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DANIEL ROAD over BRANCH of BLAND CREEK

Map

Coordinates:
+37.14047, -77.95199
37°08'26" N, 77°57'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DANIEL ROAD over BRANCH of BLAND CREEK
Structure number:000000000012839
Location:.75 FR 609 & .75 TO 669
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:13.5 ft. [4.1 m]
Total length:22.6 ft. [6.9 m]
Owner:State Highway Agency [01]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:168 [as of 2014]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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 assessed or calculated scour condition. [5]
Sufficiency rating:87.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$41,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
September 2017Fair5 out of 1016887.9
September 2015Fair5 out of 1016888.9
September 2013Fair5 out of 1018488.9
September 2011Fair5 out of 1018488.9
September 2009Fair5 out of 1018488.9
September 2007Fair5 out of 1011889.0
September 2005Fair5 out of 1011889.0
September 2003Fair5 out of 1011889.0
September 2001Fair5 out of 1010689.0
September 1999Fair5 out of 1010689.0
September 1997Fair5 out of 1010689.0
September 1995Fair5 out of 1011289.0
September 1993Fair6 out of 1011299.0
September 1991Good8 out of 107496.0