Share:

US0190 over DRAIN

Map 

Coordinates:
+30.46031, -91.04924
30°27'37" N, 91°02'57" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US0190 over DRAIN
Structure number:611700130502861
Location:61170130502861
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:7.9 ft. [2.4 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:196.5 ft. [59.9 m]
Owner:State Highway Agency [01]
Year built:1958
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:Concrete Cast-in-Place [1]

Latest Available Inspection: July 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:27,900 [as of 2015]
Truck traffic:6% 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:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:67.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$219,000

Previous Inspections 

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201667.5Fair6 out of 10FO27900
July 201467.7Fair6 out of 10FO27500
July 201268.9Fair6 out of 10FO25000
July 201070.3Good7 out of 10FO22100
July 200870.3Good8 out of 10FO22100
July 200670.6Good8 out of 10-25000
July 200471.1Good8 out of 10-23900
July 200269.8Good8 out of 10-26800
July 200069.6Good8 out of 10-27264
July 199868.7Good8 out of 10-29161
July 199667.4Good8 out of 10-32132
July 199468.1Good8 out of 10-30614
July 199269.6Good8 out of 10-27315
July 199069.6Good8 out of 10-27315