I135 HWY NB over URB6150, MACARTHER RD
Map
Coordinates:
+37.62262, -97.3284437°37'21" N, 97°19'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | I135 HWY NB over URB6150, MACARTHER RD |
| Structure number: | 999913500870051 |
| Location: | JCT I135/MACARTHUR RD |
| Purpose: | Carries highway over highway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 151.9 ft. [46.3 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
| Vertical clearance below bridge: | 15.7 ft. [4.8 m] |
| Skew angle: | 12° |
| Owner: | State Highway Agency [01] |
| Year built: | 1966 |
| 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: | Concrete continuous [2] |
| Main spans design: | Slab [01] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,250 [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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 58.5 tons [53.2 metric tons] |
| Inventory rating: | 34.8 tons [31.6 metric tons] |
| Sufficiency rating: | 93.4 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $209,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 16,275 [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] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 55.4 tons [50.4 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Sufficiency rating: | 92.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $786,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 11,970 [as of 1990] |
| Truck traffic: | 13% 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] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 29.8 tons [27.1 metric tons] |
| Inventory rating: | 16.0 tons [14.5 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 67.6 |
| Recommended work: | Bridge deck replacement with only incidental widening. [37] |
| Estimated cost of work: | $210,000 |