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BRIGHTMAN BLVD over MILL DAM BRANCH

Map 

Coordinates:
+30.26472, -81.52472
30°15'53" N, 81°31'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BRIGHTMAN BLVD over MILL DAM BRANCH
Structure number:724203
Location:0.1 MI E OF TOWN CTR PKW
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:71.9 ft. [21.9 m]
Deck width edge-to-edge:95.8 ft. [29.2 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:11,741 [as of 2015]
Truck traffic:10% 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:83.2 tons [75.6 metric tons]
Inventory rating:49.9 tons [45.4 metric tons]
Sufficiency rating:79.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201579.0Not deficientGoodGoodGood11741
November 201379.0Not deficientGoodGoodGood11741
November 201174.0Not deficientGoodGoodGood11741
November 200998.9Not deficientGoodGoodGood11741
November 200798.9Not deficientGoodGoodGood11741
November 200598.9Not deficientGoodGoodVery Good11741