TROOST AVE over 85TH ST
Map
Coordinates:
+38.96667, -94.5466738°58'00" N, 94°32'48" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | TROOST AVE over 85TH ST |
| Structure number: | 25494 |
| Old structure number: | U2220S147B21 (from 1992 edition) |
| Location: | S 20 T 48 N R 33 W |
| Purpose: | Carries highway over highway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 56.1 ft. [17.1 m] |
| Total length: | 380.9 ft. [116.1 m] |
| Roadway width between curbs: | 48.6 ft. [14.8 m] |
| Deck width edge-to-edge: | 62.7 ft. [19.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1943 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 10 |
| Main spans material: | Steel continuous [4] |
| 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: | Bridge closed to all traffic [K] |
| Average daily traffic: | 15,400 [as of 2008] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Poor [4 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 4.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $3,911,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 13,450 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 83.2 tons [75.6 metric tons] |
| Inventory rating: | 54.5 tons [49.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 57.8 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $4,455,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 20,690 [as of 1989] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 33.7 tons [30.6 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 60.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,962,000 |