HILLEN ROAD over CHINQUAPIN RUN
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | HILLEN ROAD over CHINQUAPIN RUN |
| Structure number: | 200000BC3556020 |
| Location: | 0.2 MI N OF COLDSPRING LA |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Collector (Urban) [17] |
| Length of largest span: | 11.2 ft. [3.4 m] |
| Total length: | 21.0 ft. [6.4 m] |
| Roadway width between curbs: | 71.9 ft. [21.9 m] |
| Deck width edge-to-edge: | 71.9 ft. [21.9 m] |
| Skew angle: | 99° |
| Owner: | City or Municipal Highway Agency [04] |
| Year reconstructed: | 1950 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Number of main spans: | 2 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
2010 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 10,815 [as of 2007] |
| Truck traffic: | 5% of total traffic |
| 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Operating rating: | 79.2 tons [72.0 metric tons] |
| Inventory rating: | 55.4 tons [50.4 metric tons] |
| Evaluation: | Functionally obsolete [2] |
| Sufficiency rating: | 80.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $33,000 |
2000 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,886 [as of 1994] |
| Truck traffic: | 5% of total traffic |
| 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 79.2 tons [72.0 metric tons] |
| Inventory rating: | 55.4 tons [50.4 metric tons] |
| Sufficiency rating: | 69.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $40,000 |
1992 Inspection
| Status: | Open, no restriction [A] |
| Average daily traffic: | 8,886 [as of 1988] |
| 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] |
| Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
| Scour condition: | Bridge not over waterway. [N] |
| Sufficiency rating: | 70.0 |