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COLLEGE STREET over CREEK

Map

Coordinates:
+35.08722, -92.50222
35°05'14" N, 92°30'08" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:COLLEGE STREET over CREEK
Structure number:000000000022764
Location:0.1 MI E JCT PRINCE DR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.9 ft. [7.9 m]
Roadway width between curbs:47.9 ft. [14.6 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:100 [as of 1995]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:34.9 tons [31.7 metric tons]
Inventory rating:20.9 tons [19.0 metric tons]
Sufficiency rating:80.0

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201580.0Good8 out of 10-100
October 201376.7Good8 out of 10-100
November 201176.7Good8 out of 10-100
November 200976.7Good8 out of 10-100
November 200776.7Good8 out of 10-100
November 200576.7Good8 out of 10-100
October 200376.5Good8 out of 10-100