N TROOST AVE over ROCK CR
Map
Coordinates:
+39.18357, -94.5673739°11'01" N, 94°34'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N TROOST AVE over ROCK CR |
| Structure number: | 25322 |
| Old structure number: | N061B31 024 (from 1992 edition) |
| Location: | S 35 T 51 N R 33 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 24.9 ft. [7.6 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 24.6 ft. [7.5 m] |
| Deck width edge-to-edge: | 26.9 ft. [8.2 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1920 |
| Year reconstructed: | 1993 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Concrete Precast Panels [2] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 900 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 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 determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 75.4 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 700 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 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 determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 42.6 tons [38.7 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 81.6 |
1992 Inspection
| Status: | Bridge closed to all traffic [K] |
| Average daily traffic: | 676 [as of 1989] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Poor [4 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: | Scour calculation/evaluation has not been made. [6] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $72,000 |