US158 over BR. OF INDIANTOWN CR.
Map
Coordinates:
+36.37384, -76.0946136°22'26" N, 76°05'41" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | US158 over BR. OF INDIANTOWN CR. |
Structure number: | 000000000530005 |
Old structure number: | 000000000053005 (from 1992 edition) |
Location: | 0.8 MI.E. OF JCT SR1148 |
Purpose: | Carries highway over waterway |
Route classification: | Minor Arterial (Rural) [06] |
Length of largest span: | 9.8 ft. [3.0 m] |
Total length: | 28.9 ft. [8.8 m] |
Skew angle: | 40° |
Owner: | State Highway Agency [01] |
Year built: | 1980 |
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: | 2 |
Main spans material: | Steel [3] |
Main spans design: | Culvert [19] |
Deck type: | Not applicable [N] |
Latest Available Inspection: October 2018
Good/Fair/Poor Condition: | Fair |
Status: | Open, no restriction [A] |
Average daily traffic: | 6,600 [as of 2016] |
Truck traffic: | 8% of total traffic |
Structural 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: | 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] |
Pier/abutment protection: | Navigation protection not required [1] |
Culvert condition: | Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5] |
Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
Sufficiency rating: | 87.2 |
Previous Inspections
Date | Condition | Culvert Condition | ADT | Suff. Rating |
---|
October 2018 | Fair | 5 out of 10 | 6600 | 87.2 |
October 2016 | Fair | 5 out of 10 | 5500 | 86.6 |
October 2014 | Fair | 5 out of 10 | 5500 | 86.6 |
October 2012 | Fair | 5 out of 10 | 7500 | 85.8 |
October 2010 | Fair | 6 out of 10 | 5900 | 97.8 |
October 2008 | Fair | 5 out of 10 | 7000 | 86.0 |
October 2006 | Fair | 6 out of 10 | 6700 | 97.5 |
October 2004 | Fair | 6 out of 10 | 17000 | 93.6 |
October 2002 | Fair | 6 out of 10 | 7300 | 97.3 |
November 2000 | Good | 7 out of 10 | 5100 | 96.1 |
October 1998 | Good | 7 out of 10 | 5100 | 96.1 |
October 1996 | Good | 7 out of 10 | 5200 | 96.1 |
October 1994 | Good | 7 out of 10 | 5200 | 96.1 |
October 1992 | Good | 7 out of 10 | 3400 | 96.7 |
October 1990 | Good | 7 out of 10 | 3400 | 96.7 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Culvert |
Steel Culvert | linear ft. | 160 | 116 | 40 | 0 | 4 |