Scratch-Building Concrete Bridge Piers Text and Photos by Steve Malcolm, Director, Eastern Iowa Division

Similar documents
N Scale Double Track Lift Bridge v1.2

KEYWORDS: Barge Stability, Steel Truss Erection, Horizontal Sliding of Steel Trusses

ARGENTINE CONNECTION BRIDGE TRIPLE TRACK CROSSING. Kansas City Terminal Railway Company

The New Incremental Launching Construction Technology of Jiubao Bridge Long-span Hybrid Arch-girder Structure

FM COMPONENT PARTS

Design and Rating of Steel Bridges

High School STRUCTURAL DESIGN AND ENGINEERING PROBLEM STATEMENT

STE. ANNE PEDESTRIAN BRIDGE. 24.4m LONG x 2.4m WIDTH

SR 0136-G10 ABC BRIDGE REPLACEMENT in Eighty Four, PA

I-74 over the Mississippi River

MEMORANDUM. From: Moffatt & Nichol. Date: April 3, Subj: Wharf J-10 Evaluation of Structure for EIR Document. M&N File No:

It must be lowered 5 feet (1.5 meters) onto the bearings. Waterway clearance is decreased.

AESTHETIC AND TECHNOLOGICAL CONCEPTS FOR THE NEW ROUTE 9 SOUTHBOUND BRIDGE AND THE REHABILITATION OF THE EDISON BRIDGE

The content for this class has been provided by the following PB employees: With assistance from: Martine Klein, P.E. Narration by Greg Metzger, PB

The construction technology of Chongqing Chaotianmen Bridge

SCCRTC- MP San Lorenzo River Bridge Walkway Widening Feasibility Report

GALVA-STOP. Pallet Rack Backing Safety System

Recent Major Cable-Stayed Bridges in Shanghai

Replacing the Aging US 52 Mississippi River Bridge

Types of Historic Bridges in Minnesota

SpiralVeyor SV Series

SECTION NON-STRUCTURAL METAL FRAMING

Construction and design features of the Bridge over the Danube River. Bulgaria

Bridge articulation No. 1.04

Assembly Instructions

Typical Deck Details. Shenandoah County, Virginia. Based on the 2012 Virginia Residential Code

Superstructure Guidelines

YIELD IMPROVEMENT CASE STUDY: STACKED SPRING CAPS

Q Line Shelving Bulk Storage Shelving Heavy Duty Reinforced Shelving

MIDAS Civil 2016 v2.1 Release Webinar. PSC Composite Design Check / Load rating

Popsicle Bridge Building Competition 2019

LEDGESTONE & Ledgestone radius

Storquip Pro-Lok. A world of quality storage products

Launching technique for the Viaduc de Millau

CSX BRIDGE OVER TENNESSEE RIVER SLOUGH NEAR BRIDGEPORT, ALABAMA BRIDGE REPLACEMENT AND TRACK IMPROVEMENTS. Introduction

ESTABLISHING A SOLID FOUNDATION FOR NEW BRIDGE CONSTRUCTION REPLACEMENT OF BRIDGE OVER THE SOUTH CANADIAN RIVER NEAR PURCELL, OKLAHOMA

INSPECTION AND REPAIR OF THE DETERIORATED RT.72 MANAHAWKIN BAY BRIDGE

Distriubted by Material Storage Systems, Inc CANTILEVER. Distriubted by Material Storage Systems, Inc

MDS TL5 Minimum Deflection Systems

PERI UP Easy * The lightweight and fast frame scaffold for safe working on facades

Brent Ellmann Structural Option 200 Minuteman Park, Andover, MA Structural Consultant: Dr. Hanagan

Guidelines for Checking Final Design Bridge Plans

KANSAS. Crossover. The Kansas Department of Transportation finds a new solution for stream crossings.

NORFOLK SOUTHERN CORPORATION UNDERPASS GRADE SEPARATION DESIGN CRITERIA

Constructing Fixed Span Bridges From Floating Equipment

Introduction.» Demolition Concepts» Concept Design» Final Design» Construction» Health Monitoring

Design & Seismic Detailing of Nonstandard Deep Precast Concrete Box Girders For Long Span Railroad Bridges By:

Modjeski and Masters, Inc. Consulting Engineers 04/18/06 St. Croix River Bridge 3D Analysis Report Introduction

I.C.E. BLOCK (U.S. Patent No. 4,223,501) Detail Manual

VIADUCTS BY PUSHING: INCREMENTALLY LAUNCHED BRIDGES

Dan Carrier Parsons Brinckerhoff Project Manager Cooper River Bridge Charleston, South Carolina

Substation #9 Instructions for Assembly of the HO scale kit. v1.1

Chapter 7. Roof Framing

Thinking Inside the Box

Create the classic look of stone...

MOH AND ASSOCIATES, INC., TAIWAN Design of Taiwan Friendship Bridge River Tempisque, Costa Rica

Steel King protective guard rail

Conceptual Design Report

STANDARDIZED STRUCTURES

Possible solution to past CM examination question. Question 3 - April Footbridge over a waterfall. by Saprava Bhattacharya

Executive Summary RPT-SPE December 21. Old Spences Bridge No Inspection Report

TRACK RAIL. Base Shoe Railing System

SECTION NON-STRUCTURAL METAL FRAMING

CE 435/535, Fall 2003 Preliminary Design Example 1 / 6

Mn/DOT BRIDGE INSPECTION REPORT

MINNESOTA HISTORIC PROPERTY RECORD PART I. PROPERTY IDENTIFICATION AND GENERAL INFORMATION

BILL OF QUANTITIES. Construction and Rehabilitation of wadi Gaza Bridges PAL Funded by Government of Brazil

Combisafe Site Stairway the safe temporary access solution

MDS TL4 Minimum Deflection Systems

Updated references to SEI/ASCE 7 to the 2016 edition once it is available.

OCTAGONAL SHAPE REDUCES AIRPLANE HANGAR COSTS

Typical Deck Details. Shenandoah County, Virginia. Based on the 2012 International Residential Code

REINFORCED CONCRETE MASONRY SECTION

MODULAR ACCESS SYSTEMS PRODUCT OVERVIEW

New Jersey Turnpike Authority

3.0 TEMPORARY DETOUR BRIDGES

CANADIAN MANUFACTURED PALLET RACKING OUR STRENGTH IS OUR PRODUCT ROLLFORMED RACK

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance

GUSSET PLATES IN RAILROAD TRUSS BRIDGES FINITE ELEMENT ANALYSIS AND COMPARISON WITH WHITMORE TESTING

Scott Neubauer. Bridge Maintenance and Inspection Engineer Office of Bridges and Structures Iowa DOT

STANDARDIZED CONCRETE BRIDGES IN TEXAS. John Holt, PE, Texas Department of Transportation Ronald Medlock, PE, Texas Department of Transportation

Blaxland Bridge Bearing Replacement

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance

Open-Web Trusses. Including Red-L, Red-W, Red-S, Red-M and Red-H Trusses. Design Flexibility. Outstanding Strength-to-Weight Performance

UNIVERSAL BRACKET. Shown in red color for illustration purposes. Bracket can be painted to match panels.

BOOMILEVER 2019 BOOMILEVER 2019 BOOMILEVER 2019 UNDERSTANDING THE BOOMILEVER EVENT

PRECAST CONCRETE GIRDER ERECTION

Excel - STEM Scenario: The Bridge is Out!! Year 7

C&O Standard Brick Cabin Instruction Manual

PORTA-FAB Cleanroom Wall Systems

Historic Bridge Foundation Facebook Archives

Edge-of-Dock Leveler 'BA' - 'BX' Series. Owner s Manual and Installation Instructions

Extruder NANO Machines Products

CASE STUDIES FOR STEEL BRIDGE ERECTION: CONVENTIONAL, LATERAL SLIDES, AND INCREMENTAL LAUNCHING

Shelving PRODUCT CATALOG

Ministry of Forests & Range

Steel Forming System BROCHURE. A durable, all-steel forming system that is ideal for pier caps and self-spanning applications.

Typical Deck Details. Albemarle County, Virginia. Based on the 2012 Virginia Residential Code

Chuck Brooks, P.E., P.Eng. C&S Engineers

I-94/I-69 Interchange Bridge Construction

Transcription:

Scratch-Building Concrete Bridge Piers Text and Photos by Steve Malcolm, Director, Eastern Iowa Division Installing a model railroad bridge into a layout presents many unique challenges. One of the most common obstacles is finding the right pier to support your type of bridge. Commercially available piers will be workable in most typical installations, but they will limit the maximum height, and the bridge types able to be set upon them. One option to overcome the limitations of commercial offerings is to scratch build your own.

Recently, while trying to bridge Minnow Creek on the Hawkeye Model Railroad Club layout, I needed four bridge piers of differing heights. In addition, I faced the challenge of creating a pier design that would support both a Micro Engineering Deck Girder and a Walthers Truss bridge. Realizing that I was not going to find suitable commercial products, I set out to create my own. The first step was to create a template drawing in HO scale. This would allow for easy transfer of the dimensions to sheet styrene with a pair of dividers. The inspiration for my template design came from the Rock Island Railroad crossing of the Iowa River in Iowa City, IA. I wanted to capture the tapered look of how these piers were constructed. Rather than climbing around the piers to get prototype dimensions, I decided a more practical, if not safer, approach would be to work up the dimensions from the actual model bridges. This, of course, was not as much fun.

Measuring the outside to outside dimensions of the bridge shoes on the Walters Truss Bridge, and adding two scale feet determined the widths at the top of the pier. The extra two feet would provide an additional 12 of concrete for the bridge to bear on, resulting in a bearing face of 26 x 6-6. I chose to taper the piers at 5 because, well, it looked right. Using the height requirement of the tallest pier I needed, I decided on 40 for the height of the template drawing. With the 5 taper, this resulted with a pier base of approximately 30 x 9-4. Determining the dimensions of the pocket to support the Micro Engineering Deck Girder was figured in much the same way as the bearing face for the Walthers Truss. Again, the outside measurements of the bridge shoes were used to create the width and depth of the pocket. Figuring the height of the pocket was a little tricky, and required the use of calipers to measure the offset distance between the shoes of the two bridges. After working up the pocket dimensions, I did decide to incorporate a concrete cap into the template for the piers where the girder and truss meet. The cap increased the bearing face for the two bridges, allowing for more horizontal tolerance when actually mounting them. An added benefit was one template that provided two options of pier construction. Once the template drawing was complete, starting construction of the piers is simply a matter of transferring the dimensions to a sheet of styrene. For this project I chose to use Evergreen Scale Models.040 plain sheet styrene. One sheet provides enough material to complete one pier at a scale 40 height. Centerlines are the most important part of transferring dimensions from a drawing onto a cutting template on a sheet of styrene. I started with the vertical centerline for the pier, and then added the horizontal centerline for the pier height. Working out from the intersection of these two lines I laid out the width of the top of the pier first, then marked the base width. Note that two pier faces are laid out inverted on the sheet, with the sides neatly tucked next to them. This minimizes the cuts with a Xacto knife, and reduces material waste. The pieces were cut out with a Xacto knife by scoring along the cut lines and snapping the styrene. Cut edges were cleaned up with a few passes over a fine grit sanding block.

To assemble to pieces, I used 2x2x2 steel Angle Plates, available from Micro-Mark, to hold them in place. The configuration of the three plates will produce perfect 90-degree angles with very little joint clean up.

This picture shows the internal construction of the deck girder bridge pocket. The pier cap will rest on top. Test fitting the pier cap prior to final assembly.

Here we see the pier cap construction, with a completed pier assembly waiting.

The pier is complete. Joint lines have been worked with a jewelers file, and need a final clean up with fine grit sand paper prior to painting. Scratch building bridge piers is surprisingly straightforward, and offers many benefits. Not only are they inexpensive, but you can create piers based the needs of your own unique engineering challenges.

If you are interested in a copy of the pier template drawings shoot me an email at gsmalco07@aol.com. That is, if I can find them.doh! A special thanks to Clark Cooper for painting the completed piers. They can be seen down at the Hawkeye Model Railroad Club. Stop by and take a look.