Rudy McLellan, P.E. GEC, Inc., Baton Rouge, LA For Vicksburg Bridge Commission, VBC
|
|
|
- Cameron Garrison
- 5 years ago
- Views:
Transcription
1 OLD MISSISSIPPI RIVER BRIDGE AT VICKSBURG Challenges Maintaining a Vital East-West Rail Corridor Rudy McLellan, P.E. GEC, Inc., Baton Rouge, LA For Vicksburg Bridge Commission, VBC
2 River Crossings at Vicksburg Vicksburg, Miss East Bank R/R-Hwy 1930 I-20 Hwy 1973 Delta, LA West Bank
3 Bridge Plan, Elevation & Section
4 Thru Truss Section
5 Thru Truss Section 1921 Steam Engine
6 Piers with Lateral Movements
7 Recorded Pier Top Movements Pier West Pier West Pier West Pier West Pier West Pier West Pier Pier 4 Pier 3 Source: Pier 2 VBC Historical Records Pier 1 HNTB or Predecessors ( ) GEC ( )
8 Bridge Repairs 1996 To & 2007 Pier 2 Bearing Reset, Wind Anchor Reset, Conc. Support Enlarged 2002 Pier 2 Bearing Reset, Pier East Side Enlarged, Anchor Eyebar Reset 2002 Pier 6 Bearing Reset, Steel Expansion Joint Reset 2002 & 2011 Pier 1 Span 1 Lifted, 3.5 & 3.0 Thick Shims Added 2004 East Approach Steel Column Strengthening & Support Brackets 2005 Span 3 Truss Removed 7 From Truss, Stringers, Deck, Rails Pier 4 Pier 3 Source: Pier 2 VBC Historical Records Pier 1 HNTB or Predecessors ( ) GEC ( )
9 Vicksburg Pier 2 Wind Anchor Offsets Date Measurement Total Movement 1930 to West 10.3 West West 13.0 West Reset West West 17.9 West West 20.5 West West 23.3 West Reset West West 25.1 West
10 Vicksburg Pier 2 Bearing Reset Reset 1997, 2002 &
11 Pier 2 Bearing Support Enlarged Vicksburg 2012
12 Pier 2 Anchor Eyebar Reset Vicksburg Anchor Eyebar (50 Ft Long) 1.25 Thread Bars (Grade 150 Ksi) 2012
13 Pier 2 Wind Anchor Enlarged Vicksburg 2012
14 Pier 1 & 2 Tilt Measurements East toward Vicksburg Upper CL Cut Mark Pier 2 Lower CL Cut Mark Pier 1 Date Pier 2 Pier No Record 7.0 East East 9.1 East East 9.5 East East 9.6 East East 10.4 East East 12.8 East
15 Pier 4 Plumb Bob Measurements East toward Vicksburg Pier 4 Plumb Bob (35 Ft Long) 1993 To West Tilt
16 Bridge East Approach Elevation East toward Vicksburg Pier 3 Bent DR Bent ER Bent CR Pier 2 Pier 1 Bent BR Bent AR 1936 Steel Support Added 1929, Heavy Rock Revetment & Dikes
17 Pier 2, Pier 1, Bents ER & DR
18 Pier 2 East Side Enlarged Anchor Eye Bar Reset East toward Vicksburg 2012
19 Pier 1 Vertical Settlement Steel Shims Steel Bearing Date Total Shim Thickness Total Settlement 1929 to 1930 No Record Plans 1987 to Existing (+3.5 ) (+3.0 ) 10.7
20 Pier 1 Span 1 Jacking Total 400 Ton Dead Load Lift 6-Temporary 50 Ton Hydraulic Jacks at Each of the Two Bearing Permanent Steel Pipe Jack Support
21 Bent ER Vertical Settlement ER North Shims Total Shim Thickness (Settlement) Dates ER South ER North Prior To 1998 Existing (3.5 ) 1.2 (0.7 ) (14.4 ) 6.8 (6.3 ) (15.0 ) 9.2 (8.7 )
22 March 2011 Barge Collision Video Year Strikes 2013 Louisiana 1 0 Transportation Conference 0 2 Old Vicksburg 5 1 Railroad 1 4 Bridge 1
23 Questions Rudy McLellan, PE
DISTRICT PARISH STATE OF LOUISIANA DEPARTMENT OF TRASNPORTATION AND DEVELOPMENT BRIDGE INSPECTION REPORT ROUTE STRUCTURE NUMBER Form 3097_PO 09/2012 Page 1 of RECALL NUMBER CROSSING DESCRIPTION LENGTH
Design Public Hearing for the Existing and Proposed Bridge Crossings on Aden Road (Rte 646) over the Norfolk Southern RR, Nokesville, Virginia
Design Public Hearing for the Existing and Proposed Bridge Crossings on Aden Road (Rte 646) over the Norfolk Southern RR, Nokesville, Virginia September 18, 2013 Nicholas J. Roper, P.E. District Bridge
Use steel clip angle as a drill template and drill through mullion. Install bolts with bolt heads on the masonry side of the jamb mullion.
Additional 200xpt and 250xpt installation instructions are shown on page 11. STICK METHOD ERECTION (refer to figures 1 and 2) Step 1 Establish all control lines and grades. Step 2 Attach steel intermediate
A A A T E C H N O L O G Y
A A A T E C H N O L O G Y & SPECIALTIES CO., INC. H A R D W A R E C A T A L O G TOTAL SOLUTION SERVICE For the Industrial Piping Marketplace 2011 www.aaatech.com 4 0 Y E A R S S E R V I N G I N D U S T
Historic Bridge Foundation Facebook Archives
Historic Bridge Foundation Facebook Archives Did You Know That all of Budapest s bridges were bombed and nearly destroyed in World War II? August 2017 This might come as a surprise if you look at the bridges
TGS CEDAR PORT INDUSTRIAL PARK
Grand Pkwy ±10,000 ACRES AVAILABLE R Loop 201 R BNSF BAYER CHEMICAL UP & TGS INDUSTRIAL PARK FM 14 05 NRG BAYTOWN WATER RESERVOIR HOME DEPOT Fisher Rd PBP EXEL CEDAR PORT WAL-MART BORUSAN MANNESMANN Borusan
Visual Presentation Drawings
Visual Presentation Drawings GLASS 8 7 3 8 7 3 8 0 48 4 47 4 GLASS WITH CUTOUT 8 CUTOUT 0 0 8 4 47 4 48 4 8 48 4 0 8 4 43 3 4 38 GLASS 8 43 3 4 38 5 5 54 5 6 54 7 8 8 8 54 7 8 54 5 6 304 4 NORTH Break
MANUFACTURER OF QUALITY BLEACHERS, BENCHES, & PICNIC TABLES FOR OVER 25 YEARS
MANUFACTURER OF QUALITY BLEACHERS, BENCHES, & PICNIC TABLES FOR OVER 25 YEARS Toll Free (888)-568-9064 Fax (260)-482-7449 www.bleachers.net TABLE OF CONTENTS PORTABLE SEATING 4-5 GROUP SEATING 6-7, 10-11
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS C2213 / C2220
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS C2213 / C2220 Minor movement (or settling) can occur in some incidental harsh driving conditions (On or off road). A rubber bed mat is not a requirement
P3 & Design-Build. 101 st Annual THE Conference February 25 th, Speaker: Andrew Gensch, P.E.
P3 & Design-Build 101 st Annual THE Conference February 25 th, 2015 Speaker: Andrew Gensch, P.E. Presentation Outline Ohio River Bridges Project Overall Discussion Downtown Crossing and East End Locations
Head to University Avenue and save!
April 2011 Head to University Avenue and save! Liberty Tax Service at 1731 University Ave. W. in is offering a special for first-time customers who drive through the construction zone to get their taxes
IS A BUDGET ONLY DESCRIPTION QUANTITY UNIT
Miller Creek Consultants LLC CONCRETE RECAP 1/29/2009 ESTIMATE DATE: 1-Jan-09 Project: 4000 psi 95.00 Location: 3000 psi 88.00 PROJECT DATA PROJECT NAME: Concrete Estimate THIS IS A BUDGET ONLY DESCRIPTION
California Department of Transportation. An Overview of the State Movable Bridge Inventory
California Department of Transportation An Overview of the State Movable Bridge Inventory Movable Bridges of California 63 Operating in California (15 State, 30 County, 13 Railroad, 3 Military, 2 Private)
80' MIN 100'-0" 15'-0" 2 FEDERALLY DREDGED NAVIGATION CHANNEL MEASURED AT EL -10' (NOTE 4) NAVIGATION CHANNEL EXISTING YACHT CLUB FLOATS
11 3 1 6 9 4 5 4 8 7 7 9 ' MUDLINE ELEVATION 8 1 6 11 6 1 7 8 5 7 7 12 11 5 12 7 8 9 5 11 8 REVISED FEDERAL LIMIT FOR DREDGING FEDERAL LIMIT FOR DREDGING 12 1 11 7 1 4 8 5 8 5 14 4 14 3 9 3 8 5 1 5 11
Introduction...COMB-2 Design Considerations and Examples...COMB-3
SECTION DIRECTORY General Information Introduction...COMB-2 Design Considerations and Examples...COMB-3 Combination Assembly Recommendations and Limitations Composite Configurations...COMB-4 Typical Sealant
Mississippi River & Tributaries Project History & Overview
Mississippi River & Tributaries Project History & Overview Watershed Division Mississippi Valley Division 17 June 2015 US Army Corps of Engineers BUILDING STRONG Lake Texoma Spillway Tulsa Little Rock
Strut Clamp Pipe & Conduit
PRODUCT SPECIFICATIONS 0F Strut Clamp Pipe & Conduit Size: Steel pipe sizes 2" through 0" Finish: Electro-Galvanized Pipe clamps are designed to fit into the opening of 5 /8" wide channel profiles Pre-Assembled
KAWNEER 1786 RIM EXIT DEVICE
FEBRUARY, 2015 1 DOOR STILE Device C L 40" 41-9/32" Cylinder C L Bottom of door RIM EXIT DEVICE LOCATION DOGGING KEY EXIT DEVICE FILLER PLATE CYLINDER & CYLINDER RING HOUSING COVER CYLINDER INSTALLATION
HARD. Preventing. Nosegear Touchdowns
Preventing HARD Nosegear Touchdowns In recent years, there has been an increase in the incidence of significant structural damage to commercial airplanes from hard nosegear touchdowns. In most cases, the
Bridging Belmont. By ROGER AMSDEN, LACONIA DAILY SUN
Bridging Belmont This covered bridge was bought for $1 in 2013 from Dover, and broken into three sections. One section was installed two years ago, and the second and third sections were combined for a
Friday, September 14, 2018
Friday, September 14, 2018 American Currents Key Issues - Reduced tow sizes SB from St. Louis to Gulf by one string (5 barges) - Industry is tracking Hurricane Florence and the potential impact to the
Select Barn Equipment
Gates Kow Kisser Freestalls Rubber Matting & much more!!! TABLE OF CONTENTS Galvanized Gates...3 Fiberglass Gates...4 Flex-Tip Gates...4 Gate Options...5 Freestalls...6 Infra-rail System...7 Feedrail...10
TITAN Fuel Tanks. INSTALLATION INSTRUCTIONS G e n e r a t i o n V
TITAN pt. no.: 02 0000 0128 Important: Please read these instructions carefully and completely before starting the installation. TITAN Fuel Tanks INSTALLATION INSTRUCTIONS G e n e r a t i o n V Extended
Texas Department of Transportation Corpus Christi District. Corpus Christi Harbor Bridge
Texas Department of Transportation Corpus Christi District Corpus Christi Harbor Bridge Presented by Russel W. Lenz, P.E. Corpus Christi District Engineer For 2009 Texas Ports and Waterways Conference
ARLINGTON MARKETPLACE NEW RETAIL BATON ROUGE, LA
ARLINGTON MARKETPLACE NEW RETAIL BATON ROUGE, LA 636 ARLINGTON CREEK CENTER BOULEVARD BATON ROUGE, LA 70820 Justin Langlois, CCIM Managing Director 225.367.1515 x104 justin.langlois@svn.com Benjamin Graham,
Reliance-TC-Type l Standard Horizontals-Aluminum Pressure Plates Integral TC Verticals w/o Face Cap - 2-1/2 x 6
Reliance-TC-Type l Standard Horizontals-Aluminum Pressure Plates Integral TC Verticals w/o Face Cap - 2-1/2 x 6 Table of Contents (Drawing numbers ie H3505 used as CAD detail reference only ) Elev-RcwTC-Type
Reliance-TC-Type l Standard Horizontals-Aluminum Pressure Plates Integral TC Verticals w/o Face Cap - 2-1/2 x7-1/4
Reliance-TC-Type l Standard Horizontals-Aluminum Pressure Plates Integral TC Verticals w/o Face Cap - 2-1/2 x7-1/4 Table of Contents (Drawing numbers ie H3405 used as CAD detail reference only ) Elev-RcwTC-Type
Meeting Notice: 7:00 P.M. Tuesday December 11, 2012 Memorial City Hall 1 st Floor Council Caucus Room 24 South Street Auburn, New York
The City of Auburn Historic Resources Review Board c/o Office Planning & Economic Development Memorial City Hall - 24 South Street Auburn, New York 13021 (315) 255-4115 Meeting Notice: 7:00 P.M. Tuesday
Waterways Council November 10, 2017
Waterways Council November 10, 2017 MULTI-PURPOSE LANDLORD PORT The Port of New Orleans generates its own revenues as a multipurpose landlord port. Cargo 69%; cruise 21%; real estate 10% Diversity increases
BUILD. In this issue: NEW AERIALS OF CONSTRUCTION NEW PROJECT IN CONSTRUCTION PAC K AG E 4. August 2018
BUILD C O N ST R U C T I O N Update August 2018 In this issue: NEW AERIALS OF CONSTRUCTION NEW PROJECT IN CONSTRUCTION PAC K AG E 4 AVENUE 12 CEDAR VIADUCT A VIEW FROM ROAD 27 ABOVE HSR CONSTRUCTION FRESNO
Series SSG and Captured corner mullion. Installation Instructions
Series 5500 SSG and Captured corner mullion Installation Instructions Part NO. Y556 February 2013 SECTION TABLE OF CONTENTS S-5500 SSG and Captured Corner Mullion Installation Instructions PAGE I. General
803 Airport Rd Terrell, TX (972) RELIANCE-TCIG -THERMAL COMPOSITE CURTAIN WALL - 2 1/2 x 7 1/4 -
803 Airport Rd Terrell, TX 75160 (972) 551-6100 RELIANCE-TCIG -THERMAL COMPOSITE CURTAIN WALL - 2 1/2 x 7 1/4 - Table of Contents (Drawing numbers ie V8401 used as CAD detail reference only ) Elevation_Rcw-TCIG_725
Reliance-TC-Type ll Thermal Composite Type ll - Horizontals and Verticals w/ Aluminum Pressure Plate - 2-1/2 x 7-1/4
Reliance-TC-Type ll Thermal Composite Type ll - Horizontals and Verticals w/ Aluminum Pressure Plate - 2-1/2 x 7-1/4 Table of Contents (Drawing numbers ie H6404 used as CAD detail reference only ) Elev-RcwTC-Type
803 Airport Rd Terrell, TX (972) RELIANCE-TCIG -THERMAL COMPOSITE CURTAIN WALL - 2 1/2 x 6 -
803 Airport Rd Terrell, TX 75160 (972) 551-6100 RELIANCE-TCIG -THERMAL COMPOSITE CURTAIN WALL - 2 1/2 x 6 - Table of Contents (Drawing numbers ie V8501 used as CAD detail reference only ) Elevation_Rcw-TCIG_600
Large testing machines, Proposal, List of Photographs & Titles, May 1951
Lehigh University Lehigh Preserve Fritz Laboratory Reports Civil and Environmental Engineering 1951 Large testing machines, Proposal, List of Photographs & Titles, May 1951 Fritz Lab Follow this and additional
The Holes Creek Bridge Replacement By Bradley McClelland
The Holes Creek Bridge Replacement By Bradley McClelland Each time there is a heavy rainstorm, the folks along Sheffield Road in the Dayton, Ohio suburb of West Carrollton have cause to be concerned. Holes
CONTACT: Nichole Lawrence CELL: FOR IMMEDIATE RELEASE Wednesday March 28, 2018
FOR IMMEDIATE RELEASE Wednesday March 28, 2018 CONTACT: Nichole Lawrence CELL: 731-225-6041 West Tennessee Construction March 28-April 4, 2018 Per TDOT Specifications, there will be no temporary lane closures
Outer Banks Bridges Update:
Outer Banks Bridges Update: Outer Banks Chamber of Commerce Economic Summit Jerry D. Jennings, PE - Division Engineer April 12, 2018 Mid-Currituck Bridge Currituck Sound (Wright Memorial Bridge) Alligator
Dufferin Jog Elimination Project
Project Project Status Update November 14 2007 Project History Planning Alternatives Criteria Measured Project Benefits Structural Configurations Considered Structural Design Considerations The Preferred
The Galveston Seawall
Coastal and Ocean Engineering ENGI.8751 Undergraduate Student Forum Faculty of Engineering and Applied Science, Memorial University, St. John s, NL, Canada. March, 2013 The Galveston Seawall Mark Harvey
Z-PURLIN MOUNTING WARNING:
Z-PURLIN MOUNTING WARNING: Big Ass Fans should not be installed unless the structure on which the fan is to be mounted is of sound construction, undamaged, and capable of supporting the loads of the fan
ARLINGTON MARKETPLACE NEW RETAIL BATON ROUGE, LA
ARLINGTON MARKETPLACE NEW RETAIL BATON ROUGE, LA 636 ARLINGTON CREEK CENTER BOULEVARD BATON ROUGE, LA 70820 Justin Langlois, CCIM Managing Director Benjamin Graham, CCIM Managing Director 225.367.1515
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS. Part # C3206. REVISED Version 6 BY: JL 8/5/2015 TECH SUPPORT (800)
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS Part # C3206 REVISED Version 6 BY: JL 8/5/2015 TECH SUPPORT (800) 246-8132 Warnings Truck Bed and Camper Protection Torklift does not recommend installing
IRONTON-RUSSELL BRIDGE REPLACEMENT
IRONTON-RUSSELL BRIDGE REPLACEMENT 2012-2016 District 9 Ohio Department of Transportation Ironton-Russell Bridge Replacement Existing Ironton-Russell Bridge Ironton-Russell Bridge Replacement Existing
HISTORY AND REVIEW OF RAILWAY-HIGHWAY GRADE CROSSING WARNING SYSTEMS AND THE GENESIS OF STANDARD SPECIFICATION
HISTORY AND REVIEW OF RAILWAY-HIGHWAY GRADE CROSSING WARNING SYSTEMS AND THE GENESIS OF STANDARD SPECIFICATION H ugh Kendall General Railway Signal Company IN T R O D U C T IO N Warning systems at railroad/highway
Abstract. Introduction
STATE OF PRACTICE OF GEOTECHNICAL ENGINEERING FOR DESIGN OF CUSTOM HOMES IN THE HOUSTON AREA BETWEEN 1990 AND 2001 BY BY DAVID A. EASTWOOD, P.E. 1 BY FRANK ONG, P.E. 2 PRESENTED AT FOUNDATION PERFORMANCE
FIXED WINDOW SECTION DETAILS
FIXED WINDOW SCALE " = '-0" FIXED WINDOW SECTION PROFILE @ HEAD SCALE '-0" = '-0" FIXED WINDOW SECTION PROFILE @ JAMB SCALE '-0" = '-0" FIXED WINDOW SECTION PROFILE @ SILL SCALE '-0" = '-0" NAO84 STEEL
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS C3215/C3215A
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS C3215/C3215A Minor movement (or settling) can occur in some incidental harsh driving conditions (On or off road). A rubber bed mat is not a requirement
EXTERNAL COMMUNICATIONS TEAM MEETING MARCH 2015
EXTERNAL COMMUNICATIONS TEAM MEETING MARCH 2015 1 SEGMENT 1 2 THE WISHBONE Connects the TEXpress Managed Toll System to the 35Express Managed Toll System Limits: Crown Road (near Royal Lane) to Valley
the foss seattle shipyard helping you succeed in a competitive market
the foss seattle shipyard helping you succeed in a competitive market the foss shipyard advantage When you decide to invest in your fleet, you can count on Foss s proven track record to get the job done
BuildingEnvelope Oldcastle ( ) -
BuildingEnvelope 1-866-Oldcastle (653-2278) - www.obe.com FG-1000 STOREFRONT 1-3/ X / 1/ GLAZING / CENTER SET Elev-Fg1000-CenterSet H4701-Horiz-OutsideGlz H4702-Head-OutsideGlz H4703-Sill-OutsideGlz-10PSF
Hydraulic Report. Trail 5 Snowmobile Trail Over Mulligan Creek. Prepared By: COLEMAN ENGINEERING COMPANY Karisa V. Falls, P.E.
Prepared for: Prepared by: Marquette County Road Commission Coleman Engineering Company Marquette, Michigan Iron Mountain, MI December 2011 Hydraulic Report Trail 5 Snowmobile Trail Over Mulligan Creek
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS. Part # A7006
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS Part # A7006 Parts List Wobble Stopper Body Wobble Stopper Shaft Camper Bracket Lower Bracket Assembly Upper Bracket Upper Bracket Clamp 3/8 SAE Flat
The Olathe Quiet Zone
The Olathe Quiet Zone LEARNING TO LIVE WITH THE RAILROAD AS YOUR NEIGHBOR APWA August 18, 2008 1 2 BNSF At-Grade Crossings BNSF System Track Map Emporia - 88 TPD Ft Scott - 40 TPD Southgate 8 TPD 3 BNSF
Effect of Support Conditions on Static Behavior of 1400m main span and 700m side span Cable-stayed Bridge
Effect of Support Conditions on Static Behavior of 1400m main span and 700m side span Cable-stayed Bridge Prof. G. M. Savaliya Department of Civil Engineering Government Engineering College, Surat, Gujarat,
PRESENTED TO Town of Middlebury, VT. PRESENTED BY VTrans, VHB, Fitzgerald & Halliday, Inc., and Kubricky Construction
PRESENTED TO Town of Middlebury, VT PRESENTED BY VTrans, VHB, Fitzgerald & Halliday, Inc., and Kubricky Construction Meeting with you today Brian Carpenter, Middlebury Selectboard Chair Jim Gish, Middlebury
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS FRONT TIEDOWNS CHAIN AND CLEVIS REMOVED
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS C2205/FMTPJ01NDCHSB FRONT TIEDOWNS CHAIN AND CLEVIS REMOVED 07.06.2011 Minor movement (or settling) can occur in some incidental harsh driving conditions
TREASURE ISLAND FERRY SHELTER & BUS SHELTERS. Arts Commission Civic Design Review APRIL 18, 2016
TREASURE ISLAND FERRY SHELTER & BUS SHELTERS PHASE 3 - CD Arts Commission Civic Design Review APRIL 18, 2016 PHASE 2 COMMENTS/INFORMAL SESSION FOLLOW UP 1. Lighten up the concrete base of the Ferry Shelter
Edward W. Daniel, LLC
Edward W. Daniel, LLC Manufacturers of Diamond D Hardware Since 1921 Manufacturing Warehousing & Distribution Packaging Edward W. Daniel, LLC Manufacturers of Diamond D Hardware Since 1921 About EWD Capabilities...
BUILD. Update CONSTRUCTION. In this issue: FEATURED PROJECT: KENT AVENUE ARCH CONSTRUCTION AT THE SJ RIVER VIADUCT FEBRUARY 2019
BUILD CONSTRUCTION Update FEBRUARY 2019 In this issue: ARCH CONSTRUCTION AT THE SJ RIVER VIADUCT FEATURED PROJECT: KENT AVENUE * Featured Project KENT AVENUE CP 2-3 CONSTRUCTION UPDATE February 2019 At
HIGH SPEED RAIL CROSSING WITH FLANGE-BEARING CROSS TRAFFIC. UPRR/TPW Crossing in Chenoa, IL
HIGH SPEED RAIL CROSSING WITH FLANGE-BEARING CROSS TRAFFIC UPRR/TPW Crossing in Chenoa, IL Written By Michael R. Garcia, P.E. Chief, Rail Engineering Bureau of Railroads Room 302 Illinois Department of
AASHTO AS Presented to AASHTO T 8, June 13, 2017
AASHTO AS 13 0024 Support for the HSCOBS Technical Committee on Moveable Bridges (T-8) in a Technical Advisory Role for Specification Updates Span Lock Design Study Presented to AASHTO T 8, June 13, 2017
D3107/ FMT09DGRO6.5 REAR TIEDOWNS W/ FACTORY INSTALLED RECEIVER APPLICATION FITS
D3107/ FMT09DGRO6.5 REAR TIEDOWNS W/ FACTORY INSTALLED RECEIVER APPLICATION FITS Minor movement (or settling) can occur in some incidental harsh driving conditions (on or off road). A rubber bed mat is
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS D4101. REVISED vers6 BY: JL 8/6/2015 TECH SUPPORT (800)
IMPORTANT OWNER-OPERATOR INSTALLATION INSTRUCTIONS D4101 REVISED vers6 BY: JL 8/6/2015 TECH SUPPORT (800) 246-8132 AFTER INSTALL, PLEASE GIVE THIS BOOKLET TO YOUR CUSTOMER 1 Warnings Truck Bed and Camper
Reliance-TC-Type ll Thermal Composite Type ll - Horizontals and Verticals w/ Aluminum Pressure Plate - 2-1/2 x 6
Reliance-TC-Type ll Thermal Composite Type ll - Horizontals and Verticals w/ Aluminum Pressure Plate - 2-1/2 x 6 Table of Contents (Drawing numbers ie H6504 used as CAD detail reference only ) Elev-RcwTC-Type
Grade Crossings in High Speed Rail Corridors
Grade Crossings in High Speed Rail Corridors 59 th ANNUAL ILLINOIS TRAFFIC ENGINEERING & SAFETY CONFERENCE October 21, 2010 Champaign, IL Michael E. Stead Rail Safety Section Illinois Commerce Commission
Paper 1F and 3H: Decision-Making Exercise. Wednesday 4 June 2008 Morning Resource Booklet. Advance Information
Paper Reference(s) 1313/1F and 3H Edexcel GCSE Geography B Paper 1F and 3H: Decision-Making Exercise Wednesday 4 June 2008 Morning Resource Booklet Advance Information Do not open before Wednesday 30 April
DIVISION BULLETIN NO. 2
OFFICE OF THE DIVISION ENGINEER CORPS OF ENGINEERS, MISSISSIPPI VALLEY DIVISION P.O. BOX 80, 1400 WALNUT STREET VICKSBURG, MS 39181 CEMVD-ET-CO February 2016 DIVISION BULLETIN NO. 2 NAVIGATION CONDITIONS
Return of the Minehead Turntable
Return of the Minehead Turntable A few years ago the thought of having a turntable at Minehead would have been unbelievable. We had the 55 turntable rescued from Pwllheli stored at Minehead for many years,
An Education In Offshore Pipeline Construction. By Allyn Stott
An Education In Offshore Pipeline Construction. By Allyn Stott In the mid 1980s I had an opportunity to visit an offshore pipeline laying barge. Fortunately the weather was clear, warm, and just about
Sample Estimate Reports Estimate Reports were created in XL-Pro Software
Sample Estimate Reports Estimating Pro Software Estimate Reports were created in XL-Pro Software / TIME EQUIP.. COST* AMOUNT - 1 GENERAL REQUIREMENTS 1.00 LSUM - INSURANCE - general liability 1.00 lsum
http://www.brokk.com/images/jpg/sando.jpg Sydney, Australia Arches can also be set above the deck as on the Sydney harbour bridge in Australia. This allows much more space beneath for ships to pass under.
OPEN CELL SHEET PILE TECHNOLOGY. Presentation to Alaska State Legislature, House Finance Committee
OPEN CELL SHEET PILE TECHNOLOGY Presentation to Alaska State Legislature, House Finance Committee OPEN CELL SHEET PILE Technology Retaining Wall System Patents Obtained by PND Engineers ARRC Dock, Seward,
REPORT ON TRAIN DERAILMENT IN PITTSBURGH TUNNEL WEDNESDAY OCTOBER 10, 2001 By Thomas Edward Fox
REPORT ON TRAIN DERAILMENT IN PITTSBURGH TUNNEL WEDNESDAY OCTOBER 10, 2001 By Thomas Edward Fox During the early morning hours of Wednesday, October 10, 2001, twelve hopper rail cars traveling on the Wheeling
Port of Pensacola - WHSE 9 & 10 52,500-92,500 SF WHSE +/-
Port of Pensacola - WHSE 9 & 10 52,500-92,500 SF WHSE +/- Port of Pensacola, one of Florida s 15 Deep Water Ports PORT PENSACOLA FACTS: Shortest steaming distance pier side to the 1st sea buoy in the Gulf
FORT YORK PEDESTRIAN & CYCLE BRIDGE
FORT YORK PEDESTRIAN & CYCLE BRIDGE November 2006 urban design landscape architecture architecture DTAH This is a new concept for the Fort York Pedestrian and Cycle Bridge linking Stanley Park (South)
K SIGNAGE & TRAFFIC CONTROL. Table of Contents
Table of Contents K1. ACCOMMODATION OF TRAFFIC... 1 K2. MINIMUM CONSTRUCTION SIGNING... 1 K3. SUBDIVISION SIGNS... 2 K4. TRAFFIC CONTROL DEVICES... 2 K4.1 Traffic Signs Regulations... 2 K4.2 Materials...
Blohm + Voss Oil Tools Service Support 24/7
Spare Parts and Inserts World wide Representatives for Service, Stocking and Repair Blohm + Voss Oil Tools Service Support 24/7 Blohm + Voss Oil Tools has recently enlarged its Main Equipment and Spare
Sound Transit. Tunnels and Underground Structures Committee January 24, 2011
Sound Transit 1 Tunnels and Underground Structures Committee January 24, 2011 Presentation Outline Overview of ST Construction Completed to date ST2 Plan Summary Construction Underway Commuter Rail Facilities
Assembly Instructions
ShadeLogic Quick Clamp Canopy Tilt-Mount Table Top Pop Up Assembly Instructions Fits Any Table up to 10' Table Not Included Description Model # 7'4" x 10' Quick Clamp Canopy 14553 Please read instructions
SECTION SPECIFICATIONS PART 1 GENERAL
PART 1 GENERAL 1.1 SECTION INCLUDES A. Shower doors. B. Sliding enclosures. C. Shower doors and panels. 1.2 RELATED SECTIONS A. Section 06100 - Rough Carpentry; blocking. B. Section 15400 - Plumbing Fixtures
Assembly Instructions - TSK
Assembly Instructions - Please read these instructions once completely before beginning with the individual steps. General Note Required Experience for the construction of gabions have to be the following
GARFIELD BRIDGE. Building A Bridge to No-Where
GARFIELD BRIDGE Building A Bridge to No-Where OCEANA COUNTY LOCATION Garfield Road leads to Stony Lake Outlet, a Benona Township park and popular Lake Michigan access GARFIELD BRIDGE OVER STONY CREEK
Tavernier Round. 3/8 x 1-7/8 Washer /8-16 Serrated Flange Nut
Tavernier Round Part # 420989 Round Packing List ITEM DESCRIPTION PART # 8 12 15 18 21 24 27 30 33 Carton # 1 8 x52 Gray Sawgrass 121449 1 - - - - - - - - Carton # 2 Carton # 3 12 x52 Gray Sawgrass 121450-1
Delivers the BEST SPRAY FINISH available on the market today! MADE IN THE USA WITH GLOBAL COMPONENTS
& Delivers the BEST SPRAY FINISH available on the market today! MADE IN THE USA WITH GLOBAL COMPONENTS Graco Handheld Sprayers the Best Choice for Small TrueCoat II sprayers are the fastest and easiest
AVAILABLE SPACE KANAWHA MANUFACTURING BUFFALO PLANT
AVAILABLE SPACE KANAWHA MANUFACTURING BUFFALO PLANT LOCATION Building Address - Route 62 Located in City Limits - No County - Putnam Located in Business/Industrial Park - No Can the Building be Multi-Tenant
APPENDIX F. Structural Design Report
APPENDIX F Structural Design Report CONSULTANT SERVICES FOR AN ENVIRONMENTAL ASSESSMENT (EA) STUDY OF WHARNCLIFFE ROAD WIDENING FROM BECHER STREET TO COMMISSIONERS ROAD CNR SUBWAY BRIDGE REPLACEMENT STRUCTURAL
LAS VARAS RANCH CA COASTAL TRAIL PROPOSED ALIGNMENT
LAS VARAS RANCH CA COASTAL TRAIL PROPOSED ALIGNMENT Santa Barbara Trails Council * Prepared by Ray Ford February 1,2012 The following notes accompany the Santa Barbara Trails Council map for the Las Varas
NEWS LETTER OF THE PIKES PEAK N GINEERS MODEL RAILROAD CLUB Celebrating 26 years of model railroading November 2015 RAILROADING SINCE OCTOBER 13, 1989
NEWS LETTER OF THE PIKES PEAK N GINEERS MODEL RAILROAD CLUB Celebrating 26 years of model railroading November 2015 RAILROADING SINCE OCTOBER 13, 1989 K&L Railroad, Rockwell, IA K&L Railroad sign, Rockwell
INVESTMENT OPPORTUNITY
INVESTMENT OPPORTUNITY SINGLE TENANT ABSOLUTE NNN INVESTMENT SUMMARY This property is a fee simple interest (land & building ownership), absolute NNN leased, corporate guaranteed, Boot Barn in Jackson,
Runway Roughness Evaluation- Boeing Bump Methodology
FLIGHT SERVICES Runway Roughness Evaluation- Boeing Bump Methodology Michael Roginski, PE, Principal Engineer Boeing Airport Compatibility Engineering ALACPA X Seminar, Mexico City, Mexico September 30-
Hose Clamps & Fittings
All Stainless Steel Marine or Underground Hose Clamps 5/16 HEX HEAD SCREW 60000 SERIES Highly corrosion resistant Use for marine or underground applications Stainless Steel Band, Housing Plated Steel Screw
Natare Stainless Steel Pools & Spas Elevated Pools, Whirlpools, Spas, Hydrotherapy, Competition, Recreation and Instructional Pools
Natare Corporation Equipment, Systems, Consulting and Engineering for Construction and Renovation of Swimming Pools, Aquatic Facilities and Water Features. Natare Stainless Steel Pools & Spas Elevated
National Transportation Safety Board
Accident no. Vessel names Accident type Location National Transportation Safety Board Marine Accident Brief Collision of Bulk Carrier Flag Gangos with Oil Tanker Pamisos and Floating Pier DCA14FM015 Flag
Runway Roughness Evaluation- Boeing Bump Methodology
FLIGHT SERVICES Runway Roughness Evaluation- Boeing Bump Methodology Michael Roginski, PE, Principal Engineer Boeing Airport Compatibility Engineering ALACPA X Seminar, Mexico City, Mexico September 3-
Longitudinal Joint Construction. Mike Robinson, PE
Longitudinal Joint Construction Mike Robinson, PE Inherently weaker than surrounding pavement Prone to deterioration Often drives rehabilitation FOD Longitudinal Joints Two predictors of success Density
Mathey Dearman's revolutionary MagnaCut XM enables
Pipe and Plate Cutter & Welder (PATENTED) Mathey Dearman's revolutionary enables the welder and pipefitter to cut, bevel, and even weld steel pipe and steel plate without having to secure the machine to
Guadalupe Delta Log Jam History & GBRA Operations in the Lower Basin. March 23, 2017
Guadalupe Delta Log Jam History & GBRA Operations in the Lower Basin March 23, 2017 Guadalupe Watershed Geographic Regions Guadalupe Watershed Geographic Regions Flat Delta Geomorphology Upper Delta Middle
YCU 750 TU Unitized Curtain Wall System
INSTALLATION INSTRUCTIONS 1 2 Installation Manual 2010 YKK AP America Inc. is a subsidiary of YKK Corporation of America. TABLE OF CONTENTS Installation Notes........................................ Page