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FAS 306 over LICK CREEK

Map

Coordinates:
+35.35000, -84.88167
35°21'00" N, 84°52'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 306 over LICK CREEK
Structure number:61011870003
Location:.5 MI.EAST OF BRADLEY CO.
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:57.1 ft. [17.4 m]
Total length:113.9 ft. [34.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:34.5 ft. [10.5 m]
Owner:State Highway Agency [01]
Year built:1999
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,630 [as of 2015]
Truck traffic:4% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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 foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.5 tons [47.7 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201598.4GoodGoodGoodGood-1630
May 201398.3GoodGoodVery GoodGood-1930
May 201196.3GoodGoodVery GoodGood-1800
June 200996.4GoodGoodVery GoodGood-1610
May 200796.3GoodVery GoodExcellentVery Good-1980
May 200596.4GoodExcellentExcellentExcellent-1530
May 200396.4GoodExcellentExcellentExcellent-1680
May 200197.4GoodExcellentExcellentExcellent-1700
June 199998.4GoodExcellentExcellentExcellent-1570
May 199742.8PoorFairPoorSatisfactorySD1310
October 199542.8PoorFairPoorSatisfactorySD1340
August 199342.6PoorFairPoorSatisfactorySD1500
October 199143.2PoorFairPoorSatisfactorySD910