SAW MILL RUN BL over SAW MILL RUN
Map
Coordinates:
+40.43333, -80.0166740°25'60" N, 80°01'00" W
Source: National Bridge Inventory (2010 edition)
Information not verified. Use at your own risk.
Facts
| Name: | SAW MILL RUN BL over SAW MILL RUN |
| Structure number: | 020019025008490 |
| Location: | 19&51 SB @ W.END CIRCLE |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 64.0 ft. [19.5 m] |
| Total length: | 64.0 ft. [19.5 m] |
| Skew angle: | 55° |
| Owner: | State Highway Agency [01] |
| Year built: | 1950 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,583 [as of 2007] |
| Truck traffic: | 10% of total traffic |
| 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] |
| Culvert condition: | Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 53.9 tons [49.0 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 70.8 |