SOUTH BROADWAY(SB) over ARKANSAS RIVER
Map
Coordinates:
+37.64529, -97.3355237°38'43" N, 97°20'08" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SOUTH BROADWAY(SB) over ARKANSAS RIVER |
| Structure number: | 53040087000AR30 |
| Location: | SOUTH BROADWAY @ CARP ST. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 100.1 ft. [30.5 m] |
| Total length: | 799.9 ft. [243.8 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 48.6 ft. [14.8 m] |
| Vertical clearance above deck: | 21.0 ft. [6.4 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1931 |
| Year reconstructed: | 1996 |
| Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
| Number of main spans: | 8 |
| Main spans material: | Concrete [1] |
| Main spans design: | Arch - Thru [12] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,300 [as of 2006] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Good [7 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 47.9 tons [43.5 metric tons] |
| Inventory rating: | 27.9 tons [25.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 65.9 |
| Recommended work: | Replacement of bridge or other structure because of relocation of road. [32] |
| Estimated cost of work: | $150,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,985 [as of 1995] |
| Truck traffic: | 5% of total traffic |
| 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: | 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: | 38.0 tons [34.5 metric tons] |
| Inventory rating: | 22.0 tons [20.0 metric tons] |
| Sufficiency rating: | 57.3 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 17,687 [as of 1988] |
| Deck condition: | Fair [5 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: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 12.4 tons [11.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 12.4 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,804,000 |