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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 

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. ratingEvaluationDeckSuper.Sub.ADT
March 201680.4Not deficientGoodVery GoodVery Good20775
March 201480.4Not deficientGoodVery GoodVery Good44000
March 201283.0Not deficientGoodVery GoodVery Good22974
March 201083.0Not deficientGoodVery GoodVery Good22974
March 200883.0Not deficientGoodVery GoodVery Good21348
March 200683.0Not deficientGoodVery GoodVery Good21351
April 200483.0Not deficientGoodExcellentExcellent21931
March 200383.0Not deficientExcellentExcellentExcellent22223