Share:

SR-105 (HECKSCHER) over BROWNS CREEK

Map

Coordinates:
+30.41750, -81.53111
30°25'03" N, 81°31'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-105 (HECKSCHER) over BROWNS CREEK
Structure number:720059
Location:SR-105 OVER BROWNS CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:40.0 ft. [12.2 m]
Total length:759.9 ft. [231.6 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:39.0 ft. [11.9 m]
Vertical clearance below bridge:6.6 ft. [2.0 m]
Owner:State Highway Agency [01]
Year built:1963
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:19
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:7,800 [as of 2015]
Truck traffic:15% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:66.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairFairFairFair780066.7
January 2015FairFairFairSatisfactory690066.7
January 2013FairFairFairSatisfactory650068.8
January 2011FairFairFairSatisfactory600065.8
January 2009FairFairFairSatisfactory720065.8
January 2007FairFairFairSatisfactory830065.8
January 2005FairFairFairSatisfactory840065.9
December 2002FairFairFairSatisfactory770065.1
December 2000FairFairFairSatisfactory750065.1
December 1998FairSatisfactorySatisfactorySatisfactory1100176.8
December 1996FairSatisfactorySatisfactorySatisfactory995078.3
December 1994FairSatisfactorySatisfactorySatisfactory1200077.8
November 1992FairSatisfactorySatisfactorySatisfactory1212077.7
April 1991Fair-SatisfactorySatisfactory1041078.0