US 84 over SABINE RIVER
Map
Coordinates:
+31.97177, -94.0083131°58'18" N, 94°00'30" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 84 over SABINE RIVER |
| Structure number: | 112100017501022 |
| Location: | AT SABINE RIVER |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 125.0 ft. [38.1 m] |
| Total length: | 873.1 ft. [266.1 m] |
| Roadway width between curbs: | 24.0 ft. [7.3 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1936 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 3 |
| 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: | Open, no restriction [A] |
| Average daily traffic: | 10,800 [as of 2008] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 19.9 tons [18.1 metric tons] |
| Inventory rating: | 18.7 tons [17.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 19.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,759,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,800 [as of 1998] |
| Truck traffic: | 15% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 19.8 tons [18.0 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 19.1 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,759,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,800 [as of 1990] |
| Truck traffic: | 14% of total traffic |
| Deck condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 26.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,759,000 |