RT N E over BR OF PLATTE RVR
Map
Coordinates:
+39.72227, -94.6364939°43'20" N, 94°38'11" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | RT N E over BR OF PLATTE RVR |
| Structure number: | 10031 |
| Old structure number: | Z 336 1 (from 1992 edition) |
| Location: | S 30 T 57 N R 33 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 22.0 ft. [6.7 m] |
| Roadway width between curbs: | 29.5 ft. [9.0 m] |
| Deck width edge-to-edge: | 31.5 ft. [9.6 m] |
| Skew angle: | 45° |
| Owner: | State Highway Agency [01] |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 184 [as of 2008] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Sufficiency rating: | 64.1 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 519 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 60.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $93,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 423 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Satisfactory [6 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: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 30.7 tons [27.9 metric tons] |
| Inventory rating: | 12.9 tons [11.7 metric tons] |
| Sufficiency rating: | 62.7 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $90,000 |