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CITY STREET 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:CITY STREET 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 2015 

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:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201596.9Not deficientVery GoodVery GoodVery Good1500
April 201396.9Not deficientVery GoodVery GoodVery Good1500
April 201198.9Not deficientVery GoodVery GoodVery Good1500
March 200998.9Not deficientVery GoodVery GoodVery Good1500
March 200798.9Not deficientVery GoodVery GoodVery Good1500
March 200598.9Not deficientVery GoodVery GoodVery Good1500
April 200359.2Structurally deficient---1500
March 200159.2Structurally deficient---1500
February 199959.2Structurally deficient---1500
January 199759.2Structurally deficient---1500
January 199559.6Structurally deficient---1500
March 199359.6Structurally deficient---1500
March 199186.7Not deficient---1500