I0020 over KCS RR & ACCESS ROAD
Map
Coordinates:
+32.49297, -93.7688832°29'35" N, 93°46'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I0020 over KCS RR & ACCESS ROAD |
| Structure number: | 040904510117155 |
| Location: | .6 MI EAST OF US 80 |
| Purpose: | Carries highway over highway and railroad |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 119.1 ft. [36.3 m] |
| Total length: | 491.2 ft. [149.7 m] |
| Roadway width between curbs: | 27.9 ft. [8.5 m] |
| Deck width edge-to-edge: | 30.8 ft. [9.4 m] |
| Vertical clearance below bridge: | 16.4 ft. [5.0 m] |
| Skew angle: | 55° |
| Owner: | State Highway Agency [01] |
| Year built: | 1994 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Main span material: | Steel continuous [4] |
| Main span design: | Girder and floorbeam system [03] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,560 [as of 2009] |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 75.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,031,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,103 [as of 1997] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Operating rating: | 59.4 tons [54.0 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 77.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,017 [as of 1991] |
| Truck traffic: | 29% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 87.0 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |