Top 10 Bridges by State.Xlsx
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Table of Contents
Table of Contents Introduction........................................................................................ 1 County Overview ............................................................................... 2 Population Trends & Demographic Profile .................................... 3 Population Trends in Pottawattamie County ....................................................... 3 Population Profile.............................................................................................. 5 Demographic Profile ......................................................................................... 7 Employment Profile ........................................................................................... 7 Projected Population & Employment ................................................................ 10 Roadways & Bridges ........................................................................ 12 Roadway Systems ............................................................................................ 12 Profile of County Roadways............................................................................. 14 Pavement Condition ........................................................................................ 16 Bridges in Pottawattamie County ..................................................................... 19 Traffic Trends in Pottawattamie County ........................................................... 21 Roadway Safety .............................................................................................. -
Top 10 Bridges by State.Xlsx
Top 10 Most Traveled U.S. Structurally Deficient Bridges by State, 2015 2015 Year Daily State State County Type of Bridge Location Status in 2014 Status in 2013 Built Crossings Rank 1 Alabama Jefferson 1970 136,580 Urban Interstate I65 over U.S.11,RR&City Streets at I65 2nd Ave. to 2nd Ave.No Structurally Deficient Structurally Deficient 2 Alabama Mobile 1964 87,610 Urban Interstate I-10 WB & EB over Halls Mill Creek at 2.2 mi E US 90 Structurally Deficient Structurally Deficient 3 Alabama Jefferson 1972 77,385 Urban Interstate I-59/20 over US 31,RRs&City Streets at Bham Civic Center Structurally Deficient Structurally Deficient 4 Alabama Mobile 1966 73,630 Urban Interstate I-10 WB & EB over Southern Drain Canal at 3.3 mi E Jct SR 163 Structurally Deficient Structurally Deficient 5 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over D Olive Stream at 1.5 mi E Jct US 90 & I-10 Structurally Deficient Structurally Deficient 6 Alabama Baldwin 1969 53,560 Rural Interstate I-10 over Joe S Branch at 0.2 mi E US 90 Not Deficient Not Deficient 7 Alabama Jefferson 1968 41,990 Urban Interstate I 59/20 over Arron Aronov Drive at I 59 & Arron Aronov Dr. Structurally Deficient Structurally Deficient 8 Alabama Mobile 1964 41,490 Rural Interstate I-10 over Warren Creek at 3.2 mi E Miss St Line Structurally Deficient Structurally Deficient 9 Alabama Jefferson 1936 39,620 Urban other principal arterial US 78 over Village Ck & Frisco RR at US 78 & Village Creek Structurally Deficient Structurally Deficient 10 Alabama Mobile 1967 37,980 Urban Interstate -
Ultimate RV Dump Station Guide
Ultimate RV Dump Station Guide A Complete Compendium Of RV Dump Stations Across The USA Publiished By: Covenant Publishing LLC 1201 N Orange St. Suite 7003 Wilmington, DE 19801 Copyrighted Material Copyright 2010 Covenant Publishing. All rights reserved worldwide. Ultimate RV Dump Station Guide Page 2 Contents New Mexico ............................................................... 87 New York .................................................................... 89 Introduction ................................................................. 3 North Carolina ........................................................... 91 Alabama ........................................................................ 5 North Dakota ............................................................. 93 Alaska ............................................................................ 8 Ohio ............................................................................ 95 Arizona ......................................................................... 9 Oklahoma ................................................................... 98 Arkansas ..................................................................... 13 Oregon ...................................................................... 100 California .................................................................... 15 Pennsylvania ............................................................ 104 Colorado ..................................................................... 23 Rhode Island ........................................................... -
Geologic Site of the Month: Why Is Sebago Lake So Deep?
Why is Sebago Lake so deep? Maine Geological Survey Maine Geologic Facts and Localities February, 1999 Why is Sebago Lake so deep? 43° 51‘ 13.36“ N, 70° 33‘ 43.98“ W Text by Robert A. Johnston Maine Geological Survey, Department of Agriculture, Conservation & Forestry 1 Why is Sebago Lake so deep? Maine Geological Survey Introduction Modern geophysical equipment allows geologists to investigate previously unmapped environments, including ocean and lake floors. Recent geophysical research studied the types, composition, areal extent, and thickness of sediments on the bottom of Sebago Lake in southwestern Maine. Geologists used side- scan sonar and seismic reflection profiling to map the bottom of the lake. Approximately 58 percent of the lake bottom was imaged with side-scan sonar and over 60 miles of seismic reflection profiles were collected. This web site will discuss the findings of the seismic reflection profiling. Maine Geological Survey, Department of Agriculture, Conservation & Forestry 2 Why is Sebago Lake so deep? Maine Geological Survey Physiographic setting Sebago Lake, although second in surface area to Moosehead Lake, is Maine's deepest lake. With a water depth of 316 feet, its deepest part is 49 feet below sea level! Sebago Lake is located in southwestern Maine 20 miles northwest of Portland and 50 miles southeast of the White Mountains. It lies along the transition between the Central Highlands and the Coastal Lowlands physiographic regions of New England (Figure 1). The abrupt change in landscape can be seen in panoramic views from several vantage points near Sebago Lake. Denny, 1982 Denny, Maine Geological Survey From From Figure 1. -
Bedrock Valleys of the New England Coast As Related to Fluctuations of Sea Level
Bedrock Valleys of the New England Coast as Related to Fluctuations of Sea Level By JOSEPH E. UPSON and CHARLES W. SPENCER SHORTER CONTRIBUTIONS TO GENERAL GEOLOGY GEOLOGICAL SURVEY PROFESSIONAL PAPER 454-M Depths to bedrock in coastal valleys of New England, and nature of sedimentary Jill resulting from sea-level fluctuations in Pleistocene and Recent time UNITED STATES GOVERNMENT PRINTING OFFICE, WASHINGTON : 1964 UNITED STATES DEPARTMENT OF THE INTERIOR STEWART L. UDALL, Secretary GEOLOGICAL SURVEY Thomas B. Nolan, Director The U.S. Geological Survey Library has cataloged this publication, as follows: Upson, Joseph Edwin, 1910- Bedrock valleys of the New England coast as related to fluctuations of sea level, by Joseph E. Upson and Charles W. Spencer. Washington, U.S. Govt. Print. Off., 1964. iv, 42 p. illus., maps, diagrs., tables. 29 cm. (U.S. Geological Survey. Professional paper 454-M) Shorter contributions to general geology. Bibliography: p. 39-41. (Continued on next card) Upson, Joseph Edwin, 1910- Bedrock valleys of the New England coast as related to fluctuations of sea level. 1964. (Card 2) l.Geology, Stratigraphic Pleistocene. 2.Geology, Stratigraphic Recent. S.Geology New England. I.Spencer, Charles Winthrop, 1930-joint author. ILTitle. (Series) For sale by the Superintendent of Documents, U.S. Government Printing Office Washington, D.C. 20402 CONTENTS Page Configuration and depth of bedrock valleys, etc. Con. Page Abstract.__________________________________________ Ml Buried valleys of the Boston area. _ _______________ -
2019 VRMP Annual Report
Volunteer River Monitoring Program 2019 Data Report VRMP March 2021 Contact: Kristin Feindel Phone: (207) 215-3461 MAINE DEPARTMENT OF ENVIRONMENTAL PROTECTION 17 State House Station Augusta, Maine 04330-0017 www.maine.gov/dep/index.html Maine Department of Environmental Protection VRMP 2019 Data Report Acknowledgements & Credits VRMP Staff Team (Maine DEP) Mary Ellen Dennis (retired 2019) Kristin Feindel Katie Goodwin (Americorps/Maine Conservation Corps) Tayelor Gosselin (Americorps/Maine Conservation Corps) Volunteer Coordinators and Data Managers Becky Secrest & Ferg Lea - Androscoggin River Watershed Council Ed Friedman - Friends of Merrymeeting Bay Greg Bither - Friends of Scarborough Marsh Toby Jacobs, Fred Dillion & Ben Libby - Presumpscot Regional Land Trust Bob Kennedy - Rockport Conservation Commission Jacob Aman - Wells National Estuarine Research Reserve Theo & Wes Pratt - Weskeag River Photograph Credits Photographs courtesy of Jeff Varricchione, Cynthia Montanez, Rich Obrey, Bob Kennedy, Mary Ellen Dennis and Kristin Feindel. Page 2 of 28 Maine Department of Environmental Protection VRMP 2019 Data Report Acknowledgements & Credits The VRMP would like to recognize the dedication and hard work of all the coordinators and volunteers who participated in the program. 2019 VRMP Volunteers Androscoggin River Watershed Council Androscoggin River (Upper River) Jane Andrews Tyler Ritter Janna Botka Peter Roberts Carol Gowing Becky Secrest Bob Kleckner Jeff Stern Friends of Merrymeeting Bay Androscoggin River (Lower River) Rebecca -
Buxton Map 7.Pdf
An Approach to Conserving Maine's Natural LEGEND Space for Plants, Animals, and People k This mavepr depicts all wetlands shown on National Wetland Inventory (NWI) maps, but o Ri ro www..begiinniingwiitthhabiittatt..org B B categorized them based on a subset of wetland functions. This map and its depiction r 25 J e a " o k tl ) o oft wetland features neither substitute for nor eliminate the need to perform on-the- n i s c h ro e h nson B L si ground wetland delineation and functional assessment. In no way shall use of this map Supplemo entary Map 7 J Br diminish or alter the regulatory protection that all wetlands are accorded under oo h k c an pplicable State and Federal laws. For more information about wetlands characterization, a H r contact Elizabeth Hertz at the Maine Department of Conservation (207-287-8061, Wetlands Characterization S B I N [email protected]). D O N T h A k t Buxton T X o r o o S U r 35 B N This map is non-regulatory and is intended for planning purposes only )" B The Wetlands Characterization model is a planning tool intended to help identify likely s la wetland functions associated with significant wetland resources and adjacent uplands. g Brook u in Using GIS analysis, this map provides basic information regarding what ecological o rt D a services various wetlands are likely to provide. These ecological services, each of which M has associated economic benefits, include: floodflow control, sediment retention, finfish habitat, and/or shellfish habitat. -
An Act to Change the Classification of Certain Waters of the State Be It Enacted by the People of the State of Maine As Follows: Sec
PUBLIC Law, Chapter 163 LD 330, item 1, 124th Maine State Legislature An Act To Change the Classification of Certain Waters of the State PLEASE NOTE: Legislative Information cannot perform research, provide legal advice, or interpret Maine law. For legal assistance, please contact a qualified attorney. An Act To Change the Classification of Certain Waters of the State Be it enacted by the People of the State of Maine as follows: Sec. 1. 38 MRSA §467, sub-§1, ¶C, as amended by PL 2003, c. 317, §2, is further amended to read: C. Androscoggin River, Upper Drainage; that portion within the State lying above the river's most upstream crossing of the Maine-New Hampshire boundary - Class A unless otherwise specified. (1) Cupsuptic River and its tributaries - Class AA. (2) Kennebago River and its tributaries except for the impoundment of the dam at Kennebago Falls - Class AA. (3) Rapid River, from a point located 1,000 feet downstream of Middle Dam to its confluence with Umbagog Lake - Class AA. (4) Magalloway River and tributaries above Aziscohos Lake in Lynchton Township, Parmachenee Township and Bowmantown Township - Class AA. (4-A) Abbott Brook and its tributaries in Lincoln Plantation - Class AA. (5) Little Magalloway River and tributaries in Parmachenee Township and Bowmantown Township - Class AA. (6) Long Pond Stream in Rangeley - Class AA. (7) Dodge Pond Stream in Rangeley - Class AA. Sec. 2. 38 MRSA §467, sub-§1, ¶D, as amended by PL 2003, c. 317, §3, is further amended to read: D. Androscoggin River, minor tributaries - Class B unless otherwise specified. -
The Dirty History of Portland Harbor
Reprinted from a 1994 publication The Dirty History of Portland Harbor hen scientists began looking closely at the sediments and at W the bottom of Casco Bay beginning in the early 1980s, they confronted a pollution puzzle. Sediments taken from various locations throughout the Bay, and especially in Portland Harbor, held a wide variety of potentially toxic chemicals. Until we know more about how these heavy metals, pesticides and other compounds affect marine life, it’s hard to know what lasting impact the pollution in Casco Bay may have. But it was decided that the more we know about where those pollutants came from, the better chances we will have in preventing future problems. The Casco Bay Estuary Project (now Casco Bay Early industry was limited by natural energy sources, like this tidal mill at Estuary Partnership) commissioned environmental Stroudwater. (courtesy: Sullivan Train & Photo) historian Edward Hawes to do some detective work, hoping that he could turn up some puzzle pieces from the Casco Bay. Lead, cadmium and mercury concentrations were watersheds that feed the Bay. The industrial legacy he found comparatively high in Back Cove, as were lead and mercury was a surprise to almost anyone who thinks they know the in the inner Fore River. Lead was also relatively high in the Portland area. Presumpscot River estuary. Additional metals — nickel, silver, arsenic, chromium A Pollution Problem and zinc — were evident in lesser concentrations. This widespread contamination was a little mystifying. In this age hen investigators began sampling Casco Bay’s of environmental regulation, how could so much pollution sediments in the 1980s, levels of pollution have landed in the Bay? W were found that merited additional attention. -
Federal Register/Vol. 65, No. 233/Monday, December 4, 2000
Federal Register / Vol. 65, No. 233 / Monday, December 4, 2000 / Notices 75771 2 departures. No more than one slot DEPARTMENT OF TRANSPORTATION In notice document 00±29918 exemption time may be selected in any appearing in the issue of Wednesday, hour. In this round each carrier may Federal Aviation Administration November 22, 2000, under select one slot exemption time in each SUPPLEMENTARY INFORMATION, in the first RTCA Future Flight Data Collection hour without regard to whether a slot is column, in the fifteenth line, the date Committee available in that hour. the FAA will approve or disapprove the application, in whole or part, no later d. In the second and third rounds, Pursuant to section 10(a)(2) of the than should read ``March 15, 2001''. only carriers providing service to small Federal Advisory Committee Act (Pub. hub and nonhub airports may L. 92±463, 5 U.S.C., Appendix 2), notice FOR FURTHER INFORMATION CONTACT: participate. Each carrier may select up is hereby given for the Future Flight Patrick Vaught, Program Manager, FAA/ to 2 slot exemption times, one arrival Data Collection Committee meeting to Airports District Office, 100 West Cross and one departure in each round. No be held January 11, 2000, starting at 9 Street, Suite B, Jackson, MS 39208± carrier may select more than 4 a.m. This meeting will be held at RTCA, 2307, 601±664±9885. exemption slot times in rounds 2 and 3. 1140 Connecticut Avenue, NW., Suite Issued in Jackson, Mississippi on 1020, Washington, DC, 20036. November 24, 2000. e. Beginning with the fourth round, The agenda will include: (1) Welcome all eligible carriers may participate. -
0253S04.45H Sb 89
0253S04.45H SB 89 House _______________________________________________________ Amendment NO.____ Offered By _____________________________________ ___________________________________ 1 AMEND Senate Committee Substitute for Senate Bill No. 89, Page 1, Section A, Line 3, by 2 inserting after all of said section and line the following: 3 4 "227.463. The portion of Interstate 29 from its intersection of Interstate 70/U.S. State 5 Highway 71/40 in Jackson County north to the bridge crossing over Nishnabotna River in Atchison 6 County, except for those portions of Interstate 29 previously designated as of August 28, 2019, shall 7 be designated the "Purple Heart Trail". Costs for such designation shall be paid by private 8 donations. 9 227.465. The portion of Interstate 55 from State Highway O in Pemiscot County to U.S. 10 Highway 40 in St. Louis City, except for those portions of Interstate 55 previously designated as of 11 August 28, 2019, shall be designated the "Purple Heart Trail". Costs for such designation shall be 12 paid by private donations. 13 227.466. The portion of Interstate 57 from the Missouri/Illinois state line in Mississippi 14 County continuing south to U.S. State Highway 60/State Highway AA in Scott County shall be 15 designated the "Purple Heart Trail". Costs for such designation shall be paid by private donations. 16 227.467. The portion of Interstate 64 from Interstate 70 from the city of Wentzville in St. 17 Charles County continuing east to Interstate 55 at the Missouri/Illinois state line in St. Louis City, 18 except for those portions of Interstate 64/US40/US61 previously designated as August 28, 2019, 19 shall be designated the "Purple Heart Trail". -
I-29 - Exit 62 to Exit 73 INTERSTATE Corridor Study 29
July 2018 I-29 - Exit 62 to Exit 73 INTERSTATE Corridor Study 29 Project No: HP 5596 19 prepared for: South Dakota Department of Transportation 700 East Broadway Avenue Pierre, SD 57501 I-29 Exit 62 to Exit 73 Corridor Study Lincoln County, SD Project No: HP 5596 19 Prepared for: South Dakota Department of Transportation 700 East Broadway Avenue Pierre, SD 57501 Prepared by: Felsburg Holt and Ullevig 11422 Miracle Hills Drive, Suite 115 Omaha, NE 68154 402-445-4405 In Association with SRF Consulting Group, Inc. Principal-in-Charge / Project Manager: Kyle Anderson, PE, PTOE Deputy Project Manager: Mark Meisinger, PE, PTOE FHU Reference No. 17-089 July 2018 The preparation of this report has been financed in part through grant(s) from the Federal Highway Administration and Federal Transit Administration, U.S. Department of Transportation, under the State Planning and Research Program, Section 505 [or Metropolitan Planning Program, Section 104(f)] of Title 23, U.S. Code. The contents of this report do not necessarily reflect the official views or policy of the U.S. Department of Transportation. The South Dakota Department of Transportation (SDDOT) provides services without regard to race, color, gender, religion, national origin, age or disability, according to the provisions contained in SDCL 20-13, Title VI of the Civil Rights Act of 1964, the Rehabilitation Act of 1973, as amended, the Americans With Disabilities Act of 1990 and Executive Order 12898, Federal Actions to Address Environmental Justice in Minority Populations and Low-Income Populations, 1994. To request additional information on the SDDOT’s Title VI/Nondiscrimination policy or to file a discrimination complaint, please contact the Department’s Civil Rights Office at 605-773-3540.