SOUTH 8TH STREET over CURTIS CREEK
Map
Coordinates:
+39.91058, -91.4032639°54'38" N, 91°24'12" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | SOUTH 8TH STREET over CURTIS CREEK |
| Structure number: | 000001600124161 |
| Location: | QUINCY |
| Purpose: | Carries highway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 85.0 ft. [25.9 m] |
| Total length: | 86.9 ft. [26.5 m] |
| Roadway width between curbs: | 21.3 ft. [6.5 m] |
| Deck width edge-to-edge: | 25.6 ft. [7.8 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1899 |
| Year reconstructed: | 1995 |
| Historic significance: | Bridge is eligible for the National Register of Historic Places [2] |
| Main span material: | Masonry [8] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,600 [as of 2008] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 72.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,700 [as of 1994] |
| Truck traffic: | 9% 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 36.6 tons [33.3 metric tons] |
| Inventory rating: | 26.7 tons [24.3 metric tons] |
| Sufficiency rating: | 72.0 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 3,400 [as of 1991] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 64.9 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $287,000 |