CRYSTAL SPRINGS over HILLSBOROUGH RIVER
Map
Coordinates:
+28.18581, -82.1840428°11'09" N, 82°11'03" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CRYSTAL SPRINGS over HILLSBOROUGH RIVER |
Structure number: | 144002 |
Location: | 1.5MI S OF CHANCEY RD. |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 43.3 ft. [13.2 m] |
Total length: | 160.1 ft. [48.8 m] |
Roadway width between curbs: | 18.7 ft. [5.7 m] |
Deck width edge-to-edge: | 21.0 ft. [6.4 m] |
Owner: | County Highway Agency [02] |
Year built: | 1923 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Number of main spans: | 4 |
Main spans material: | Concrete [1] |
Main spans design: | Arch - Deck [11] |
Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 2,090 [as of 2018] |
Truck traffic: | 2% of total traffic |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Deck geometry appraisal: | Basically intolerable requiring high priority of replacement [2] |
Water adequacy appraisal: | Equal to present minimum criteria [6] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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] |
Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4] |
Sufficiency rating: | 65.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $513,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
February 2018 | Fair | - | Fair | Satisfactory | 2090 | 65.8 |
February 2016 | Fair | - | Fair | Satisfactory | 2090 | 65.8 |
February 2014 | Fair | - | Fair | Satisfactory | 2090 | 65.8 |
February 2012 | Fair | - | Fair | Satisfactory | 2090 | 65.8 |
February 2010 | Fair | - | Fair | Satisfactory | 2090 | 66.8 |
February 2008 | Fair | - | Fair | Satisfactory | 2090 | 65.8 |
February 2006 | Fair | - | - | - | 2090 | 65.8 |
February 2005 | Fair | - | - | - | 2090 | 66.8 |
April 2002 | Fair | - | - | - | 2090 | 65.8 |
April 2000 | Fair | - | Satisfactory | Fair | 2090 | 46.8 |
April 1998 | Poor | Satisfactory | Fair | Imminent Failure | 2090 | 12.5 |
April 1996 | Poor | Satisfactory | Satisfactory | Serious | 2090 | 12.5 |
March 1994 | Poor | - | Satisfactory | Serious | 2000 | 12.9 |
March 1992 | Poor | Satisfactory | Satisfactory | Poor | 2000 | 31.3 |
March 1991 | Poor | Satisfactory | Satisfactory | Poor | 2000 | 30.1 |