FIRST STREET NORTH over WICHITA DRAINAGE CANAL
Map
Coordinates:
+37.68812, -97.3140137°41'17" N, 97°18'50" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FIRST STREET NORTH over WICHITA DRAINAGE CANAL |
| Structure number: | 5304008700WDC80 |
| Location: | 1ST ST AT I-135 |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 47.9 ft. [14.6 m] |
| Total length: | 123.0 ft. [37.5 m] |
| Roadway width between curbs: | 52.5 ft. [16.0 m] |
| Deck width edge-to-edge: | 66.3 ft. [20.2 m] |
| Skew angle: | 13° |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1972 |
| 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: | 3 |
| Main spans material: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,000 [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: | 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: | 95.8 tons [87.1 metric tons] |
| Inventory rating: | 57.9 tons [52.6 metric tons] |
| Sufficiency rating: | 80.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,592 [as of 1995] |
| Truck traffic: | 4% 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: | 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: | 94.8 tons [86.2 metric tons] |
| Inventory rating: | 56.9 tons [51.7 metric tons] |
| Sufficiency rating: | 79.6 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,319 [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: | 33.4 tons [30.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 78.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $509,000 |