CALIFORNIA AVENUE over FARRAGUT ST, JACKS RUN
Map
Coordinates:
+40.48829, -80.0460440°29'18" N, 80°02'46" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.
Facts
| Name: | CALIFORNIA AVENUE over FARRAGUT ST, JACKS RUN |
| Structure number: | 027301000022710 |
| Location: | JA01 JACKS RUN NO 1 |
| Purpose: | Carries highway and pedestrian walkway over highway and waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 319.9 ft. [97.5 m] |
| Total length: | 770.1 ft. [234.7 m] |
| Roadway width between curbs: | 38.1 ft. [11.6 m] |
| Deck width edge-to-edge: | 52.2 ft. [15.9 m] |
| Vertical clearance below bridge: | 98.4 ft. [30.0 m] |
| Owner: | County Highway Agency [02] |
| Year built: | 1925 |
| Year reconstructed: | 1982 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | M 13.5 / H 15 [2] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Low slump Concrete [4] |
2010 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 11,263 [as of 2006] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Poor [4 out of 9] |
| Superstructure condition: | Poor [4 out of 9] |
| Substructure condition: | Fair [5 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 60.8 tons [55.3 metric tons] |
| Inventory rating: | 36.0 tons [32.7 metric tons] |
| Evaluation: | Structurally deficient [1] |
| Sufficiency rating: | 61.8 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $4,000 |
2000 Inspection
| Status: | Posted for load [P] |
| Average daily traffic: | 11,263 [as of 1998] |
| Truck traffic: | 5% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Scour condition: | Bridge not over waterway. [N] |
| Operating rating: | 60.4 tons [54.9 metric tons] |
| Inventory rating: | 35.6 tons [32.4 metric tons] |
| Sufficiency rating: | 84.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,964,000 |
1992 Inspection
| Status: | Open, posting recommended but not legally implemented [B] |
| Average daily traffic: | 11,263 [as of 1990] |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Channel protection: | There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9] |
| Scour condition: | Scour calculation/evaluation has not been made. [6] |
| Operating rating: | 43.6 tons [39.6 metric tons] |
| Inventory rating: | 25.7 tons [23.4 metric tons] |
| Sufficiency rating: | 72.9 |
| Recommended work: | Other structural work, including hydraulic replacements. [38] |
| Estimated cost of work: | $3,969,000 |