CROSS ROAD over BIG CYPRESS CREEK
Map
Coordinates:
+31.21875, -84.5103431°13'08" N, 84°30'37" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | CROSS ROAD over BIG CYPRESS CREEK |
Structure number: | 000000000750040 |
Location: | APP 12 MI SW OF NEWTON |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 15.1 ft. [4.6 m] |
Total length: | 89.9 ft. [27.4 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 23.0 ft. [7.0 m] |
Owner: | County Highway Agency [02] |
Year built: | 1960 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 9 / H 10 [1] |
Number of main spans: | 6 |
Main spans material: | Concrete [1] |
Main spans design: | Slab [01] |
Deck type: | Concrete Precast Panels [2] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: January 2017
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 90 [as of 2011] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Poor [4 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Better than present minimum criteria [7] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 47.9 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $527,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Poor | Fair | Fair | Poor | 90 | 47.9 |
January 2015 | Poor | Satisfactory | Satisfactory | Poor | 90 | 48.9 |
January 2013 | Poor | Fair | Fair | Poor | 90 | 47.9 |
January 2011 | Poor | Fair | Fair | Poor | 620 | 32.0 |
January 2009 | Poor | Fair | Fair | Poor | 620 | 32.0 |
January 2007 | Poor | Fair | Fair | Poor | 630 | 32.0 |
January 2005 | Poor | Fair | Fair | Poor | 740 | 31.7 |
January 2003 | Poor | Fair | Fair | Poor | 740 | 33.7 |
January 2001 | Poor | Fair | Fair | Poor | 480 | 34.2 |
April 1999 | Poor | Fair | Fair | Serious | 470 | 22.3 |
December 1996 | Poor | Fair | Fair | Serious | 430 | 22.5 |
January 1995 | Poor | Fair | Fair | Poor | 400 | 20.8 |
January 1993 | Poor | Fair | Fair | Serious | 400 | 20.8 |
January 1991 | Poor | Fair | Fair | Serious | 270 | 21.5 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Substructure |
Reinforced Concrete Abutment | linear ft. | 46 | 46 | 0 | 0 | 0 |
Timber Pile | each | 31 | 31 | 0 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 115 | 115 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 161 | 93 | 68 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 180 | 178 | 2 | 0 | 0 |
Deck |
Reinforced Concrete Slab | sq. ft. | 2,082 | 2,072 | 5 | 5 | 0 |