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US-90 (SR-10) over MCGIRTS CREEK

Map 

Coordinates:
+30.31333, -81.85556
30°18'48" N, 81°51'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US-90 (SR-10) over MCGIRTS CREEK
Structure number:720679
Location:7 MI. E. OF US-301 N.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:32.8 ft. [10.0 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:39.4 ft. [12.0 m]
Deck width edge-to-edge:42.7 ft. [13.0 m]
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:9,900 [as of 2014]
Truck traffic:15% 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 desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:78.5 tons [71.4 metric tons]
Inventory rating:47.1 tons [42.8 metric tons]
Sufficiency rating:97.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201697.6Not deficientGoodGoodGood9900
February 201497.7Not deficientGoodGoodGood9100
February 201297.6Not deficientGoodGoodGood9700
February 201097.4Not deficientGoodGoodVery Good11500
February 200897.4Not deficientVery GoodVery GoodVery Good11000
February 200697.4Not deficientVery GoodVery GoodVery Good11000
February 200497.8Not deficientVery GoodVery GoodVery Good8200
March 200297.8Not deficientVery GoodExcellentExcellent8400