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MILTON ROAD over BRIAR CREEK TRIBUTARY

Map

Coordinates:
+35.24377, -80.75177
35°14'38" N, 80°45'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILTON ROAD over BRIAR CREEK TRIBUTARY
Structure number:000000001190436
Old structure number:000000000119436 (from 1992 edition)
Location:300 FT N BELLE PLANE AVE.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:90.6 ft. [27.6 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,000 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
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:93.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 101500093.8
April 2014Fair6 out of 101500093.8
April 2012Good7 out of 101400093.9
April 2010Good7 out of 101400093.9
April 2008Good7 out of 101400093.9
May 2006Good7 out of 101400093.9
April 2004Good7 out of 101400093.9
July 2002Good7 out of 101400093.9
September 2000Good7 out of 101400093.9
April 1998Good7 out of 101400075.5
June 1996Good7 out of 101400075.5
August 1994Good7 out of 101400078.3
July 1992Good7 out of 101700077.7
May 1990Fair6 out of 101700093.4