1ST STREET over MARGISDES CYGNES RIVER
Map
Coordinates:
+38.50518, -94.9419238°30'19" N, 94°56'31" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 1ST STREET over MARGISDES CYGNES RIVER |
| Structure number: | 521600610000011 |
| Location: | 1ST. ST. AT MAR. RIVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Collector (Rural) [08] |
| Length of largest span: | 121.1 ft. [36.9 m] |
| Total length: | 219.2 ft. [66.8 m] |
| Roadway width between curbs: | 16.4 ft. [5.0 m] |
| Deck width edge-to-edge: | 16.4 ft. [5.0 m] |
| Vertical clearance above deck: | 15.4 ft. [4.7 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1919 |
| Historic significance: | Bridge is on the National Register of Historic Places [1] |
| Design load: | M 18 / H 20 [4] |
| Main span material: | Steel [3] |
| Main span design: | Truss - Thru [10] |
| Deck type: | Other [9] |
| Wearing surface: | Wood or Timber [7] |
2010 Inspection
| Status: | Bridge closed to all traffic [K] |
| Substructure condition: | Poor [4 out of 9] |
| Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 19.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,500,000 |
2000 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 50 [as of 1981] |
| Deck condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 20.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $414,000 |
1992 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 50 [as of 1981] |
| Deck condition: | Poor [4 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 20.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $414,000 |