GUINOTTE RP over MONTGALL AVE
Map
Coordinates:
+39.11873, -94.5492939°07'07" N, 94°32'57" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | GUINOTTE RP over MONTGALL AVE |
| Structure number: | 25388 |
| Old structure number: | U2220S026B24 (from 1992 edition) |
| Location: | S 34 T 50 N R 33 W |
| Purpose: | Carries highway over highway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 74.2 ft. [22.6 m] |
| Total length: | 148.0 ft. [45.1 m] |
| Roadway width between curbs: | 40.4 ft. [12.3 m] |
| Deck width edge-to-edge: | 43.0 ft. [13.1 m] |
| Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 1990 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 2 |
| Main spans material: | Prestressed concrete continuous [6] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,900 [as of 2009] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 61.4 tons [55.8 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 78.7 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $903,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 4,122 [as of 1998] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 66.3 tons [60.3 metric tons] |
| Inventory rating: | 61.4 tons [55.8 metric tons] |
| Sufficiency rating: | 80.5 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $344,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 5,120 [as of 1990] |
| Truck traffic: | 10% of total traffic |
| Deck condition: | Excellent [9 out of 9] |
| Superstructure condition: | Excellent [9 out of 9] |
| Substructure condition: | Excellent [9 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 62.4 tons [56.7 metric tons] |
| Inventory rating: | 45.5 tons [41.4 metric tons] |
| Sufficiency rating: | 80.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $608,000 |