3RD ST over THOMPSON RVR
Map
Coordinates:
+40.07966, -93.6438940°04'47" N, 93°38'38" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 3RD ST over THOMPSON RVR |
| Structure number: | 23233 |
| Old structure number: | 3970008 040 (from 1992 edition) |
| Location: | S 18 T 61 N R 24 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 120.1 ft. [36.6 m] |
| Total length: | 303.2 ft. [92.4 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 18.4 ft. [5.6 m] |
| Vertical clearance above deck: | 14.4 ft. [4.4 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1921 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 2010] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 14.9 tons [13.5 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 31.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,115,000 |
2000 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 100 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Serious [3 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 14.9 tons [13.5 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $572,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 1988] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Countermeasures have been installed to mitigate an existing problem with scour. [7] |
| Operating rating: | 14.9 tons [13.5 metric tons] |
| Inventory rating: | 7.9 tons [7.2 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 43.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $899,000 |