Share: 
US-1 (SR-15) over LITTLE BOGGY CREEK
Map
Coordinates:
+30.63448, -81.85693
30°38'04" N, 81°51'25" W
+30.63448, -81.85693
30°38'04" N, 81°51'25" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | US-1 (SR-15) over LITTLE BOGGY CREEK |
| Structure number: | 740057 |
| Location: | 5 MI. N. OF CALLAHAN |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Other (Rural) [02] |
| Length of largest span: | 7.9 ft. [2.4 m] |
| Total length: | 24.9 ft. [7.6 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1960 |
| Year reconstructed: | 1989 |
| 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: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: November 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 13,400 [as of 2017] |
| Truck traffic: | 19% of total traffic |
| Structural 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: | Equal to present desirable criteria [8] |
| 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] |
| 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: | 59.0 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| November 2018 | Fair | 5 out of 10 | 13400 | 59.0 |
| November 2016 | Fair | 5 out of 10 | 13000 | 59.0 |
| November 2014 | Fair | 5 out of 10 | 12900 | 59.0 |
| November 2012 | Fair | 5 out of 10 | 12900 | 59.0 |
| November 2010 | Fair | 6 out of 10 | 14700 | 70.0 |
| November 2008 | Fair | 6 out of 10 | 15100 | 70.0 |
| November 2006 | Fair | 6 out of 10 | 13900 | 70.0 |
| November 2004 | Fair | 6 out of 10 | 15300 | 70.0 |
| November 2002 | Good | 7 out of 10 | 12500 | 70.0 |
| November 2000 | Good | 7 out of 10 | 12200 | 70.0 |
| December 1998 | Good | 7 out of 10 | 12000 | 70.0 |
| December 1996 | Good | 7 out of 10 | 11000 | 70.0 |
| December 1994 | Good | 7 out of 10 | 9000 | 70.0 |
| December 1992 | Good | 7 out of 10 | 2460 | 77.6 |
| February 1991 | Good | 7 out of 10 | 9340 | 70.0 |
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 | ||||||
| Reinforced Concrete Culvert | linear ft. | 419 | 104 | 303 | 12 | 0 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1085383
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1085383