster County, Pennsylvania. An overview of field evaluation methods, loading testing, and structural modelling procedures are included along with a comparison of field measurements and structural model prediction of bridge behaviour. KEYWORDS: loading rating, structural analysis, covered bridges, historical landmark, burr arch 1 INTRODUCTION 123 established for historic covered bridges. Given the historic nature and unusual geometric features of these The Federal Highway Administration (FHWA), in structures, a procedure needs to be established detailing partnership with the USDA Forest Products Laboratory how to safely and reliably determine load ratings for and the National Park Service (NPS), sponsored a historic covered timber bridges through physical testing. comprehensive national research program on Historic Covered Timber Bridges in the USA. The main purpose Similarly, the complex behavior and unique details of is to develop improved methods to preserve, rehabilitate, covered bridges make structural modeling a daunting task and restore timber bridge trusses that were first developed for the typical bridge engineer. -
Historic Bridges of Somerset County Pennsylvania
HISTORIC BRIDGES OF SOMERSET COUNTY PENNSYLVANIA Scott D. Heberling Pennsylvania Department of Transportation Federal Highway Administration HISTORIC BRIDGES OF SOMERSET COUNTY PENNSYLVANIA Scott D. Heberling Photographs by Scott D. Heberling and Stephen Simpson except as noted Layout and design by Christopher Yohn This publication was produced by Heberling Associates, Inc. for the Pennsylvania Department of Transportation and the Federal Highway Administration © 2010 Pennsylvania Department of Transportation ISBN-10: 0-89271-126-4 ISBN-13: 978-0-89271-126-0 CONTENTS 1 Somerset County’s Historic Bridges 3 Bridge Building in Pennsylvania 6 Stone Arch Bridges 10 Wooden Covered Bridges 21 Metal Truss Bridges 35 Concrete Bridges 43 Bridge Location Map 44 Sources Glessner Bridge Salisbury Viaduct Somerset County’s Historic Bridges Somerset County, high in the Laurel Highlands of southwestern Pennsylvania, is renowned for its stunning natural beauty and expansive rural landscapes. It is also rich in history. The county’s many historic farms, villages, and winding country roads contribute to a strong “sense of place” that appeals to residents and visitors alike. The people who have called Somerset County home for thousands of years have created a unique cultural environment unlike any other. From the ancient settlements in the “Turkeyfoot” region of the south, to the rolling farm country of Brothers Valley in the center, to the coal patch towns of the north, history is everywhere in Somerset County. Something interesting always seems to lie just around the next bend in the road. The county’s development was shaped by its hydrology and rugged topography. Although its forested hills hid immeasurable mineral wealth just below the surface they also limited the areas suitable for settlement and agriculture. -
Shamokin Creek Site 48 Passive Treatment System SRI O&M TAG Project #5 Request #1 OSM PTS ID: PA-36
Passive Treatment Operation & Maintenance Technical Assistance Program June 2015 Funded by PA DEP Growing Greener & Foundation for PA Watersheds 1113102 Stream Restoration Incorporated & BioMost, Inc. Shamokin Creek Site 48 Passive Treatment System SRI O&M TAG Project #5 Request #1 OSM PTS ID: PA-36 Requesting Organization: Northumberland County Conservation District & Shamokin Creek Restoration Alliance (in-kind partners) Receiving Stream: Unnamed tributary (Shamokin Creek Watershed) Hydrologic Order: Unnamed tributaryShamokin CreekSusquehanna River Municipality/County: Coal Township, Northumberland County Latitude / Longitude: 40°46'40.152"N / 76°34'39.558"W Construction Year: 2003 The Shamokin Creek Site 48 (SC48) Passive Treatment System was constructed in 2003 to treat an acidic, metal-bearing discharge in Coal Township, Northumberland County, PA. Stream Restoration Inc. was contacted by Jaci Harner, Watershed Specialist, Northumberland County Conservation District (NCCD), on behalf of the Shamokin Creek Restoration Alliance (SCRA) via email on 8/2/2011 regarding problems with the SC48 passive system. Cliff Denholm (SRI) conducted a site investigation on 9/19/2011 with Jaci Harner and SCRA members Jim Koharski, Leanne Bjorklund, and Mike Handerhan. According to the group, the system works well; however, they were experiencing problems with the SC48 system intake pipe. An AMD- impacted stream is treated by diverting water into a passive system via a small dam and intake pipe. During storm events and high-flow periods, however, erosion with sediment transport takes place which results in a large quantity of sediment including gravel-sized material being deposited in the area above the intake as well as within the first settling pond. -
Bridge Summary
BRIDGE SUMMARY KEY PBB Prestressed Butted Boxes PIB Prestressed I-Beams Each bridge has data listed on three lines, the top line being structure specific PSB Prestressed Spread Boxes information, the second line being comments and roadway specific information. PSC Prestressed Concrete The third line being the condition of major elements of the bridge. PSS Prestressed Solid Slabs PTB Prestressed Tee Beams The Top line consists of PVS Prestressed Voided Slabs SA Steel Arch Bridge Coordinate Number SRF Steel Rigid Frame Facility Carried by the Structure SWING Swing Bridge Feature Crossed TB Timber Bridge Date of most recent Inspection TB-C Covered Bridge Federal Sufficiency Rating (%) TB-CS Timber Bridge Conc. Slab Owner of the bridge TPG Thru Plate Girder Type of Bridge: TS Timber Slab BAIB Bailey or similar bridge TS-P Prestressed Timber Slab BAS Bascule Span BGB Beam Girder Bridge Width of the bridge CA Concrete Arch Some buried structures are coded with Zero Width CACUL Concrete Arch Culvert Length of the bridge CAR Concrete Arch Rib Number of bridge spans CB Concrete Box A flag indicating that the structure meets the federal definition of a CB-P Concrete Box-Precast bridge CP Concrete Pipe Recommended Weight limit Posting: CRF Concrete Rigid Frame CRF-P Concrete Rigid Frame-Precast E1, E2, C1, C2 & C3 - Restrictions for Certified Vehicles. CS Concrete Slab CPP Corrugated Polymer Pipe NOTE: The NHDOT has taken the position that the Town or City is CTB Concrete Tee Beam responsible for the evaluation of their bridges. Until evaluated, we CTC Concrete Timber Composite recommend all Town and City owned bridges be Posted "E-2". -
2018 Pennsylvania Summary of Fishing Regulations and Laws PERMITS, MULTI-YEAR LICENSES, BUTTONS
2018PENNSYLVANIA FISHING SUMMARY Summary of Fishing Regulations and Laws 2018 Fishing License BUTTON WHAT’s NeW FOR 2018 l Addition to Panfish Enhancement Waters–page 15 l Changes to Misc. Regulations–page 16 l Changes to Stocked Trout Waters–pages 22-29 www.PaBestFishing.com Multi-Year Fishing Licenses–page 5 18 Southeastern Regular Opening Day 2 TROUT OPENERS Counties March 31 AND April 14 for Trout Statewide www.GoneFishingPa.com Use the following contacts for answers to your questions or better yet, go onlinePFBC to the LOCATION PFBC S/TABLE OF CONTENTS website (www.fishandboat.com) for a wealth of information about fishing and boating. THANK YOU FOR MORE INFORMATION: for the purchase STATE HEADQUARTERS CENTRE REGION OFFICE FISHING LICENSES: 1601 Elmerton Avenue 595 East Rolling Ridge Drive Phone: (877) 707-4085 of your fishing P.O. Box 67000 Bellefonte, PA 16823 Harrisburg, PA 17106-7000 Phone: (814) 359-5110 BOAT REGISTRATION/TITLING: license! Phone: (866) 262-8734 Phone: (717) 705-7800 Hours: 8:00 a.m. – 4:00 p.m. The mission of the Pennsylvania Hours: 8:00 a.m. – 4:00 p.m. Monday through Friday PUBLICATIONS: Fish and Boat Commission is to Monday through Friday BOATING SAFETY Phone: (717) 705-7835 protect, conserve, and enhance the PFBC WEBSITE: Commonwealth’s aquatic resources EDUCATION COURSES FOLLOW US: www.fishandboat.com Phone: (888) 723-4741 and provide fishing and boating www.fishandboat.com/socialmedia opportunities. REGION OFFICES: LAW ENFORCEMENT/EDUCATION Contents Contact Law Enforcement for information about regulations and fishing and boating opportunities. Contact Education for information about fishing and boating programs and boating safety education. -
Northumberland County
NORTHUMBERLAND COUNTY START BRIDGE SD MILES PROGRAM IMPROVEMENT TYPE TITLE DESCRIPTION COST PERIOD COUNT COUNT IMPROVED Bridge replacement on Township Road 480 over Mahanoy Creek in West Cameron BASE Bridge Replacement Township Road 480 over Mahanoy Creek Township 3 $ 2,120,000 1 1 0 Bridge Replacement on State Route 1025 (Shakespeare Road) over Chillisquaque BASE Bridge Replacement State Route 1025 over Chillisquaque Creek Creek in East Chillisquaque Township, Northumberland County 1 $ 1,200,000 1 1 0 BASE Bridge Replacement State Route 4022 over Boile Run Bridge replacement on State Route 4022 over Boile Run in Lower Augusta Township 1 $ 195,000 1 0 0 Bridge replacement on State Route 2001 over Little Roaring Creek in Rush BASE Bridge Replacement State Route 2001 over Little Roaring Creek Township 1 $ 180,000 1 1 0 Bridge replacement on PA 405 over Norfolk Southern Railroad in West BASE Bridge Replacement PA 405 over Norfolk Southern Railroad Chillisquaque Township 1 $ 2,829,000 1 1 0 BASE Bridge Rehabilitation PA 61 over Shamokin Creek Bridge rehabilitation on PA 61 over Shamokin Creek in Coal Township 1 $ 850,000 1 0 0 Bridge rehabilitation on PA 45 over Chillisquaque Creek in East Chillisquaque & BASE Bridge Rehabilitation PA 45 over Chillisquaque Creek West Chillisquaque Townships 2 $ 1,700,000 1 0 0 Bridge replacement on State Route 2022 over Tributary to Shamokin Creek in BASE Bridge Replacement State Route 2022 over Tributary to Shamokin Creek Shamokin Township 3 $ 240,000 1 0 0 BASE Bridge Replacement Township Road 631 over -
Bridge Engineering
PND Engineers, Inc., founded in 1979, is a full-service consulting engineering firm that provides civil, marine, geotechnical, structural, surveying, and construction inspection services for a wide range of projects. Tanana River Bridge Work Trestle | Tok, Alaska Koloa Bridge | Tyonek, Alaska HHIGHWAYIGHWAY PEDESTRIAN RECRECRR RRAILROADAILROAD PIPELINE FLOATFLOATII TTEMPORARYEMPORARY PRE-STRESSED C SSTEELTEEL TRUSSBRIDGE CONCRETE SLA Chief Joseph Dam Bridge | Bridgeport, Washington BOX-GIRDERENGINEERING SSTEELT EEL I-GIRDEI-GIRDERR GLULAMPLANNING, TIMBER DESIGN & PERMITTING TRUSS COCOVV Bridge Engineering Capabilities Design Expertise: Highway Bridges Site Selection TTIMBERIMBER WORK ACCESS TRESTRESTT High-Capacity Bridges Geotechnical Analysis Railroad Bridges Hydrology & Hydraulics HHIGHWAYIGHWAY PEDESTRIAN RECRECRR Pipeline Bridges Structural Design & Modeling Pedestrian & Multi-Use Bridges Permitting & Environmental Floating Bridges Seismic Conditions RRAILROADAILROAD PIPELINE FLOATFLOATII Construction/Temporary Bridges Construction Inspection Existing Bridge Evaluations TTEMPORARYEMPORARY PRE-STRESSED C SSTEELTEEL TRUSS CONCRETE SLA P Headquarters: N D Anchorage Office Juneau Office Seattle Office BOX-GIRDER SSTEELT EEL I-GIRDEI-GIRDERR E NGINEERS, I NC. 1506 West 36th Avenue 9360 Glacier Highway, Suite 100 811 First Avenue, Suite 570 Anchorage, Alaska 99503 Juneau, Alaska 99801 Seattle, Washington 98104 GLULAM TIMBER TRUSS COCOVV Phone: 907.561.1011 Phone: 907.586.2093 Phone: 206.624.1387 Fax: 907.563.4220 Fax: 907.586.2099 Fax: 206.624.1388 TTIMBERIMBER HIGHWAY PEDESTRPEDESTRII For additional information please visit our website. www.pndengineers.com RRECREATIONALECREATIONAL RAILROAD P FFLOATINGLOATING TEMPORARYPND PREPRE-- c Copyright 2012, PND Engineers, Inc. CONCRECONCRETET E STEELST EEL TRUSSTE NGINEERS,RUSS I NC. CO P N D HIGHWAY BRIDGES Bridge engineering requires an understanding of not only structural design and analysis but also of the environmental conditions ENGINEERS, INC. -
Anthracite Mine Drainage Strategy Summary
Publication 279a Susquehanna Anthracite Region December 2011 River Basin Commission Mine Drainage Remediation Strategy SUMMARY In 2009, SRBC initiated the he largest source of Anthracite Coal challenging and ambitious one, especially Susquehanna River Basin Twithin the United States is found in light of current funding limitations. Anthracite Region Strategy, which in the four distinct Anthracite Coal However, opportunities exist in the is based on a similar scope of work Fields of northeastern Pennsylvania. Anthracite Coal Region that could completed for the West Branch The four fields – Northern, Eastern- encourage and assist in the restoration Susquehanna Subbasin in 2008. Middle, Western-Middle, and Southern of its lands and waters. – lie mostly in the Susquehanna River In the Anthracite Region, SRBC Basin; the remaining portions are in the For example, the numerous underground is coordinating its efforts with the Delaware River Basin. The Susquehanna mine pools of the Anthracite Region hold Eastern Pennsylvania Coalition watershed portion covers about 517 vast quantities of water that could be for Abandoned Mine Reclamation square miles (Figure 1). utilized by industry or for augmenting (EPCAMR). Sharing data between streamflows during times of drought. EPCAMR’s Anthracite Region The sheer size of these four Anthracite In addition, the large flow discharges Mine Pooling Mapping Initiative Coal Fields made this portion of indicative of the Anthracite Region also and SRBC’s remediation strategy Pennsylvania one of the most important hold hydroelectric development potential is valuable in moving both resource extraction regions in the United that can offset energy needs and, at the initiatives forward. Both agencies States and helped spur the nation’s same time, assist in the treatment of the will continue to work together Industrial Revolution. -
Northumberland County Implementation Plan for the Chesapeake Bay Tributary Strategy A
Northumberland County Implementation Plan For the Chesapeake Bay Tributary Strategy A. County Description “Chesapeake Bay, the Nation’s largest estuary, has been adversely affected by nutrient enrichment. Excessive nutrients have caused eutrophication, contributing to periods of hypoxia (dissolved-oxygen concentrations lower than 1.0 mg/L) and poor water-clarity conditions that deprive living resources of necessary oxygen and sunlight.”(Sprague et. al. 2000) Freshwater source inputs come from a multitude of different sources, with the Susquehanna River contributing 50% of the freshwater to the Bay. Of the total streamflow into the Bay, the Susquehanna River contributes 60%. Of the total nutrient contribution to the Bay, the Susquehanna River contributes 62% of the total nitrogen and 34% of the total phosphorus. Northumberland County, located at the junction of the North and West Branches of the Susquehanna River, is an area of diverse and unique land uses and cultures. With a total area of 460 square miles and a population of 94,428, Northumberland County is, for the majority, a rural county. With a little over 123,500 acres of farm land within the county limits, agriculture has always been and continues to be a substantial amount of the land use in Northumberland County. The culture of Northumberland County is just as diverse as its land use. The east central and west central parts of the county are mostly urban while the northern half of the county brings in some of the Amish community. Northumberland County contributes approximately 3 million pounds of total nitrogen, 73,000 pounds of total phosphorus and 24,000 tons of total sediment to the Bay each year. -
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. -
Table of Contents for "Covered Bridge Topics"
National Society for the Peservation of Covered Bridges Table of Contents for "Covered Bridge Topics" Volume I, No. 1 April 1943 Edited by: Richard Sanders Allen Oregon Bridges Destroyed Additions to Railroad Bridge List Volume I, No. 2 May 1943 Edited by: Richard Sanders Allen The Covered Bridges of the Walloomsac River Save the West Union Bridge Boston and Maine Railroad Bridge at Blake is Gone Cornish-Windsor Toll Bridge to Be Free Volume I, No. 3 June 1943 Edited by: Richard Sanders Allen Timothy Palmer Four North Carolina Covered Bridges by Barbara Brainerd The Only Covered Bridge in Wisconsin The Only Covered Bridge in Rhode Island Volume I, No. 4 July 1943 Edited by: Richard Sanders Allen Double Barreled Bridges The Only Covered Bridge in Kansas More Covered Railroad Bridges Whittlesey Work Reissued - Crossing and Recrossing the Connecticut River by C.W. Whittlesey Some Covered Bridge Notes from Indiana The Only Covered Bridge in Minnesota Volume I, No. 5 August 1943 Edited by: Richard Sanders Allen Lewis Wernwag Volume I, No. 6 September 1943 Edited by: Richard Sanders Allen Interstate Covered Bridges Volume I, No. 7 October 1943 Edited by: Richard Sanders Allen The Only Covered Bridge in Ontario Obituary: Basil Kievit Book Review: A History of the Development of Wooden Bridges by Robert Fletcher and J. P. Snow. Obituary: Daniel N. Wheeler Volume I, No. 8 November 1943 Edited by: Richard Sanders Allen Robert Murray Migrating Bridges Volume I, No. 9 December 1943 Edited by: Richard Sanders Allen Burr and Allen, Inc. Covered Wooden Aqueducts Printed Mon, August 30, 2021 Page 1 of 74 Volume I, No.