Share: 
SUMNER LAKE BLVD. over FLAT BRANCH TRIB.
Map
Coordinates:
+38.77624, -77.47782
38°46'34" N, 77°28'40" W
+38.77624, -77.47782
38°46'34" N, 77°28'40" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | SUMNER LAKE BLVD. over FLAT BRANCH TRIB. |
| Structure number: | 000000000027622 |
| Location: | 00.03 FROM GAITHER ST. |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Major Collector (Rural) [07] |
| Length of largest span: | 9.8 ft. [3.0 m] |
| Total length: | 34.1 ft. [10.4 m] |
| Owner: | City or Municipal Highway Agency [04] |
| Year built: | 2001 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Concrete [1] |
| Main spans design: | Culvert [19] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: February 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,000 [as of 2003] |
| Truck traffic: | 3% of total traffic |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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] |
| Culvert condition: | Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 100.0 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $3,000 |
Previous Inspections
| Date | Condition | Culvert Condition | ADT | Suff. Rating |
|---|---|---|---|---|
| February 2018 | Fair | 6 out of 10 | 1000 | 100.0 |
| February 2016 | Fair | 6 out of 10 | 1000 | 100.0 |
| February 2014 | Good | 8 out of 10 | 1000 | 100.0 |
| January 2012 | Good | 8 out of 10 | 1000 | 100.0 |
| December 2009 | Good | 8 out of 10 | 1000 | 100.0 |
| December 2007 | Good | 8 out of 10 | 1000 | 100.0 |
| November 2005 | Good | 8 out of 10 | 1000 | 100.0 |
| June 2003 | Good | 8 out of 10 | 1000 | 100.0 |
© 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/1584917
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1584917