KEDZIE AVE over N LAG MARQUETTE PARK
Map
Coordinates:
+41.77032, -87.7028641°46'13" N, 87°42'10" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | KEDZIE AVE over N LAG MARQUETTE PARK |
| Structure number: | 000016075904379 |
| Location: | 3.5 M N US 12,20 |
| Purpose: | Carries highway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 44.0 ft. [13.4 m] |
| Total length: | 54.1 ft. [16.5 m] |
| Roadway width between curbs: | 65.9 ft. [20.1 m] |
| Deck width edge-to-edge: | 81.0 ft. [24.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1933 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Tee beam [04] |
| Deck type: | Other [9] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,600 [as of 2006] |
| Truck traffic: | 18% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 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] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 32.7 tons [29.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 62.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 24,900 [as of 1998] |
| Deck condition: | Fair [5 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Fair [5 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] |
| Operating rating: | 75.2 tons [68.4 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Sufficiency rating: | 82.9 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 18,800 [as of 1990] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 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] |
| Operating rating: | 75.2 tons [68.4 metric tons] |
| Inventory rating: | 42.6 tons [38.7 metric tons] |
| Sufficiency rating: | 97.2 |