Share:

HAMMOND BLVD over JUMPING GULLEY BRANCH

Map

Coordinates:
+30.29511, -81.79812
30°17'42" N, 81°47'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAMMOND BLVD over JUMPING GULLEY BRANCH
Structure number:724328
Location:0.5 MI NORTH OF SR 228
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:60.0 ft. [18.3 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1957
Year reconstructed:1986
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,081 [as of 2018]
Truck traffic:5% 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge with "unknown" foundation that has not been evaluated for scour. [U]
Sufficiency rating:96.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$34,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
December 2018GoodGoodGoodGood1008196.0
December 2016GoodGoodGoodGood1008196.0
December 2014GoodGoodGoodGood1008196.0
December 2012GoodGoodGoodGood1008196.0
December 2010GoodGoodGoodGood1008196.0
December 2008GoodGoodGoodGood1008190.8
December 2006GoodGoodGoodGood1008190.8
December 2004GoodGoodGoodGood1008190.8
December 2002GoodGoodGoodGood1008190.8
December 2000FairSatisfactorySatisfactoryGood1008196.6
December 1998GoodGoodGoodGood1008197.6
December 1996GoodGoodVery GoodGood1008197.6
January 1995GoodVery GoodVery GoodVery Good1008197.5
January 1993GoodVery GoodVery GoodVery Good1008190.7
February 1991Good-ExcellentVery Good1008188.7