Highway Bridges of Colorado Multiple Property Documentation Form
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Côte D'ivoire
AFRICAN DEVELOPMENT BANK GROUP ABIDJAN URBAN TRANSPORT PROJECT Public Disclosure Authorized Authorized Public Disclosure COUNTRY : CÔTE D’IVOIRE PROJECT APPRAISAL REPORT Authorized Authoriezd Public Disclosure Authorized Public Disclosure OITC DEPARTMENT December 2016 Translated Document TABLE OF CONTENTS I – STRATEGIC THRUST AND RATIONALE ..................................................................... 1 1.1 Key Development Issues…………………………………………………………… ........ 1 1.2 Project Linkages with Country Strategy and Objectives .................................................... 1 1.3 Rationale for Bank Involvement ......................................................................................... 2 1.4 Aid Coordination ................................................................................................................ 3 II – PROJECT DESCRIPTION ............................................................................................. 3 2.1 Project Components ............................................................................................................ 3 2.2 Technical Solutions Adopted and Alternatives Explored ................................................... 5 2.3 Project Type ........................................................................................................................ 5 2.4 Project Cost and Financing Arrangements ......................................................................... 6 2.5 Project Target Area and Beneficiaries ............................................................................... -
COLORADO WATER CONSERVATION BOARD 102 Columbine Building 1845 Sherman Street Denver, Colorado 80203
/ COLORADO WATER CONSERVATION BOARD 102 Columbine Building 1845 Sherman Street Denver, Colorado 80203 M E M O R A N D U M SUBJECT: Status of Flood Plain Information Program in Colorado June 1974 Increasing recognition of the importance of Colorado's flood plains is occurring. Colorado Revised Statutes 1963, as amended, Section 149-1-11(4), authorizes the Colorado Water Conservation Board to designate and approve storm or flood water runoff channels and to make such designations available to legis lative bodies of local jurisdictions. In addition to assisting local governmental entities in obtaining basic flood plain data, the Board is actively engaged in assisting local governments in developing and adopting effective flood plain ordinances and related land use regulations. The Board has the responsibility of coordinating all flood related studies within the state of Colorado, which includes scheduling the Flood Plain Information Studies conducted by federal agencies, and can provide direct financial assistance for a study within Colorado. The intent is that, with these data outlining the flood plains, local entities can control the use of these flood plains and thereby prevent developments within the paths of future floods. The U.S. Army Corps of Engineers and the Soil Conservation Service, U. S. Department of Agriculture, have specific authorities for the preparation of detailed flood plain reports. House Bill 1041, relating to the use of land, (Article 7, Chapter 106, CRS 1963, as amended) provides, "Flood plains shall be administered so as to minimize significant hazards to public health and safety or to property. Open space activities shall be encouraged in the floodplains." Concerning the designation and use of flood plains, the Board is charged with responsibilities under the Act as follows: 1. -
A Classification of Riparian Wetland Plant Associations of Colorado a Users Guide to the Classification Project
A Classification of Riparian Wetland Plant Associations of Colorado A Users Guide to the Classification Project September 1, 1999 By Gwen Kittel, Erika VanWie, Mary Damm, Reneé Rondeau Steve Kettler, Amy McMullen and John Sanderson Clockwise from top: Conejos River, Conejos County, Populus angustifolia-Picea pungens/Alnus incana Riparian Woodland Flattop Wilderness, Garfield County, Carex aquatilis Riparian Herbaceous Vegetation South Platte River, Logan County, Populus deltoides/Carex lanuginosa Riparian Woodland California Park, Routt County, Salix boothii/Mesic Graminoids Riparian Shrubland Joe Wright Creek, Larimer County, Abies lasiocarpa-Picea engelmannii/Alnus incana Riparian Forest Dolores River, San Miguel County, Forestiera pubescens Riparian Shrubland Center Photo San Luis Valley, Saguache County, Juncus balticus Riparian Herbaceous Vegetation (Photography by Gwen Kittel) 2 Prepared by: Colorado Natural Heritage Program 254 General Services Bldg. Colorado State University Fort Collins, CO 80523 [email protected] This report should be cited as follows: Kittel, Gwen, Erika VanWie, Mary Damm, Reneé Rondeau, Steve Kettler, Amy McMullen, and John Sanderson. 1999. A Classification of Riparian Wetland Plant Associations of Colorado: User Guide to the Classification Project. Colorado Natural Heritage Program, Colorado State University, Fort Collins, CO. 80523 For more information please contact: Colorado Natural Heritage Program, 254 General Service Building, Colorado State University, Fort Collins, Colorado 80523. (970) -
XXXI:4) Robert Montgomery, LADY in the LAKE (1947, 105 Min)
September 22, 2015 (XXXI:4) Robert Montgomery, LADY IN THE LAKE (1947, 105 min) (The version of this handout on the website has color images and hot urls.) Directed by Robert Montgomery Written by Steve Fisher (screenplay) based on the novel by Raymond Chandler Produced by George Haight Music by David Snell and Maurice Goldman (uncredited) Cinematography by Paul Vogel Film Editing by Gene Ruggiero Art Direction by E. Preston Ames and Cedric Gibbons Special Effects by A. Arnold Gillespie Robert Montgomery ... Phillip Marlowe Audrey Totter ... Adrienne Fromsett Lloyd Nolan ... Lt. DeGarmot Tom Tully ... Capt. Kane Leon Ames ... Derace Kingsby Jayne Meadows ... Mildred Havelend Pink Horse, 1947 Lady in the Lake, 1945 They Were Expendable, Dick Simmons ... Chris Lavery 1941 Here Comes Mr. Jordan, 1939 Fast and Loose, 1938 Three Morris Ankrum ... Eugene Grayson Loves Has Nancy, 1937 Ever Since Eve, 1937 Night Must Fall, Lila Leeds ... Receptionist 1936 Petticoat Fever, 1935 Biography of a Bachelor Girl, 1934 William Roberts ... Artist Riptide, 1933 Night Flight, 1932 Faithless, 1931 The Man in Kathleen Lockhart ... Mrs. Grayson Possession, 1931 Shipmates, 1930 War Nurse, 1930 Our Blushing Ellay Mort ... Chrystal Kingsby Brides, 1930 The Big House, 1929 Their Own Desire, 1929 Three Eddie Acuff ... Ed, the Coroner (uncredited) Live Ghosts, 1929 The Single Standard. Robert Montgomery (director, actor) (b. May 21, 1904 in Steve Fisher (writer, screenplay) (b. August 29, 1912 in Marine Fishkill Landing, New York—d. September 27, 1981, age 77, in City, Michigan—d. March 27, age 67, in Canoga Park, California) Washington Heights, New York) was nominated for two Academy wrote for 98 various stories for film and television including Awards, once in 1942 for Best Actor in a Leading Role for Here Fantasy Island (TV Series, 11 episodes from 1978 - 1981), 1978 Comes Mr. -
Arizona Historic Bridge Inventory | Pages 164-191
NPS Form 10-900-a OMB Approval No. 1024-0018 (8-86) United States Department of the Interior National Park Service National Register of Historic Places Continuation Sheet section number G, H page 156 V E H I C U L A R B R I D G E S I N A R I Z O N A Geographic Data: State of Arizona Summary of Identification and Evaluation Methods The Arizona Historic Bridge Inventory, which forms the basis for this Multiple Property Documentation Form [MPDF], is a sequel to an earlier study completed in 1987. The original study employed 1945 as a cut-off date. This study inventories and evaluates all of the pre-1964 vehicular bridges and grade separations currently maintained in ADOT’s Structure Inventory and Appraisal [SI&A] listing. It includes all structures of all struc- tural types in current use on the state, county and city road systems. Additionally it includes bridges on selected federal lands (e.g., National Forests, Davis-Monthan Air Force Base) that have been included in the SI&A list. Generally not included are railroad bridges other than highway underpasses; structures maintained by federal agencies (e.g., National Park Service) other than those included in the SI&A; structures in private ownership; and structures that have been dismantled or permanently closed to vehicular traffic. There are exceptions to this, however, and several abandoned and/or privately owned structures of particular impor- tance have been included at the discretion of the consultant. The bridges included in this Inventory have not been evaluated as parts of larger road structures or historic highway districts, although they are clearly integral parts of larger highway resources. -
BRIDGE INSPECTION and INTERFEROMETRY by JOSEPH E. KRAJEWSKI a Thesis Submitted to the Faculty of the WORCESTER POLYTECHNIC INST
BRIDGE INSPECTION AND INTERFEROMETRY by JOSEPH E. KRAJEWSKI A Thesis Submitted to the Faculty of the WORCESTER POLYTECHNIC INSTITUTE in partial fulfillment of the requirements for the Degree of Master of Science in Civil Engineering May 2006 APPROVED: Professor Leonard D. Albano, Advisor ________________________________ Professor Cosme Furlong __________________________________________ Professor Malcolm Ray ____________________________________________ Professor Frederick Hart___________________________________________ ABSTRACT With the majority of bridges in the country aging, over capacity and costly to rehabilitate or replace, it is essential that engineers refine their inspection and evaluation techniques. Over the past 130 years the information gathering techniques and methods used by engineers to inspect bridges have changed little. All of the available methods rely on one technique, visual inspection. In addition, over the past 40 years individual bridge inspectors have gone from being information gathers to being solely responsible for the condition rating of bridges they inspect. The reliance on the visual abilities of a single individual to determine the health of a particular bridge has led to inconsistent and sometimes erroneous results. In an effort to provide bridge inspectors and engineers with more reliable inspection and evaluation techniques, this thesis will detail the case for development of a new inspection tool, and the assembly and use of one new tool called Fringe Interferometry. i ACKNOWLEDGMENTS I wish to sincerely thank my advisor, Professor Leonard D. Albano, for his encouragement, suggestions, patience and help in writing this thesis. His willingness to let me go beyond the realm of Civil Engineer and into the far away world of Interferometry (where few if any Civil Engineers have been) is something I will never forget. -
1 UPPER REPUBLICAN BASIN TOTAL MAXIMUM DAILY LOAD Waterbody/Assessment Unit: Arikaree River Water Quality Impairment: Sulfate 1
UPPER REPUBLICAN BASIN TOTAL MAXIMUM DAILY LOAD Waterbody/Assessment Unit: Arikaree River Water Quality Impairment: Sulfate 1. INTRODUCTION AND PROBLEM IDENTIFICATION Subbasin: Arikaree River County: Cheyenne HUC 8: (In Kansas) 10250001 HUC 11 (HUC 14s): (In Kansas) 080 (030, 040 and 050) Drainage Area: 37 square miles in Kansas 1725 square miles total above sampling station Main Stem Segment: WQLS: 1 (Arikaree River) starting at the Kansas-Nebraska state line and traveling upstream through northwest Cheyenne County to the Kansas-Colorado state line (Figure 1). Tributaries: All tributaries located in Colorado, segment numbers unknown Horse Creek Sand Creek Gordon Creek Currie Creek Dugout Creek Hell Creek North Fork Arikaree River Designated Uses: Special Aquatic Life Support, Primary Contact Recreation (C), Domestic Water Supply; Food Procurement; Ground Water Recharge; Industrial Water Supply Use; Irrigation Use; Livestock Watering Use for Kansas Segment. Impaired Use: Domestic Water Supply Water Quality Standard: Sulfate: 250 mg/l for Domestic Water Supply (KAR 28-16-28e(c) (3) (A)) 1 (Figure 1) 2. CURRENT WATER QUALITY CONDITION AND DESIRED ENDPOINT Level of Support for Designated Use under 2004 303(d): Not Supporting Domestic Water Supply Monitoring Sites: Station 226 at Haigler, NE. Period of Record Used: 1986-2005 for Station 226 (Figure 2, Table 1) 2 Sulfate Concentration at SC226 900 800 700 600 500 mg/L 400 300 200 100 0 Jul-90 Jul-92 Jul-94 Jul-96 Jul-98 Jul-99 Apr-91 Apr-93 Apr-95 Apr-97 Apr-00 Oct-91 Oct-93 Oct-95 Oct-97 Oct-00 Jun-91 Jun-93 Jun-95 Jun-97 Jan-92 Jan-94 Aug-91 Aug-93 Aug-97 Mar-86 Mar-90 Feb-91 Dec-91 Mar-92 Nov-92 Feb-93 Mar-94 Nov-94 Feb-95 Mar-96 Nov-96 Feb-97 Nov-98 Mar-99 Nov-99 Nov-99 Feb-00 Mar-01 Mar-03 Sep-90 Sep-92 Sep-94 Sep-96 Sep-98 Sep-99 Sep-01 Sep-03 May-86 May-87 May-88 May-89 May-90 May-92 May-94 May-96 May-98 May-99 May-01 May-03 (Figure 2-Line indicates domestic water supply criteria. -
Habs/Haer Inventory
HABS/HAER U.S. Department of the Interior JUiN 2 National Park Service 1. SITE I.D. NO INVENTORY Washington, DC 20240 2 NAME(S) OF STRUCTURE 5 ORIGINAL USE 7 CLASSIFICATION 9. RATING Slate Creek Bridge SU01 roadway bridge BT&A: TRUSS: STEEL local Bridge over Blue River 10. DATE CDH: 117145000.40005 1924 3 SITE ADDRESS (STREET & NO) 6. PRESENT USE County Road 1450 over Blue River roadway bridge 12.6 miles north of Dill on UTMZONE EASTING NORTHING SE% S18, T3S, R78W 1 3 400505 4404160 RMRO 4 CITY/VICINITY COUNTY STATE 1:24 1:62.5 QUAD Slate Creek Summit Colorado OTHER .NAME. Squaw Creek 12. OWNER/ADMIN ADDRESS Summit County Summit County Courthouse 208 East Lincoln Breckenridge Colorado 80424 13 DESCRIPTION AND BACKGROUND HISTORY INCLUDING CONSTRUCTION DATE(S). PHYSICAL DIMENSIONS. MATERIALS. MAJOR ALTERATIONS. EXTANT EQUIPMENT. AND IMPORTANT BUILDERS, ARCHITECTS, ENGINEERS, ETC Rigid-connected, 8-panel steel Parker pony truss w/ buttresses span number: 1 end/top chrd: 2 channels w/ cover plate and lacing span length: 98'6" bottom chord: 2 channels w/ batten plates overall length: 103'8" vertical: 4 angles w/ continuous plate roadway width : 20'0" diagonal: 2-4 angles w/ batten plates fir./decking: monolithic concrete deck over steel floor beams substructure: concrete wingwalls By 1923 the existing bridge over the Blue River at the small community of Slate Creek had deteriorated to the point of replacement. In May a construction contract under Federal Aid Project 207 was awarded to bridge contractors Rogers and Pickard; work on the abutments began soon thereafter. -
USFWS Bridge Inspection Handbook
A guide to the proper safety inspection and evaluation of vehicular bridges on USFWS facilities U.S. Fish and Wildlife Service BRIDGE Division of Engineering INSPECTION HANDBOOK USFWS Bridge Inspection Handbook BMO/DEN/DBSS/RRB 10/17/2014 Bridge Inspection Handbook Table of Contents 1 INTRODUCTION ..................................................................................................................................... 1 1.1 BACKGROUND ................................................................................................................................... 1 1.2 SCOPE OF HANDBOOK ...................................................................................................................... 1 2 INSPECTION REQUIREMENTS ................................................................................................................ 2 2.1 USFWS RESPONSIBILITIES ................................................................................................................. 2 2.2 BRIDGE INSPECTION TEAM ............................................................................................................... 2 2.3 TYPES OF INSPECTIONS ..................................................................................................................... 3 2.3.1 Initial Inspection .................................................................................................................... 3 2.3.2 Routine Inspection ............................................................................................................... -
Identifying and Preserving Historic Bridges
Appendix B—State Departments of Transportation Alabama Department of Transportation Florida Department of Transportation 1409 Coliseum Boulevard 605 Suwannee Street Montgomery, AL 36130 Tallahassee, FL 32399-0450 (334) 242-6311 (850) 488-8541 (334) 262-8041 (fax) (850) 277-3403 (fax) Alaska Department of Transportation & Public Facilities Georgia Department of Transportation 3132 Channel Drive 2 Capital Square Juneau, AK 99801-7898 Atlanta, GA 30334 (907) 465-3900 (404) 656-5206 (907) 586-8365 (fax) (404) 657-8389 (fax) Internet address: [email protected] Arizona Department of Transportation 206 S. 17th Avenue Hawaii Department of Transportation Phoenix, AZ 85007 869 Punchbowl Street (602) 255-7011 Honolulu, HI 96813-5097 (602) 256-7659 (fax) (808) 587-2150 (808) 587-2167 (fax) Arkansas State Highway and Transportation Department State Highway Department Building Idaho Transportation Department P.O. Box 2261, 10324 Interstate 30 3311 W. State Street Little Rock, AR 72203 P.O. Box 7129 (501) 569-2000 Boise, ID 83707 (501) 569-2400 (fax) (208) 334-8000 (208) 334-3858 (fax) California Department of Transportation 1120 N Street Illinois Department of Transportation P.O. Box 942673 2300 S. Dirksen Parkway Sacramento, CA 94273-0001 Springfield, IL 62764 (916) 654-5266 (217) 782-5597 (217) 782-6828 (fax) Colorado Department of Transportation 4201 East Arkansas Avenue Indiana Department of Transportation Denver, CO 80222 Indiana Government Center North (303) 757-9201 100 North Senate Avenue (303) 757-9149 (fax) Indianapolis, IN 46204-2249 (317) 232-5533 Connecticut Department of Transportation (317) 232-0238 (fax) P.O. Box 317546 / 2800 Berlin Turnpike Newington, CT 06131-7546 Iowa Department of Transportation (860) 594-3000 800 Lincoln Way Ames, IA 50010 Delaware Department of Transportation (515) 239-1101 Bay Road, Route 113, P.O. -
LAKE PONTCHARTRAIN CAUSEWAY HAER LA-21 and SOUTHERN TOLL PLAZA Causeway Boulevard Metairie Jefferson Parish Louisiana
LAKE PONTCHARTRAIN CAUSEWAY HAER LA-21 AND SOUTHERN TOLL PLAZA Causeway Boulevard Metairie Jefferson Parish Louisiana PHOTOGRAPHS COPIES OF COLOR TRANSPARENCIES WRITTEN HISTORICAL AND DESCRIPTIVE DATA HISTORIC AMERICAN ENGINEERING RECORD National Park Service U.S. Department of the Interior 100 Alabama Street, SW Atlanta, Georgia 30303 HISTORIC AMERICAN ENGINEERING RECORD LAKE PONTCHARTRAIN CAUSEWAY AND SOUTHERN TOLL PLAZA HAER LA-21 Page 1 Location: The Lake Pontchartrain Causeway spans Lake Pontchartrain from Causeway Boulevard in Metairie, Jefferson Parish to Highway 190, Mandeville, St. Tammany Parish, Louisiana. The southern Toll Plaza was located at the Jefferson Parish terminus of the Lake Pontchartrain Causeway. The Northern Terminus of the Lake Pontchartrain Causeway is located at 30.365 and -90.094167. The Southern Terminus is located at 30.02 and - 90.153889. This information was acquired using Google Earth imagery. There are no restrictions on the release of this information to the public. USGS Quadrangle maps (7.5 minute series): (north to south) Mandeville, Spanish Fort NE, West of Spanish Fort NE, Indian Beach There are no restrictions on this information. Owner: Greater New Orleans Expressway Commission Present Use: Vehicle Bridge Significance: When completed in 1956, the Lake Pontchartrain Causeway was the world’s longest bridge. This record was broken by completion of the parallel span in 1969. At 23.87 miles long, the Causeway is the world’s longest continuous span over water. The prestressed, pre-cast concrete structural system displays mid-twentieth century technology that typifies modern bridge construction techniques. In addition, the Causeway is significant in the development of the Jefferson and St. -
Identification and Ageing of Yellow-Breasted Bunting and Separation from Chestnut Bunting
Identification and ageing of Yellow-breasted Bunting and separation from Chestnut Bunting Jari Peltomäki & Jukka Jantunen ellow-breasted Emberiza aureola and Chest- Poland (5), Spain (1) and Sweden (24+). Chestnut Y nut Buntings E rutila are two species of Bunting is a much rarer vagrant in Europe and its which the breeding and wintering areas are pre- occurrence is clouded by the possibility of dominantly situated in the Eastern Palearctic. The escaped birds. The adult male being a colourful breeding areas of Yellow-breasted Bunting, how- bird, Chestnut Bunting is a popular cagebird and, ever, extend well into the Western Palearctic, therefore, most records from Europe are general- covering large parts of Russia and reaching into ly thought to concern escapes. There are, how- Finland, whereas Chestnut Bunting’s breeding ever, a few records of immature birds ‘at the right areas extend just west of Lake Baikal in Russia. time and the right place’. These autumn occur- Yellow-breasted and Chestnut Buntings are long- rences of first-winter birds, suggestive of genuine distance migrants and winter in south-eastern vagrancy, have been in the Netherlands (5 No- Asia and both species occur as vagrants in (west- vember 1937), Norway (13-15 October 1974), ern) Europe. Yellow-breasted Bunting is a regular Malta (November 1983) and former Yugoslavia vagrant in Europe outside its breeding area with (10 October 1987). Although Vinicombe & Cot- annual records in Britain (mainly on the northern tridge (1996) list Chestnut Bunting as an Eastern isles of