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HAWTHORNE DRIVE over BROOKWOOD DITCH

Map

Coordinates:
+32.41167, -93.79330
32°24'42" N, 93°47'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAWTHORNE DRIVE over BROOKWOOD DITCH
Structure number:040932247934761
Location:0.1 MI E OF US 171
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:44.0 ft. [13.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:48.6 ft. [14.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1974
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:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 1980]
Structural appraisal:Unknown [*]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:82.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$180,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2017Fair6 out of 1060082.9
March 2015Fair6 out of 1060075.4
March 2013Fair6 out of 1060075.4
March 2011Fair6 out of 1060077.4
March 2009Fair6 out of 1060077.4
March 2007Fair6 out of 1060077.4
March 2005Fair6 out of 1060077.4
April 2003Fair6 out of 1060077.4
March 2001Fair6 out of 1060077.4
February 1999Fair6 out of 1060077.4
January 1997Fair6 out of 1060077.4
January 1995Fair6 out of 1060075.9
March 1993Fair6 out of 1060077.9
March 1991Fair6 out of 1060077.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Steel Culvertlinear ft.150015000
Steel Protective Coatingsq. ft.4,71204,71200
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8888000