CR 336 (ERIE RD.) over LNVA CANAL
Map
Coordinates:
+30.02745, -94.1007930°01'39" N, 94°06'03" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CR 336 (ERIE RD.) over LNVA CANAL |
| Structure number: | 201240AA0336002 |
| Location: | 0.5 MI S OF US 69 |
| Purpose: | Carries highway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 15.1 ft. [4.6 m] |
| Total length: | 60.0 ft. [18.3 m] |
| Roadway width between curbs: | 25.9 ft. [7.9 m] |
| Deck width edge-to-edge: | 27.9 ft. [8.5 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1983 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 4 |
| Main spans material: | Concrete [1] |
| Main spans design: | Other [00] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Bituminous [6] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 370 [as of 2006] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Satisfactory [6 out of 9] |
| Substructure condition: | Fair [5 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: | 36.0 tons [32.7 metric tons] |
| Inventory rating: | 27.0 tons [24.5 metric tons] |
| Sufficiency rating: | 63.5 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $71,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 1990] |
| 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 the assessed or calculated scour condition. [8] |
| Operating rating: | 47.5 tons [43.2 metric tons] |
| Inventory rating: | 34.7 tons [31.5 metric tons] |
| Sufficiency rating: | 91.2 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $71,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 60 [as of 1987] |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 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: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 33.4 tons [30.4 metric tons] |
| Inventory rating: | 24.8 tons [22.5 metric tons] |
| Sufficiency rating: | 88.6 |
| Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
| Estimated cost of work: | $71,000 |