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COURTESY LANE over COURTESY LANE DITCH

Map

Coordinates:
+32.45262, -93.77724
32°27'09" N, 93°46'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COURTESY LANE over COURTESY LANE DITCH
Structure number:040932272934661
Location:0.1 MI E OF US 171
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:24.9 ft. [7.6 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:32.5 ft. [9.9 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Skew angle:60°
Owner:City or Municipal Highway Agency [04]
Year built:2005
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,500 [as of 2005]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Operating rating:43.9 tons [39.9 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:96.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201796.9GoodVery GoodVery GoodVery Good-1500
April 201596.9GoodVery GoodVery GoodVery Good-1500
April 201396.9GoodVery GoodVery GoodVery Good-1500
April 201198.9GoodVery GoodVery GoodVery Good-1500
March 200998.9GoodVery GoodVery GoodVery Good-1500
March 200798.9GoodVery GoodVery GoodVery Good-1500
March 200598.9GoodVery GoodVery GoodVery Good-1500
April 200359.2Poor---SD1500
March 200159.2Poor---SD1500
February 199959.2Poor---SD1500
January 199759.2Poor---SD1500
January 199559.6Poor---SD1500
March 199359.6Poor---SD1500
March 199186.7Good----1500