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MILTON ROAD over BRIAR CREEK TRIBUTARY

Map 

Coordinates:
+35.24373, -80.75173
35°14'37" N, 80°45'06" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201493.8Functionally obsolete---15000
April 201293.9Functionally obsolete---14000
April 201093.9Functionally obsolete---14000
April 200893.9Functionally obsolete---14000
May 200693.9Not deficient---14000
April 200493.9Not deficient---14000
July 200293.9Functionally obsolete---14000
September 200093.9Functionally obsolete---14000
April 199875.5Functionally obsolete---14000
June 199675.5Functionally obsolete---14000
August 199478.3Functionally obsolete---14000
July 199277.7Functionally obsolete---17000
May 199093.4Not deficient---17000