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CR-621 over STEARNS CREEK

Map 

Coordinates:
+27.32278, -81.41861
27°19'22" N, 81°25'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CR-621 over STEARNS CREEK
Structure number:094046
Location:6.0MI W OF US-27
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:29.5 ft. [9.0 m]
Total length:86.6 ft. [26.4 m]
Roadway width between curbs:43.3 ft. [13.2 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Owner:County Highway Agency [02]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: June 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2016]
Truck traffic:14% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:100.0 tons [90.9 metric tons]
Inventory rating:60.0 tons [54.5 metric tons]
Sufficiency rating:98.7

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201698.7GoodGoodGoodGood-1000
June 201498.8GoodGoodGoodVery Good-500
June 201298.8GoodGoodGoodVery Good-500
July 201098.8GoodGoodGoodVery Good-500
July 200898.8GoodGoodGoodVery Good-500
July 200698.8GoodGoodGoodVery Good-500
July 200498.8GoodGoodGoodExcellent-500
September 200298.8GoodExcellentExcellentExcellent-500
September 200099.8GoodExcellentExcellentExcellent-500