HYDRAULIC AVENUE over MID FORK CHISHOLM CR.
Map
Coordinates:
+37.75786, -97.3174737°45'28" N, 97°19'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HYDRAULIC AVENUE over MID FORK CHISHOLM CR. |
| Structure number: | 530400878236086 |
| Location: | HYDRAULIC AT 39TH. ST. N. |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 37.1 ft. [11.3 m] |
| Total length: | 181.1 ft. [55.2 m] |
| Roadway width between curbs: | 26.2 ft. [8.0 m] |
| Deck width edge-to-edge: | 32.2 ft. [9.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1957 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 18 / H 20 [4] |
| Number of main spans: | 5 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,500 [as of 2006] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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 foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 41.9 tons [38.1 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 77.6 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 2,280 [as of 1995] |
| 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: | 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: | 45.9 tons [41.7 metric tons] |
| Inventory rating: | 40.9 tons [37.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 82.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,943 [as of 1988] |
| 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 81.9 |