MO 19 S over ELEVEN POINT RVR
Map
Coordinates:
+36.79393, -91.3339636°47'38" N, 91°20'02" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | MO 19 S over ELEVEN POINT RVR |
| Structure number: | 5778 |
| Old structure number: | K 344 1 (from 1992 edition) |
| Location: | S 31 T 25 N R 3 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Length of largest span: | 91.2 ft. [27.8 m] |
| Total length: | 363.9 ft. [110.9 m] |
| Roadway width between curbs: | 22.0 ft. [6.7 m] |
| Deck width edge-to-edge: | 23.3 ft. [7.1 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1934 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| 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: | 2,264 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| 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: | 13.2 tons [12.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 32.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,269,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 912 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 34.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $884,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 693 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| 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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 31.7 tons [28.8 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 37.8 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $849,000 |