FAP 1 over HURRICANE CREEK
Map
Coordinates:
+36.09700, -87.5855736°05'49" N, 87°35'08" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | FAP 1 over HURRICANE CREEK |
Structure number: | 43SR0010023 |
Location: | 1.9 MI. E. OF MCEWEN |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 28.9 ft. [8.8 m] |
Total length: | 256.9 ft. [78.3 m] |
Roadway width between curbs: | 32.5 ft. [9.9 m] |
Deck width edge-to-edge: | 34.5 ft. [10.5 m] |
Skew angle: | 15° |
Owner: | State Highway Agency [01] |
Year built: | 1925 |
Year reconstructed: | 1995 |
Historic significance: | Historical significance is not determinable at this time [4] |
Design load: | M 13.5 / H 15 [2] |
Number of main spans: | 9 |
Main spans material: | Concrete [1] |
Main spans design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: October 2017
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 7,050 [as of 2017] |
Truck traffic: | 9% of total traffic |
Deck condition: | Satisfactory [6 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: | Meets minimum tolerable limits to be left in place as is [4] |
Water adequacy appraisal: | Equal to present desirable criteria [8] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
Scour condition: | Bridge with "unknown" foundation that has not been evaluated for scour. [U] |
Sufficiency rating: | 64.0 |
Recommended work: | Widening of existing bridge or other major structure without deck rehabilitation or replacement [33] |
Estimated cost of work: | $917,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2017 | Fair | Satisfactory | Fair | Fair | 7050 | 64.0 |
January 2016 | Fair | Satisfactory | Fair | Fair | 7040 | 64.0 |
March 2014 | Fair | Satisfactory | Fair | Fair | 6970 | 64.0 |
April 2012 | Fair | Satisfactory | Fair | Fair | 7140 | 63.0 |
June 2010 | Fair | Satisfactory | Fair | Fair | 6990 | 63.0 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 6770 | 76.0 |
July 2006 | Fair | Satisfactory | Fair | Satisfactory | 7430 | 65.0 |
August 2004 | Fair | Satisfactory | Fair | Satisfactory | 7460 | 65.0 |
August 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 7480 | 82.3 |
January 2001 | Fair | Satisfactory | Satisfactory | Satisfactory | 8240 | 82.3 |
May 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 7480 | 82.3 |
April 1997 | Good | Very Good | Very Good | Very Good | 7210 | 82.3 |
June 1995 | Fair | Satisfactory | Satisfactory | Satisfactory | 6740 | 82.3 |
March 1993 | Poor | Satisfactory | Poor | Satisfactory | 6050 | 35.9 |
August 1991 | Poor | Satisfactory | Poor | Satisfactory | 5540 | 34.9 |