DOCSLIB.ORG

Silicoflex Installation List

Total Page：16

File Type：pdf, Size：1020Kb

Download full-text PDF Read full-text
Silicoflex Installation List SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage I-45 South over Scott Avenue TX DOT May, 1995 28 LF Ms. Sally Wegman 713-802-5171 New Carrollton Station Washington Metro May, 1995 220 LF Washington Metro Station Mr. Tim Reed 202-962-1908 I-84 HOV Lane CT DOT June, 1995 30 LF East-Bound Hartford, CT Mr. Jim Matulis 860-258-4532 Xanadu Road over I-94 WI DOT June, 1995 40 LF Between Madison and Portage Mr. Jim Ziehr 608-246-3800 Sioux Falls, South Dakota SD DOT August, 1995 45 LF Benjamin Falls Rd. VT DOT August, 1995 33 LF Montpelier, VT Mr. Craig Graham I-89 & Rte. 302 802-828-2561 I-270 West-Bound over Brighton Blvd. CO DOT August, 1995 15 LF Denver, CO Mr. Dennis Rhoades 303-757-9514 Seoul, Korea Koram Interlink November, 1995 189 LF Mr. Lee Pil-Shin Ashfork ‐ Flagstaff Hwy. (I‐40) AZ DOT Jan., 1996 67 LF Project No. IM40‐3(78) Mr. Jim Fan 520‐773‐9000 Charleston, South Carolina SC DOT Feb., 1996 50 LF I‐526 over Ashley River Mr. Curtis Brice 803‐740‐1695 U.S. 59 SCR Roberts Construction April, 1996 50 LF Montgomery County TX DOT Waco, TX Mr. Charles Gaskin 713‐802‐5191 Southampton County V DOT May, 1996 86 LF Virginia Mr. Bill Stewart Rte. 714 over Rte. 58 757‐925‐2552 Tennessee DOT TN DOT May, 1996 60 LF Jefferson Ave. structure over I‐40 Mr. Wayne Seger 615‐741‐4044 SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage Rte 2 and Rte 52 Ohio DOT May, 1996 30 LF Port Clinton, Ohio NSA Parking Deck National Security Agency May, 1996 123 LF Odenton, MD Mr. Phil Harpool Rte. 98 over I‐90 New York Thruway Authority June, 1996 30 LF Batavia, NY Mr. Ron Witt 716‐825‐2885 Elkhorn, Wisconsin Wisconsin DOT June, 1996 177 LF Mr. Jim Ziehr 608-246-3800 Omaha, Nebraska Nebraska Dept. of Roads June, 1996 310 LF Q Street over US‐75 William Wiseheart 402‐595‐2534 Dauphin County PennDOT July, 1996 40 LF Pennsylvania Mr. Ray Ebersol Route 22/322 717‐787‐4735 Clarks Ferry Bridge County road 656 over I‐295 NJ DOT July, 1996 90 LF Mr. Gary Stout 609‐530‐3752 I‐43 over North Road, M.P. 14.5 WI DOT July, 1996 177 LF Mr. Ross Bucket; District 2 414‐548‐5681 Albany, NY NY Thruway Authority July, 1996 754 LF Castleton Bridge Mr. Pete Melewski 518‐436‐2700 Amsterdam, NY New York DOT August, 1996 26 LF Todd Harder Waukesha, Wisconsin Wisconsin DOT August, 1996 90 LF Mr. Chris Williams Newburg, NY New York Thruway Authority October, 1996 120 LF Fremont, Ohio Ohio DOT October, 1996 258 LF Price George, British Columbia Yellowhead Road and Bridge February, 1997 70 LF Canada Buffalo area Bridges New York Thruway Authority March, 1997 98 LF Mr. Ron Witt 716‐825‐2885 SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage Walnut Street Bridge New York DOT March, 1997 27 LF Elmira, NY Mr. Wendel Strum 607‐721‐5505 Smith Street Bridge City of Rochester DOT May, 1997 160 LF Irondequoit, New York Mr. Tom Hack 716‐428‐6852 Franklinville, NY New York DOT May, 1997 69 LF Mr. Dan Todd 607‐324‐2811 Batavia, NY area Bridges New York Thruway Authority July, 1997 430 LF Ray Richardson Town of Angelica, NY New York DOT July, 1997 188 LF Route 17 Bridge Mr. Dan Todd 607‐324‐2811 I‐15 North ramp to I515 NV DOT August, 1997 50 LF Las Vegas, NV Cliff Coleman 702‐385‐6504 Fernie, British Columbia Northland Road Services August, 1997 249 LF Canada M.P. 3273 ME DOT September, 1997 27 LF Bowdoinham, ME Lou Benner 207‐287‐2747 Centerville, TN Tennessee DOT September, 1997 190 LF Pewaukee, Wisconsin Wisconsin DOT September, 1997 289 LF Mr. Jim Ziehr 608-246-3800 Route 322 EB PennDOT October, 1997 6 LF West of Bellenfonte, PA Mark Bush 814‐765‐0493 Route 20 PennDOT October, 1997 20 LF St. Mary's, PA Mark Bush 814‐765‐0493 Route 22 PennDOT October, 1997 20 LF Blairsville, PA George Krouse 412‐439‐4281 Route 17 WB NY DOT October, 1997 141 LF Town of Angelica, NY Jake Carpenter 607‐324‐7580 SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage Syracuse, NY area bridges New York Thruway Authority October, 1997 1,145 LF Mr. Jim Hennessy 800‐462‐2556x392 St. Johnsonville, NY New York DOT October, 1997 312 LF Mr. Ken Clements 518‐457‐4265 West Nyack, NY Westchester County DOT January, 1998 136 LF U.S. 59 Flyover Bridge Mr. Phil Abenavoli 914‐285‐2569 Price George, British Columbia Yellowhead Road and Bridge March, 1998 53 LF Canada Kenosha, Wisconsin Wisconsin DOT March, 1998 2,123 LF Mr. Jim Ziehr 608-246-3800 Castle Rock, Colorado Colorado DOT March, 1998 40 LF Mr. Dennis Rhoades 303-757-9514 Lexington, South Carolina South Carolina DOT March, 1998 46 LF Mr. Curtis Brice 803‐740‐1695 Grand Forks, British Columbia Emcon April, 1998 84 LF Canada Genoa, Colorado Colorado DOT April, 1998 36 LF I‐70 Marc Mueller 719‐775‐2871 Willcox, Arizona Arizona DOT April, 1998 250 LF Mr. Mike Seney 602‐968‐6277 Waukasha, Wisconsin Wisconsin DOT April, 1998 370 LF Mr. Jim Ziehr 608-246-3800 Bridge over I‐45 Westbound, Exit 100 New Mexico DOT; District 6 July, 1998 40 LF Near Milan, NM Mr. Paul Meyer 505‐285‐3200 Syracuse, New York New York Thruway Authority July, 1998 1,435 LF Mr. Jim Hennessy 800‐462‐2556x392 Grand Forks, British Columbia Emcon July, 1998 28 LF Canada SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage Rosedale, British Columbia Emil Anderson Maintenance July, 1998 252 LF Canada I‐87 New Paltz, NY New York Thruway Authority July, 1998 80 LF D. A. Collins 518‐436‐3007 Williams Lake, British Columbia Caribou Road Services August, 1998 148 LF Canada Surrey, British Columbia Mainroad North Island August, 1998 56 LF Canada Contracting Grand Forks, British Columbia Emcon September, 1998 42 LF Canada Sunshine Coast Emcon September, 1998 33 LF Sechelt, British Columbia, Canada I‐90 Bridges New York Thruway Authority September, 1998 262 LF Batavia, NY Mr. Ron Witt 716‐825‐2885 I‐90 Bridges New York Thruway Authority September, 1998 418 LF Silver Creek, NY Mr. Ron Witt 716‐825‐2885 Harrisburg, Pennsylvania PennDOT District 8‐5 October, 1998 133 LF Mr. Ray Ebersol 717‐787‐4735 Amsterdam, NY New York Thruway Authority October, 1998 157 LF Mr. Raymond Mars 518‐843‐4821 I‐90 Br. over Wehrle Dr, New York Thruway Authority October, 1998 392 LF I‐90 Br. Over Tonawanda Creek, Sealand Contractors I‐90 Br. Over Cayuga Road 716‐825‐2885 Erie County I‐90/I‐400 Interchange New York Thruway Authority October, 1998 152 LF West Seneca, NY Union Concrete 716‐825‐2885 I‐90 over Lake Avenue Br. New York Thruway Authority October, 1998 727 LF I‐90 over North Creek Rd. Br. Union Concrete I‐90 over Gowans Rd. Br. 716‐825‐2885 I‐90 over Temple St. Br. I‐90 over Allegheny Rd. Br. Erie & Chautaugua Counties SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage Buffalo area Thruway Bridges New York Thruway Authority October, 1998 524 LF Mr. Ron Witt 716‐825‐2885 off I‐295 over I‐90 New York Thruway Authority November, 1998 230 LF East Chatham, NY D.A. Collins 518‐436‐3007 Rt. 16 over Rt. 75 New Hampshire DOT November, 1998 63 LF Milton, New Hampshire Mr. Chuck Corliss 603‐271‐3667 N633, W233, Highway 164 Wisconsin DOT March, 1999 192 LF Waukesha, Wisconsin Surrey, British Columbia Mainroad Contracting April, 1999 96 LF Canada Grand Fork, British Columbia Emcon April, 1999 116 LF Canada Nelson, British Columbia VSA Highway Maintenance May, 1999 29 LF Canada Terrace, British Columbia Nechako Northcoast Constr. June, 1999 74 LF Canada Clarks Ferry Bridge Pennsylvania DOT June, 1999 217 LF Clarks Ferry, PA District 8‐5 Clarks Ferry Bridge Pennsylvania DOT June, 1999 14 LF Clarks Ferry,PA Prince George, British Columbia Yellowhead Road & Bridge July, 1999 41 LF Canada Surrey, British Columbia Mainroad Contracting July, 199 100 LF Canada Merritt, British Columbia HMC Services, Inc. July, 1999 100 LF Canada Clarks Ferry Bridge Pennsylvania DOT August, 1999 14 LF Clarks Ferry, PA District 8‐5 Olympic Department Store Olympic Department Stores August, 1999 24 LF Turnwater, Washington Merritt, British Columbia HMC Services, Inc. September, 1999 15 LF Canada SILICOFLEX INSTALLATION LIST Location Owner Contractor Installation Date Footage I‐70 Eastbound Pennsylvania DOT October, 1999 36 LF Crysatl Springs, PA District 9‐4 Bob Knoll Austin‐Hall Railroad Construction Co. October, 1999 80 LF I‐95 Bridges Nevada DOT November, 1999 3613 LF Reno, Nevada High Street Bridge Paterson‐Stevens, Inc. March, 2000 59 LF City of Corning / Steuben County, NY Omaha, Nebraska McGill Brothers Construction April, 2000 73 LF Courtnay, British Columbia Mainroad North Island Contr. April, 2000 73 LF Canada Nelson, British Columbia VSA Highway Maintenance April, 2000 30 LF Canada Prince George, British Columbia Yellowhead Road & Bridge May, 2000 29 LF Canada Merritt, British Columbia HMC Services, Inc. June, 2000 100 LF Canada S.R. 3047 over Laurel Hill Creek Pennsylvania DOT June, 2000 56 LF Borough of Ursina, PA Somerset County Bridge over I‐70 Pennsylvania DOT June, 2000 72 LF Warfordsburg, PA District 9‐4 Mr. Gary Horton MP 471.75, 472.65, 478.17, 481.33, NYS Thruway, Buffalo Division July, 2000 960 LF 481.34, 485.86, 489.74 & 492.67 Chautauqua County Grand Forks, British Columbia Emcon July, 2000 43 LF Canada Albany County, NY NYS Thruway Authority July, 2000 20 LF Amsterdam Bridge Maintenance Mr.
Load more

Recommended publications
  • Mohawk River Watershed – HUC-12
    ID Number Name of Mohawk Watershed 1 Switz Kill 2 Flat Creek 3 Headwaters West Creek 4 Kayaderosseras Creek 5 Little Schoharie Creek 6 Headwaters Mohawk River 7 Headwaters Cayadutta Creek 8 Lansing Kill 9 North Creek 10 Little West Kill 11 Irish Creek 12 Auries Creek 13 Panther Creek 14 Hinckley Reservoir 15 Nowadaga Creek 16 Wheelers Creek 17 Middle Canajoharie Creek 18 Honnedaga 19 Roberts Creek 20 Headwaters Otsquago Creek 21 Mill Creek 22 Lewis Creek 23 Upper East Canada Creek 24 Shakers Creek 25 King Creek 26 Crane Creek 27 South Chuctanunda Creek 28 Middle Sprite Creek 29 Crum Creek 30 Upper Canajoharie Creek 31 Manor Kill 32 Vly Brook 33 West Kill 34 Headwaters Batavia Kill 35 Headwaters Flat Creek 36 Sterling Creek 37 Lower Ninemile Creek 38 Moyer Creek 39 Sixmile Creek 40 Cincinnati Creek 41 Reall Creek 42 Fourmile Brook 43 Poentic Kill 44 Wilsey Creek 45 Lower East Canada Creek 46 Middle Ninemile Creek 47 Gooseberry Creek 48 Mother Creek 49 Mud Creek 50 North Chuctanunda Creek 51 Wharton Hollow Creek 52 Wells Creek 53 Sandsea Kill 54 Middle East Canada Creek 55 Beaver Brook 56 Ferguson Creek 57 West Creek 58 Fort Plain 59 Ox Kill 60 Huntersfield Creek 61 Platter Kill 62 Headwaters Oriskany Creek 63 West Kill 64 Headwaters South Branch West Canada Creek 65 Fly Creek 66 Headwaters Alplaus Kill 67 Punch Kill 68 Schenevus Creek 69 Deans Creek 70 Evas Kill 71 Cripplebush Creek 72 Zimmerman Creek 73 Big Brook 74 North Creek 75 Upper Ninemile Creek 76 Yatesville Creek 77 Concklin Brook 78 Peck Lake-Caroga Creek 79 Metcalf Brook 80 Indian
    [Show full text]
  • NY Excluding Long Island 2017
    DISCONTINUED SURFACE-WATER DISCHARGE OR STAGE-ONLY STATIONS The following continuous-record surface-water discharge or stage-only stations (gaging stations) in eastern New York excluding Long Island have been discontinued. Daily streamflow or stage records were collected and published for the period of record, expressed in water years, shown for each station. Those stations with an asterisk (*) before the station number are currently operated as crest-stage partial-record station and those with a double asterisk (**) after the station name had revisions published after the site was discontinued. Those stations with a (‡) following the Period of Record have no winter record. [Letters after station name designate type of data collected: (d) discharge, (e) elevation, (g) gage height] Period of Station Drainage record Station name number area (mi2) (water years) HOUSATONIC RIVER BASIN Tenmile River near Wassaic, NY (d) 01199420 120 1959-61 Swamp River near Dover Plains, NY (d) 01199490 46.6 1961-68 Tenmile River at Dover Plains, NY (d) 01199500 189 1901-04 BLIND BROOK BASIN Blind Brook at Rye, NY (d) 01300000 8.86 1944-89 BEAVER SWAMP BROOK BASIN Beaver Swamp Brook at Mamaroneck, NY (d) 01300500 4.42 1944-89 MAMARONECK RIVER BASIN Mamaroneck River at Mamaroneck, NY (d) 01301000 23.1 1944-89 BRONX RIVER BASIN Bronx River at Bronxville, NY (d) 01302000 26.5 1944-89 HUDSON RIVER BASIN Opalescent River near Tahawus, NY (d) 01311900 9.02 1921-23 Fishing Brook (County Line Flow Outlet) near Newcomb, NY (d) 0131199050 25.2 2007-10 Arbutus Pond Outlet
    [Show full text]
  • The New York State Flood of July 1935
    Please do not destroy or throw away this publication. If you have no further use for it write to the Geological Survey at Washington and ask for a frank to return it UNITED STATES DEPARTMENT OF THE INTERIOR Harold L. Ickes, Secretary GEOLOGICAL SURVEY W. C. Mendenhall, Director Water-Supply Paper 773 E THE NEW YORK STATE FLOOD OF JULY 1935 BY HOLLISTER JOHNSON Prepared in cooperation with the Water Power and Control Commission of the Conservation Department and the Department of Public Works, State of New York Contributions to the hydrology of the United States, 1936 (Pages 233-268) UNITED STATES GOVERNMENT PRINTING OFFICE WASHINGTON : 1936 For sale by the Superintendent of Documents, Washington, D. C. -------- Price 15 cents CONTENTS Page Introduction......................................................... 233 Acknowledgments...................................................... 234 Rainfall,............................................................ 235 Causes.......................................................... 235 General features................................................ 236 Rainfall records................................................ 237 Flood discharges..................................................... 246 General features................................................ 246 Field work...................................................... 249 Office preparation of field data................................ 250 Assumptions and computations.................................... 251 Flood-discharge records........................................
    [Show full text]
  • Before Albany
    Before Albany THE UNIVERSITY OF THE STATE OF NEW YORK Regents of the University ROBERT M. BENNETT, Chancellor, B.A., M.S. ...................................................... Tonawanda MERRYL H. TISCH, Vice Chancellor, B.A., M.A. Ed.D. ........................................ New York SAUL B. COHEN, B.A., M.A., Ph.D. ................................................................... New Rochelle JAMES C. DAWSON, A.A., B.A., M.S., Ph.D. ....................................................... Peru ANTHONY S. BOTTAR, B.A., J.D. ......................................................................... Syracuse GERALDINE D. CHAPEY, B.A., M.A., Ed.D. ......................................................... Belle Harbor ARNOLD B. GARDNER, B.A., LL.B. ...................................................................... Buffalo HARRY PHILLIPS, 3rd, B.A., M.S.F.S. ................................................................... Hartsdale JOSEPH E. BOWMAN,JR., B.A., M.L.S., M.A., M.Ed., Ed.D. ................................ Albany JAMES R. TALLON,JR., B.A., M.A. ...................................................................... Binghamton MILTON L. COFIELD, B.S., M.B.A., Ph.D. ........................................................... Rochester ROGER B. TILLES, B.A., J.D. ............................................................................... Great Neck KAREN BROOKS HOPKINS, B.A., M.F.A. ............................................................... Brooklyn NATALIE M. GOMEZ-VELEZ, B.A., J.D. ...............................................................
    [Show full text]
  • New York State Thruway Authority
    PRELIMINARY OFFICIAL STATEMENT DATED OCTOBER 7, 2019 NEW ISSUE BOOK ENTRY - ONLY In the opinion of Hawkins Delafield & Wood LLP, Bond Counsel to the Authority, under existing statutes and court decisions and assuming continuing compliance with certain tax covenants described herein, (i) interest on the Series 2019B Junior Indebtedness Obligations ch such is excluded from gross income for federal income tax purposes pursuant to Section 103 of the Internal Revenue Code of 1986, as amended (the “Code”) and (ii) interest on the Series 2019B Junior Indebtedness Obligations is not treated as a preference item in calculating the alternative minimum tax under the Code. In addition, in the opinion of Bond Counsel to the Authority, under existing statutes, interest on the Series 2019B Junior Indebtedness Obligations is exempt from personal income taxes imposed by the State of New York and any political subdivision thereof. See “TAX MATTERS” for further information. nces nces will this Preliminary $1,700,000,000* New York State Thruway Authority General Revenue Junior Indebtedness Obligations Series 2019B Dated: Date of Delivery Due: January 1, as shown on the inside cover Interest is payable each January 1 and July 1, commencing July 1, 2020. The New York State Thruway Authority General Revenue Junior Indebtedness Obligations, Series 2019B (the “Series 2019B Junior Indebtedness Obligations”) are issuable only as fully registered bonds without coupons, in denominations of $5,000 or any integral multiple thereof. The Series 2019B Junior Indebtedness t notice. Under no circumsta Obligations will be issued initially under a book-entry only system and will be registered in the name of Cede & Co., as nominee of The Depository Trust Company, New York, New York (“DTC”), which will act as securities depository for the Series 2019B Junior Indebtedness Obligations.
    [Show full text]
  • East Canada Creek Basin Assessment
    EMERGENCY TRANSPORTATION INFRASTRUCTURE RECOVERY WATER BASIN ASSESSMENT AND FLOOD HAZARD MITIGATION ALTERNATIVES EAST CANADA CREEK HERKIMER COUNTY, NEW YORK April 2014 MMI #5231-01 Photo Source: Milone & MacBroom, Inc. (2013) This document was prepared for the New York State Department of Transportation, in cooperation with the New York State Department of Environmental Conservation. Prepared by: MILONE & MACBROOM, INC. 99 Realty Drive Cheshire, Connecticut 06410 (203) 271-1773 www.miloneandmacbroom.com Copyright 2014 Milone & MacBroom, Inc. TABLE OF CONTENTS Page 1.0 INTRODUCTION............................................................................................................................... 1 1.1 Project Background .................................................................................................................. 1 1.2 Nomenclature ............................................................................................................................ 3 2.0 DATA COLLECTION ....................................................................................................................... 3 2.1 Initial Data Collection ............................................................................................................... 3 2.2 Public Outreach ........................................................................................................................ 3 2.3 Field Assessment .....................................................................................................................
    [Show full text]
  • Irrigation Papers
    56TH CoNGREss, } HOUSE OF REPRESENTATIVES. j DocUME.NT 1st Session. 1 1 No. 725. DEPARTMENT OF THE INTERIOR WATER-SUPPLY IRRIGATION PAPERS OF THE UNITED STATES GEOLOGICAL SURVEY No. 39 · OPERATIONS AT RIVER STATIONS, 1899.-PART V W .ASHINGTON GOVERNMENT PRINTING OFFICE 1900 l 1 ~_j UNITED STATES GEOLOGICAL SURVEY CH~RLES D. WALCOTT, DIRECTOR OPERATIONS AT RIVER STATIONS, 1899 A REPORT OF THE DIVISION OF HYDROGRAPHY OF THE UNITED STATES GEOLOGICAL SURVEY PART V WASHINGTON GOVERNMENT PRINTING OFFICE 1900 . ! 1 J I CONTENTS. Page. Measurements at river stations ___________________________________________ _ 403 Kings River at Red Mountain, California. _____________________________ _ 403 Kings River at Kingsburg, California _________________________________ _ 404 Kern River near Bakersfield, California __________________________ ~ ____ _ 405 Mohave River at Victor, California _____ . _____________________________ _ 408 Los Angeles River at The Narrows, California _________________________ _ 409 Arroyo Seco, California _______________________ . ______________________ _ 410 San Gabriel River above Azusa, California ____________________________ _ 410 Lytle Creek at mouth of canyon, California ___________________________ _ 413 Santa Ana River at Warmsprings, California __________________________ _ 418 Mill Creek in canyon, California. _____________________________________ _ 421 Developed water of San Bernardino Valley, California _________________ _ 423 Temescal Creek near Rincon, California _______________________________ _ 425 Chino Creek at
    [Show full text]
  • Freeze-Up Ice Jams
    ICE JAM REFERENCE AND TROUBLE SPOTS Ice Jam Reference Ice jams cause localized flooding and can quickly cause serious problems in the NWS Albany Hydrologic Service Area (HSA). Rapid rises behind the jams can lead to temporary lakes and flooding of homes and roads along rivers. A sudden release of a jam can lead to flash flooding below with the addition of large pieces of ice in the wall of water which will damage or destroy most things in its path. Ice jams are of two forms: Freeze up and Break up. Freeze up jams usually occur early to mid winter during extremely cold weather. Break up jams usually occur mid to late winter with thaws. NWS Albany Freeze Up Jam Criteria: Three Consecutive Days with daily average temperatures <= 0°F NWS Albany Break Up Jam Criteria: 1) Ice around 1 foot thick or more? And 2) Daily Average Temperature forecast to be >= 42°F or more? Daily Average Temperature = (Tmax+Tmin)/2 Rainfall/snowmelt with a thaw will enhance the potential for break up jams as rising water helps to lift and break up the ice. A very short thaw with little or no rain/snowmelt may not be enough to break up thick ice. ** River forecasts found at: http://water.weather.gov/ahps2/forecasts.php?wfo=aly will not take into account the effect of ice. ** Ice jams usually form in preferred locations in the NWS Albany HSA. See the “Ice Jam Trouble Spots” below for a list of locations where ice jams frequently occur. Ice Jam Trouble Spots **This is not an all inclusive list, but rather a list of locations where ice jams have been reported in the past.
    [Show full text]
  • Utica and Canajoharie Shales in the Mohawk Valley
    University of New Hampshire University of New Hampshire Scholars' Repository New England Intercollegiate Geological NEIGC Trips Excursion Conference Collection 1-1-1969 Utica and Canajoharie Shales in the Mohawk Valley Riva, John Follow this and additional works at: https://scholars.unh.edu/neigc_trips Recommended Citation Riva, John, "Utica and Canajoharie Shales in the Mohawk Valley" (1969). NEIGC Trips. 122. https://scholars.unh.edu/neigc_trips/122 This Text is brought to you for free and open access by the New England Intercollegiate Geological Excursion Conference Collection at University of New Hampshire Scholars' Repository. It has been accepted for inclusion in NEIGC Trips by an authorized administrator of University of New Hampshire Scholars' Repository. For more information, please contact [email protected]. Utica and Canajoharie Shales in the Mohawk Valley Leader: John Riva INTRODUCTION In Middle Ordovician time carbonate deposition in the Appalachian miogec syncline, from Pennsylvania to the island of Anticosti in the Gulf of St. Lawrence, was gradually replaced by an influx of black shale commonly referred to as the "Utica” shale. The "Utica” entered the miogeosyncline from the east or south­ east and progressively moved westward attaining the cratonal margins in Ontario (Manitoulin Island) and well overlapping the Precambrian Shield (Lake St. John area in Quebec) in late mid-Ordovician time. This black shale invasion was followed by coarse clastic sediments, first represented by the Schenectady beds in the lower Mohawk valley, northwestern New York, and parts of Ontario and Quebec. The "Utica" consists essentially of grey-black shale and thin limestone interbeds; lithologically, shales in the upper Mohawk valley are indistinguishable from those, much older, in the lower Mohawk.
    [Show full text]
  • Montgomery County Countywide Resiliency Plan
    NYRCR MONTGOMERY COUNTY NY RISING COUNTYWIDE RESILIENCY PLAN July 2014 NY Rising Community Reconstruction Program This page intentionally left blank Montgomery County NYRCR Planning Committee Name Position Group/Organization Dustin Swanger Co-Chair Fulton-Montgomery Community College Denis Wilson Co-Chair Fulmont Community Action Agency Ann Black Member Fulmont Community Action Agency Paul Clayburn Member Montgomery County Department of Public Works American Red Cross, Northeastern New York Region, Angelika Klapputh Member Albany, NY Michael McMahon Member Montgomery County Department of Social Services Corey Nellis Member Montgomery County Soil and Water Conservation District Matt Ossenfort Member Montgomery County Executive Office Frederick Quist Member United Way of Montgomery County Nancy Ryan Member Fort Plain Reformed Church Jeffery Smith Member Montgomery County Emergency Management Office PREPARED BY This document was developed by the NYRCR Montgomery County Planning Committee as part of the NY Rising Community Reconstruction (NYRCR) Program and is supported by the NYS Department of State. The document was prepared by the following Consultant Team: AKRF, Inc.; Nagle, Tatich, Cranston LLC d/b/a Elan.3.Consulting (E.3); MJ Engineering and Land Surveying, PC; and CDM Smith, Inc. i This page intentionally left blank Foreword Introduction Flooding from severe summer storms in 2013 inflicted damages in five upstate counties, bringing home the reality that it no longer takes a hurricane or tropical storm for raging flood waters to wreak havoc in our communities. Those summer storms – as well as Superstorm Sandy, Hurricane Irene, and Tropical Storm Lee – signal that we need to rebuild our com- munities in a way that will mitigate against future risks and build increased resilience.
    [Show full text]
  • Working Group B (Expressway Systems Options)
    Working Group B Report Expressway System Options April 2007 SUMMARY The Capital District Transportation Committee is in the midst of an update to its official New Visions regional transportation plan. The update will extend the horizon to 2030 and address emerging issues. In January 2004, CDTC established five “working groups” to help the staff analyze in parallel the subjects requiring further study (as identified by the Quality Region Task Force) and to guide the documentation of the analysis. Working Group B was charged with investigating and documenting “Expressway System Issues The “expressway system” is and Options”. Working Group B was made up of defined as the entire interstate representatives from CDTC staff, NYSDOT Region 1, system, Alternate Route 7, NY NYSDOT Main Office, CDTA, the New York State 85 from I-90 to the NYS Thruway Authority (NYSTA), and one Quality Region Thruway, the I-90 Phase I Task Force member. This report summarizes the research, Connector and the South Mall analysis and findings by Working Group B. Expressway/Dunn Memorial Bridge. The 2004 report has been modified slightly to acknowledge that the New Visions 2030 Finance Plan overall budget is consistent with the Working Group B bridge needs estimates, pavement and bridge maintenance estimates, and most of the section-specific reconstruction estimates. The cost estimates for the Thruway bridges have been more clearly defined as part of the Finance Task Force work. Consequently, the Finance Task Force numbers will be used in the New Visions 2030 Plan. Working group members representing the “Expressway” System in the Capital District New York State Department of Transportation and the New York State Thruway Authority were asked for detailed data regarding current infrastructure needs and attendant costs.
    [Show full text]
  • Jl Engeneuring, Pc K
    JJ CIVIL/STRUCTURAL LL ENGENEURING, P.C. ARCHITECTURAL KK INGENUITY IN ENGINEERING TRANSPORTATION PUBLIC WORKS COMMERCIAL RESIDENTIAL 5788 STONE ROAD LOCKPORT, NEW YORK 14094 PHONE/FAX: (716) 433-7485 E-Mail GODBRIDGE@ AOL.COM MOBILE: (716) 860-9200 JAMES L. KLINO, P.E. PRESIDENT OF JLK ENGENEURING, P.C. RELATED WORK EXPERIENCE: JLK Engeneuring, P.C. 5788 Stone Road Lockport, New York 14094 Detailed Structural analysis, and design, inspection, condition assessment, & load rating of bridge structures of all types. Bridge jacking analysis & design to replace bearings and repair concrete pedestals and piers. Structural analysis & design of scaffold systems & cable suspended metal deck Platform systems including but not limited to cables, metal decking, post clamping plates intermediate hangers, cable tie ups and all other component design peculiar to each type of structure. Custom design of scaffold & containment systems (rolling, modular, stationary, vertical and horizontal opening and closing, etc.) for steel, concrete and masonry structures (bridges, buildings, water tanks, chemical process towers, etc.) with difficult and varying geometric configurations of steel, traffic restrictions, waterway restrictions, and paint removal methods. Design of containment systems in conformance with SSPS Guidelines and all levels of containment types including designs required to resist and sustain hurricane wind speeds. Design in conformance with all applicable codes and industry standards (IE: AISC, ACI, OSHA, SSPC, Etc.) Staad analysis used extensively in modeling Bridges, Scaffolds, & Platform systems, analysis of existing structures to verify adequacy of supporting imposed construction loads. Detailed Structural analysis, and design, inspection, condition assessment, & load rating of bridge structures Contract Documents (Plans and Calculations prepared and submitted for Agency approval on each project.
    [Show full text]