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THE PINES ROAD over TRIB STRAIT CREEK

Map 

Coordinates:
+38.44227, -79.53879
38°26'32" N, 79°32'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:THE PINES ROAD over TRIB STRAIT CREEK
Structure number:000000000010322
Location:1.47 RT 655 - 0.05 RT 220
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:40.0 ft. [12.2 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:26.2 ft. [8.0 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1990
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:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:75 [as of 2003]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:66.3 tons [60.3 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.0Not deficientGoodGoodGood75
January 201396.0Not deficientGoodGoodGood75
January 201196.0Not deficientVery GoodVery GoodGood75
December 200896.0Not deficientVery GoodVery GoodGood75
November 200696.0Not deficientVery GoodVery GoodVery Good75
December 200496.0Not deficientVery GoodVery GoodVery Good75
November 200296.0Not deficientVery GoodVery GoodVery Good95
December 200096.0Not deficientVery GoodVery GoodVery Good95
November 199896.0Not deficientVery GoodVery GoodVery Good95
December 199695.0Not deficientVery GoodExcellentVery Good108
November 199495.0Not deficientVery GoodExcellentVery Good108
February 199396.0Not deficientExcellentExcellentExcellent79
November 199096.0Not deficientExcellentExcellentExcellent79