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SH 369 SEC.03-7.97 over CREEK

Map

Coordinates:
+34.34288, -93.83966
34°20'34" N, 93°50'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:SH 369 SEC.03-7.97 over CREEK
Structure number:0000000000X0387
Location:2 MI N OF LANGLEY
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:7.9 ft. [2.4 m]
Total length:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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]
Operating rating:51.9 tons [47.2 metric tons]
Inventory rating:30.9 tons [28.1 metric tons]
Sufficiency rating:93.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201593.7Fair6 out of 10-80
March 201386.8Fair6 out of 10-70
July 201186.8Fair6 out of 10-70
July 200986.8Fair6 out of 10-70
July 200786.4Fair6 out of 10-190
August 200586.3Fair6 out of 10-220
July 200385.6Fair6 out of 10-320
June 200186.4Fair6 out of 10-100
May 199976.0Fair6 out of 10-100
January 199774.0Fair6 out of 10-90
October 199474.0Fair6 out of 10-90
July 199274.0Good7 out of 10-90
April 199073.1Good8 out of 10-322