Outer Darmstadt Rd over Pond Flat Ditch
Map
Coordinates:
+38.14250, -87.5783338°08'33" N, 87°34'42" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | Outer Darmstadt Rd over Pond Flat Ditch |
| Structure number: | 8200032 |
| Location: | 0.1 S of Hilltop Rd |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 31.2 ft. [9.5 m] |
| Total length: | 102.4 ft. [31.2 m] |
| Roadway width between curbs: | 26.6 ft. [8.1 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1992 |
| 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: | 3 |
| Main spans material: | Prestressed concrete [5] |
| Main spans design: | Box beam or girders - Multiple [05] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 112 [as of 2008] |
| Truck traffic: | 2% 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: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Operating rating: | 44.6 tons [40.5 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 97.0 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 100 [as of 1995] |
| Truck traffic: | 2% 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 assessed or calculated scour condition. [5] |
| Operating rating: | 48.5 tons [44.1 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 98.0 |
| Estimated cost of work: | $9,000 |
1992 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 100 [as of 1989] |
| Deck condition: | Fair [5 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: | 5.0 tons [4.5 metric tons] |
| Inventory rating: | 3.0 tons [2.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 26.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $181,000 |