HILLBURNE ST over IRWINS RUN
Map
Coordinates:
+40.38333, -79.9350040°22'60" N, 79°56'06" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HILLBURNE ST over IRWINS RUN |
| Structure number: | 027301000031440 |
| Location: | 301144 OVER IRWINS RUN |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 21.0 ft. [6.4 m] |
| Total length: | 24.0 ft. [7.3 m] |
| Roadway width between curbs: | 10.8 ft. [3.3 m] |
| Deck width edge-to-edge: | 12.5 ft. [3.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1995 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10 [as of 2009] |
| Truck traffic: | 3% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Very Good [8 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 the assessed or calculated scour condition. [8] |
| Inventory rating: | 81.8 tons [74.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.4 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10 [as of 1999] |
| Truck traffic: | 3% 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] |
| 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] |
| Inventory rating: | 81.2 tons [73.8 metric tons] |
| Sufficiency rating: | 75.4 |