1526C over GOOSE CREEK
Map
Coordinates:
+34.54502, -96.4429334°32'42" N, 96°26'35" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | 1526C over GOOSE CREEK |
Structure number: | 105400000000000 |
Old structure number: | 15N3690E1700003 (from 1992 edition) |
Location: | 4.0 MI E 2.2 SE JESSIE |
Purpose: | Carries highway over waterway |
Route classification: | Major Collector (Rural) [07] |
Length of largest span: | 49.9 ft. [15.2 m] |
Total length: | 110.9 ft. [33.8 m] |
Roadway width between curbs: | 22.0 ft. [6.7 m] |
Deck width edge-to-edge: | 24.0 ft. [7.3 m] |
Owner: | County Highway Agency [02] |
Year built: | 1946 |
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: | 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: March 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 100 [as of 2016] |
Truck traffic: | 15% 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: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
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 the assessed or calculated scour condition. [8] |
Sufficiency rating: | 60.8 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Estimated cost of work: | $537,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
March 2018 | Fair | Fair | Fair | Fair | 100 | 60.8 |
March 2016 | Fair | Fair | Satisfactory | Fair | 100 | 60.8 |
March 2014 | Fair | Fair | Satisfactory | Fair | 100 | 60.8 |
March 2012 | Fair | Fair | Satisfactory | Good | 100 | 70.9 |
June 2010 | Fair | Fair | Satisfactory | Satisfactory | 100 | 70.9 |
June 2008 | Fair | Fair | Satisfactory | Satisfactory | 100 | 70.9 |
June 2006 | Fair | Fair | Satisfactory | Satisfactory | 100 | 70.9 |
August 2004 | Fair | Fair | Satisfactory | Satisfactory | 100 | 70.9 |
June 2002 | Fair | Fair | Satisfactory | Satisfactory | 100 | 50.1 |
August 2000 | Fair | Fair | Satisfactory | Satisfactory | 100 | 49.3 |
April 1998 | Fair | Fair | Satisfactory | Satisfactory | 100 | 49.3 |
April 1996 | Fair | Fair | Satisfactory | Fair | 100 | 42.3 |
March 1994 | Good | Good | Good | Good | 100 | 82.5 |
March 1992 | Fair | Good | Good | Satisfactory | 100 | 82.5 |