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CHURCH LANE over HOSKINS CREEK

Map 

Coordinates:
+37.91667, -76.86000
37°55'00" N, 76°51'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHURCH LANE over HOSKINS CREEK
Structure number:000000000026186
Location:0.0M CL TAPPA-1.6M RTE360
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:105.0 ft. [32.0 m]
Total length:655.9 ft. [199.9 m]
Roadway width between curbs:63.0 ft. [19.2 m]
Deck width edge-to-edge:82.0 ft. [25.0 m]
Vertical clearance below bridge:7.9 ft. [2.4 m]
Owner:State Highway Agency [01]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,775 [as of 2014]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:52.7 tons [47.9 metric tons]
Inventory rating:31.2 tons [28.4 metric tons]
Sufficiency rating:80.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201680.4GoodGoodVery GoodVery Good-20775
March 201480.4GoodGoodVery GoodVery Good-44000
March 201283.0GoodGoodVery GoodVery Good-22974
March 201083.0GoodGoodVery GoodVery Good-22974
March 200883.0GoodGoodVery GoodVery Good-21348
March 200683.0GoodGoodVery GoodVery Good-21351
April 200483.0GoodGoodExcellentExcellent-21931
March 200383.0GoodExcellentExcellentExcellent-22223