US 80 JENCKS BRIDG over OGEECHEE RIVER
This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.
Map
Coordinates:
+32.19168, -81.4158032°11'30" N, 81°24'57" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US 80 JENCKS BRIDG over OGEECHEE RIVER |
Structure number: | 000000002900060 |
Location: | 1.9 MILES NW OF EDEN |
Purpose: | Carries highway and pedestrian walkway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 89.9 ft. [27.4 m] |
Total length: | 1344.2 ft. [409.7 m] |
Roadway width between curbs: | 25.9 ft. [7.9 m] |
Deck width edge-to-edge: | 33.1 ft. [10.1 m] |
Owner: | State Highway Agency [01] |
Year built: | 1944 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 3 |
Main spans material: | Steel [3] |
Main spans design: | Stringer/Multi-beam or girder [02] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: November 2015
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 8,480 [as of 2012] |
Truck traffic: | 1% of total traffic |
Deck condition: | Fair [5 out of 9] |
Superstructure condition: | Fair [5 out of 9] |
Substructure condition: | Fair [5 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 corrrective action [3] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
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 with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 39.5 |
Recommended work: | Widening of existing bridge with deck rehabilitation or replacement. [34] |
Estimated cost of work: | $2,007,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
November 2015 | Fair | Fair | Fair | Fair | 8480 | 39.5 |
October 2013 | Fair | Fair | Fair | Fair | 8480 | 39.5 |
November 2011 | Fair | Fair | Fair | Fair | 7610 | 39.5 |
October 2009 | Fair | Fair | Fair | Fair | 8740 | 39.5 |
October 2007 | Fair | Satisfactory | Satisfactory | Satisfactory | 8740 | 47.5 |
October 2005 | Fair | Satisfactory | Satisfactory | Satisfactory | 9130 | 47.5 |
October 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 7500 | 47.6 |
December 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 8100 | 50.4 |
December 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 6800 | 46.6 |
July 1997 | Fair | Satisfactory | Satisfactory | Satisfactory | 5500 | 47.4 |
June 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 5400 | 47.3 |
May 1993 | Fair | Satisfactory | Satisfactory | Satisfactory | 4973 | 49.5 |
April 1991 | Fair | Satisfactory | Satisfactory | Satisfactory | 4973 | 49.5 |