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MAPLE STREET over ARKANSAS RIVER
Map
Coordinates:
+37.68083, -97.34265
37°40'51" N, 97°20'34" W
+37.68083, -97.34265
37°40'51" N, 97°20'34" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MAPLE STREET over ARKANSAS RIVER |
| Structure number: | 53040087000AR60 |
| Location: | MAPLE ST. AT MCLEAN BLVD. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 387.2 ft. [118.0 m] |
| Roadway width between curbs: | 60.0 ft. [18.3 m] |
| Deck width edge-to-edge: | 89.9 ft. [27.4 m] |
| Skew angle: | 4° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1998 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 5 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
Latest Available Inspection: November 2017
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,100 [as of 2006] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| Channel protection: | Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 94.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| November 2017 | Fair | Satisfactory | Good | Good | 6100 | 94.4 |
| December 2015 | Good | Good | Good | Good | 6100 | 94.4 |
| November 2013 | Good | Good | Good | Very Good | 6100 | 94.4 |
| September 2011 | Good | Good | Good | Very Good | 6100 | 80.3 |
| December 2009 | Good | Good | Good | Good | 6100 | 80.3 |
| August 2007 | Good | Good | Good | Good | 6100 | 80.3 |
| November 2002 | Good | Good | Good | Good | 6040 | 80.3 |
| February 2000 | Good | Very Good | Very Good | Very Good | 6040 | 80.3 |
| March 1997 | Fair | Satisfactory | Good | Good | 8492 | 76.0 |
| January 1995 | Fair | Satisfactory | Good | Good | 9287 | 76.1 |
| May 1993 | Fair | Satisfactory | Good | Good | 9287 | 65.7 |
| May 1991 | Fair | Satisfactory | Good | Good | 8204 | 75.4 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1200982
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1200982