N 16TH ST over DRAINAGE
Map
Coordinates:
+41.25833, -95.0694441°15'30" N, 95°04'10" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N 16TH ST over DRAINAGE |
| Structure number: | 000000000002010 |
| Location: | 0841806 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 34.1 ft. [10.4 m] |
| Total length: | 104.0 ft. [31.7 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 25.9 ft. [7.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel [3] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,910 [as of 2000] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 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: | Bridge foundations (including piles) on dry land well above flood water elevations. [9] |
| Operating rating: | 66.7 tons [60.6 metric tons] |
| Inventory rating: | 31.5 tons [28.6 metric tons] |
| Sufficiency rating: | 65.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $200,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,540 [as of 1996] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 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] |
| Operating rating: | 67.3 tons [61.2 metric tons] |
| Inventory rating: | 31.8 tons [28.9 metric tons] |
| Sufficiency rating: | 74.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $200,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 1,070 [as of 1987] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Serious [3 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] |
| Operating rating: | 11.9 tons [10.8 metric tons] |
| Inventory rating: | 8.9 tons [8.1 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 19.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $200,000 |