N51 over MISSOURI RIVER/CITY ST
Map
Coordinates:
+42.00714, -96.2428042°00'26" N, 96°14'34" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | N51 over MISSOURI RIVER/CITY ST |
| Structure number: | S051 03644 |
| Location: | 1E DECATUR |
| Purpose: | Carries highway over highway and waterway |
| Route classification: | Minor Arterial (Rural) [06] |
| Tolls: | Yes [1] |
| Length of largest span: | 420.0 ft. [128.0 m] |
| Total length: | 1956.1 ft. [596.2 m] |
| Roadway width between curbs: | 22.6 ft. [6.9 m] |
| Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
| Vertical clearance above deck: | 18.7 ft. [5.7 m] |
| Vertical clearance below bridge: | 65.9 ft. [20.1 m] |
| Owner: | Private (other than railroad) [26] |
| 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] |
| Number of main spans: | 2 |
| Main spans material: | Steel [3] |
| Main spans design: | Truss - Thru [10] |
| Deck type: | Open Grating [3] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,925 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Fair [5 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 26.7 tons [24.3 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 31.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $8,038,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,745 [as of 1998] |
| Truck traffic: | 10% 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 17.8 tons [16.2 metric tons] |
| Inventory rating: | 17.8 tons [16.2 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 50.0 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $5,894,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,465 [as of 1990] |
| Truck traffic: | 9% 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 18.6 tons [16.9 metric tons] |
| Inventory rating: | 18.6 tons [16.9 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 51.1 |
| Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
| Estimated cost of work: | $4,198,000 |