Share: 
MAPP ROAD over DANFORTH CREEK
Map
Coordinates:
+27.17361, -80.26944
27°10'25" N, 80°16'10" W
+27.17361, -80.26944
27°10'25" N, 80°16'10" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MAPP ROAD over DANFORTH CREEK |
| Structure number: | 894059 |
| Location: | 0.1 MILE NORTH OF SR-714 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 60.0 ft. [18.3 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 39.0 ft. [11.9 m] |
| Deck width edge-to-edge: | 44.6 ft. [13.6 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 2007 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Corrugated Steel [6] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: January 2018
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,780 [as of 2016] |
| Truck traffic: | 2% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Better than present minimum criteria [7] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Better than present minimum criteria [7] |
| 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 the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.9 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| January 2018 | Good | Very Good | Good | Very Good | 4780 | 94.9 |
| January 2016 | Good | Very Good | Good | Very Good | 4780 | 94.9 |
| January 2014 | Good | Very Good | Good | Very Good | 4780 | 94.9 |
| January 2012 | Good | Very Good | Good | Very Good | 4780 | 94.9 |
| January 2010 | Good | Very Good | Very Good | Very Good | 4780 | 95.3 |
| January 2008 | Good | Very Good | Very Good | Very Good | 4780 | 84.9 |
© 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/1088599
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1088599