29TH STREET NORTH over LITTLE ARKANSAS RIVER
Map
Coordinates:
+37.73754, -97.3568137°44'15" N, 97°21'25" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 29TH STREET NORTH over LITTLE ARKANSAS RIVER |
| Structure number: | 530400870LAR110 |
| Location: | 29TH ST AT CROMWELL |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Other Principal Arterial (Urban) [14] |
| Length of largest span: | 75.1 ft. [22.9 m] |
| Total length: | 328.1 ft. [100.0 m] |
| Roadway width between curbs: | 49.2 ft. [15.0 m] |
| Deck width edge-to-edge: | 65.0 ft. [19.8 m] |
| Skew angle: | 30° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1948 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 5 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Tee beam [04] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Latex Concrete or similar additive [3] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,000 [as of 2006] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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 assessed or calculated scour condition. [5] |
| Operating rating: | 63.9 tons [58.1 metric tons] |
| Inventory rating: | 59.8 tons [54.4 metric tons] |
| Sufficiency rating: | 99.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 7,419 [as of 1995] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 44.9 tons [40.8 metric tons] |
| Inventory rating: | 40.9 tons [37.2 metric tons] |
| Sufficiency rating: | 99.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,188 [as of 1988] |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Very Good [8 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.4 tons [30.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 70.2 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $911,000 |