RT E E over SCOTTS BR
Map
Coordinates:
+36.55991, -93.7493636°33'36" N, 93°44'58" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RT E E over SCOTTS BR |
| Structure number: | 9935 |
| Old structure number: | Y 116 1 (from 1992 edition) |
| Location: | S 4 T 21 N R 26 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 26.6 ft. [8.1 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 18.0 ft. [5.5 m] |
| Deck width edge-to-edge: | 19.4 ft. [5.9 m] |
| Skew angle: | 36° |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 206 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 22.0 tons [20.0 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 41.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $350,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 278 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 23.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $146,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 227 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 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: | 21.8 tons [19.8 metric tons] |
| Inventory rating: | 9.9 tons [9.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 24.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $119,000 |