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LOCAL ROAD over GILBERT DITCH

Map 

Coordinates:
+32.48083, -93.76381
32°28'51" N, 93°45'50" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LOCAL ROAD over GILBERT DITCH
Structure number:040932289934461
Location:2.5 MI W OF HWY 1
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:21.0 ft. [6.4 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:23.6 ft. [7.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:70°
Owner:City or Municipal Highway Agency [04]
Year built:1998
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:Culvert [19]
Deck type:Concrete Precast Panels [2]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.6 tons [39.6 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:99.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201599.0Not deficient----
April 201399.0Not deficient----
April 201199.0Not deficient----
March 200999.0Not deficient----
March 200799.0Not deficient----
March 200599.0Not deficient----
March 200399.0Not deficient----
March 200199.0Not deficient----
July 199999.0Not deficient----
April 199832.0Structurally deficient---30
January 199764.5Structurally deficient---30
January 199564.5Structurally deficient---30
March 199391.5Not deficient---30
March 199180.5Not deficient---30