HistoricBridges.org Menu:
HistoricBridges.org Menu:

Divider

HistoricBridges.org: Bridge Browser

Home

Divider

Taylor Bridge

   


Advertisements:

Taylor Bridge
Promotions:
 

Chicago's Bridges
 

By Nathan Holth, author of HistoricBridges.org, this book provides a discussion of the history and virtual tour of Chicago's movable bridges. Dozens of photos.
 
Available Now Direct From The Publisher!

Divider

The 5th Annual Historic Bridge Weekend will be held in Iowa and organized by The BridgeHunter's Chronicles this year from August 9th through the 11th. Details are available here.



Bridge Documented: July 3, 2009

Primary Photographer(s): Nathan Holth and Rick McOmber

View Photos
and Videos
View and Link
To Maps

Key Facts
Bridge Name Facility Carried / Feature Intersected Location Structure Type Construction Date and Builder/Engineer
Taylor Bridge
CR-313 (CR-304) Over North Fabius River Taylor: Marion County, Missouri Metal 10 Panel Rivet-Connected Parker Through Truss, Fixed 1929 By Builder/Contractor: Chermus Construction Company
Technical Facts
Main Span Length Structure Length Roadway Width Main Spans NBI Number
200 Feet (61 Meters) 201 Feet (61.3 Meters) 19.7 Feet (6 Meters) 1 21384

Historic Significance Rating (HSR)

View Archived National Bridge Inventory Report - Has Additional Details and Evaluation

With a 200 foot span, this bridge is among the longest Parker truss spans in the state of Missouri. The bridge retains good integrity. Located on old US-60 alignment, this bridge should be preserved for its historic and aesthetic value. The bridge is on old US-61 alignment but today carries local traffic on a county road.

This bridge is one of Missouri's remaining standard plan truss bridges. As the first and second decades of the 20th Century passed by, the movement to have states develop standard plans for bridges for the purpose of bringing a greater measure of quality control, efficiency, and consistency to bridgework in the nation took hold. In response to this movement, states developed standard plans for the bridge types that were most common and functional during the period. From the mid 1910s through the 1940s, many (but not all) states had developed standard plans for truss bridges which were used to in situations where large spans were desirable. While these standard plan truss bridges meant an end to the diversity of truss bridge appearances and designs seen during the earlier period where individual bridge companies designed the bridges, these standard plan truss bridges remained among the most intricate and visually intriguing bridge types. In addition, variety was still achieved because these standard plans were revised over the years, and different designs for different span lengths existed, and differences in skew and span numbers create additional variety. Moreover, these standard plan truss bridges are interesting because while they are all similar within each state, they are quite different from state to state because each state designed its own standard plans for truss bridges, and the designs they chose might be quite different from other states. Among the fifty states differences seen among truss bridge standard plans include truss configuration, portal bracing designs, built-up and rolled beam designs and placements, railing, and plaques.

Missouri's standard plans for trusses are usually either a Parker truss (long spans), a Pratt through truss (medium spans), and a subdivided Warren pony truss (short spans). Perhaps the most distinctive feature of Missouri's standard plan through truss bridges is their portal bracing. On most truss bridges, the portal bracing is the most structurally and visually substantial piece of bracing on the bridge. While Missouri's portal bracing may be structurally substantial, visually it is one of the smallest portal bracings ever seen, consisting of a single rolled or built-up beam, depending on the bridge. The sway bracing on through truss bridges is also simple, often being the same design as the portal bracing, if less massive. In contrast, the diagonals and verticals of the truss web tend to be built-up beams that are more visually appealing because they contain a combination of v-lacing and battens to create their built-up beams at these locations. Top chords on the bridges are generally built-up box beams that include v-lacing on the bottom. Indeed, v-lacing is the trend on these bridges for built-up beams, along with battens. Lattice is not usually seen. Plaques on the bridges are simple and uninformative, with historical information limited to no more than the construction date. Looking at all the features of Missouri's standard plan truss bridges, in terms of aesthetic quality, they rate similarly in aesthetic quality standard plan truss bridges in other states.

Divider

Photos and Videos: Taylor Bridge

Available Photo Galleries and Videos

Click on a thumbnail or gallery name below to visit that particular photo gallery. If videos are available, click on a video name to view and/or download that particular video.

 
View Photo Gallery Bridge Photo-Documentation
Original / Full Size Photos
A collection of overview and detail photos. For the best visual immersion and full detail, or for use as a desktop background, this gallery presents the photos for this bridge in the original digital camera resolution.
View Photo Gallery Bridge Photo-Documentation
Mobile Optimized Gallery
A collection of overview and detail photos. View the photos for this bridge in a reduced size which is useful for mobile/smartphone users, modem (dial-up) users, or those who do not wish to wait for the longer download times of the full-size photos. Alternatively, view this photo gallery using a popup slideshow viewer (great for mobile users) by clicking the link below.
Browse Gallery With Popup Viewer

View and Link
To Maps

Divider
 
Home Top

Divider

About Contact Footer

© Copyright 2003-2013, HistoricBridges.org. All Rights Reserved. Disclaimer: HistoricBridges.org is a volunteer group of private citizens. HistoricBridges.org is NOT a government agency, does not represent or work with any governmental agencies, nor is it in any way associated with any government agency or any non-profit organization. While we strive for accuracy in our factual content, HistoricBridges.org offers no guarantee of accuracy. Information is provided "as is" without warranty of any kind, either expressed or implied. Information could include technical inaccuracies or errors of omission. Opinions and commentary are the opinions of the respective HistoricBridges.org member who made them and do not necessarily represent the views of anyone else, including any outside photographers whose images may appear on the page in which the commentary appears. HistoricBridges.org does not bear any responsibility for any consequences resulting from the use of this or any other HistoricBridges.org information. Owners of bridges have the responsibility of correctly following all applicable laws, rules, and regulations, regardless of any HistoricBridges.org information.