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MORRISON BRIDGE over LITTLE RIVER
Map
Coordinates:
+35.19244, -79.18417
35°11'33" N, 79°11'03" W
+35.19244, -79.18417
35°11'33" N, 79°11'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | MORRISON BRIDGE over LITTLE RIVER |
| Structure number: | DAPFORBRA009020 |
| Location: | PU 653 959 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 44.9 ft. [13.7 m] |
| Total length: | 125.0 ft. [38.1 m] |
| Roadway width between curbs: | 28.9 ft. [8.8 m] |
| Deck width edge-to-edge: | 30.2 ft. [9.2 m] |
| Owner: | Army [74] |
| Year built: | 1970 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2016] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Unknown [*] |
| Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present minimum criteria [6] |
| 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: | 90.7 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $2,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Good | Good | Satisfactory | 1000 | 90.7 |
| June 2016 | Fair | Good | Good | Satisfactory | 1000 | 92.7 |
| August 2014 | Fair | Good | Good | Satisfactory | 1000 | 92.7 |
| July 2012 | Fair | Good | Good | Satisfactory | 1000 | 92.7 |
© 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/1655021
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1655021