US 40 E over BLUE RVR
Map
Coordinates:
+39.06651, -94.5062039°03'59" N, 94°30'22" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | US 40 E over BLUE RVR |
| Structure number: | 5417 |
| Old structure number: | J05262 1 (from 1992 edition) |
| Location: | S 13 T 49 N R 33 W |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
| Length of largest span: | 140.8 ft. [42.9 m] |
| Total length: | 430.1 ft. [131.1 m] |
| Roadway width between curbs: | 40.0 ft. [12.2 m] |
| Deck width edge-to-edge: | 42.7 ft. [13.0 m] |
| Vertical clearance above deck: | 15.4 ft. [4.7 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1933 |
| Year reconstructed: | 1991 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Steel [3] |
| Main span design: | Arch - Thru [12] |
| Deck type: | Closed Grating [4] |
| Wearing surface: | Epoxy Overlay [5] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 7,908 [as of 2009] |
| Truck traffic: | 13% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Good [7 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 is scour critical; bridge foundations determined to be unstable. [3] |
| Operating rating: | 20.9 tons [19.0 metric tons] |
| Inventory rating: | 15.4 tons [14.0 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 11.3 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $5,558,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 10,720 [as of 1997] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Good [7 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 41.6 tons [37.8 metric tons] |
| Inventory rating: | 15.8 tons [14.4 metric tons] |
| Sufficiency rating: | 33.2 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 13,991 [as of 1991] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Serious [3 out of 9] |
| Superstructure condition: | Serious [3 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 28.7 tons [26.1 metric tons] |
| Inventory rating: | 10.9 tons [9.9 metric tons] |
| Sufficiency rating: | 2.0 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $2,196,000 |