FULLERTON PARKWAY over PED UNDERPASS
Map
Coordinates:
+41.92595, -87.6321141°55'33" N, 87°37'56" W
Source: National Bridge Inventory (2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | FULLERTON PARKWAY over PED UNDERPASS |
| Structure number: | 000016621729284 |
| Location: | 2400 N.AND 100 E. |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 11.5 ft. [3.5 m] |
| Total length: | 26.9 ft. [8.2 m] |
| Roadway width between curbs: | 44.0 ft. [13.4 m] |
| Deck width edge-to-edge: | 76.1 ft. [23.2 m] |
| Vertical clearance above deck: | 20.0 ft. [6.1 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1940 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Frame [07] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,350 [as of 2006] |
| Truck traffic: | 11% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 37.6 tons [34.2 metric tons] |
| Inventory rating: | 22.8 tons [20.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 54.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $162,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 9,250 [as of 1998] |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 67.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $162,000 |