I135 HWY SB over UP RR, CHISHOLM CR DRG
Map
Coordinates:
+37.73557, -97.3173537°44'08" N, 97°19'02" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I135 HWY SB over UP RR, CHISHOLM CR DRG |
| Structure number: | 999913500870241 |
| Location: | 1.00 MI N 21ST, WL |
| Purpose: | Carries highway over railroad and waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 153.6 ft. [46.8 m] |
| Total length: | 508.9 ft. [155.1 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 59.1 ft. [18.0 m] |
| Vertical clearance below bridge: | 22.3 ft. [6.8 m] |
| Skew angle: | 35° |
| Owner: | State Highway Agency [01] |
| Year built: | 1970 |
| Year reconstructed: | 2002 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18+Mod / HS 20+Mod [6] |
| Number of main spans: | 4 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 31,000 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | 65.9 tons [59.9 metric tons] |
| Inventory rating: | 38.0 tons [34.5 metric tons] |
| Sufficiency rating: | 94.1 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $983,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 37,380 [as of 1999] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 65.3 tons [59.4 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Sufficiency rating: | 85.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,634,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 21,975 [as of 1990] |
| Truck traffic: | 8% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Good [7 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: | 52.0 tons [47.3 metric tons] |
| Inventory rating: | 31.7 tons [28.8 metric tons] |
| Sufficiency rating: | 92.2 |