AUBURN HILLS over TRIB TO CALFSKIN CREEK
Map
Coordinates:
+37.66500, -97.1583337°39'54" N, 97°09'30" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | AUBURN HILLS over TRIB TO CALFSKIN CREEK |
| Structure number: | 53040087000CT10 |
| Location: | AUBURN HILLS S MONTEREY |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 6.9 ft. [2.1 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 34.1 ft. [10.4 m] |
| Deck width edge-to-edge: | 75.1 ft. [22.9 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2006 |
| 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 [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 2006] |
| Truck traffic: | 2% of total traffic |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Culvert condition: | No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 44.9 tons [40.8 metric tons] |
| Inventory rating: | 26.0 tons [23.6 metric tons] |
| Sufficiency rating: | 91.5 |