69 HWY (18TH ST) over KANSAS RIVER, BNSF RR
Map
Coordinates:
+39.07599, -94.6499439°04'34" N, 94°38'60" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | 69 HWY (18TH ST) over KANSAS RIVER, BNSF RR |
| Structure number: | 999906901051361 |
| Location: | 2.05 MILES N I-35 |
| Purpose: | Carries highway over railroad and waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 424.2 ft. [129.3 m] |
| Total length: | 2227.1 ft. [678.8 m] |
| Roadway width between curbs: | 56.1 ft. [17.1 m] |
| Deck width edge-to-edge: | 65.3 ft. [19.9 m] |
| Vertical clearance below bridge: | 42.0 ft. [12.8 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Year built: | 1959 |
| Year reconstructed: | 1989 |
| 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: | Steel continuous [4] |
| Main spans design: | Truss - Deck [09] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 26,000 [as of 2009] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Poor [4 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 39.9 tons [36.3 metric tons] |
| Inventory rating: | 24.0 tons [21.8 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 47.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $12,677,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 36,760 [as of 1999] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 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 assessed or calculated scour condition. [5] |
| Operating rating: | 39.6 tons [36.0 metric tons] |
| Inventory rating: | 28.7 tons [26.1 metric tons] |
| Sufficiency rating: | 70.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $12,676,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,400 [as of 1990] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 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: | 35.6 tons [32.4 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 88.3 |