WEBSTER DR over PINHOOK CREEK
Map
Coordinates:
+34.74270, -86.5906734°44'34" N, 86°35'26" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | WEBSTER DR over PINHOOK CREEK |
| Structure number: | 009784 |
| Old structure number: | 0000012945M0010 (from 1992 edition) |
| Location: | 500 A WEBSTER DR |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Urban) [19] |
| Length of largest span: | 19.0 ft. [5.8 m] |
| Total length: | 76.1 ft. [23.2 m] |
| Roadway width between curbs: | 37.1 ft. [11.3 m] |
| Deck width edge-to-edge: | 51.2 ft. [15.6 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1968 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Channel beam [22] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 500 [as of 2007] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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 with "unknown" foundation that has not been evaluated for scour. [U] |
| Operating rating: | 9.9 tons [9.0 metric tons] |
| Inventory rating: | 6.9 tons [6.3 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 41.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $1,654,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,005 [as of 1999] |
| Truck traffic: | 1% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 25.0 tons [22.7 metric tons] |
| Inventory rating: | 18.9 tons [17.2 metric tons] |
| Sufficiency rating: | 73.1 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 4,800 [as of 1989] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 24.8 tons [22.5 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Sufficiency rating: | 81.1 |