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SR-105 (HECKSCHER) over BROWNS CREEK

Map

Coordinates:
+30.41750, -81.53111
30°25'03" N, 81°31'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:8.2 ft. [2.5 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]
Operating rating:45.3 tons [41.2 metric tons]
Inventory rating:31.6 tons [28.7 metric tons]
Sufficiency rating:66.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201766.7FairFairFairFairFO7800
January 201566.7FairFairFairSatisfactoryFO6900
January 201368.8FairFairFairSatisfactoryFO6500
January 201165.8FairFairFairSatisfactoryFO6000
January 200965.8FairFairFairSatisfactoryFO7200
January 200765.8FairFairFairSatisfactoryFO8300
January 200565.9FairFairFairSatisfactory-8400
December 200265.1FairFairFairSatisfactory-7700
December 200065.1FairFairFairSatisfactory-7500
December 199876.8FairSatisfactorySatisfactorySatisfactory-11001
December 199678.3FairSatisfactorySatisfactorySatisfactory-9950
December 199477.8FairSatisfactorySatisfactorySatisfactory-12000
November 199277.7FairSatisfactorySatisfactorySatisfactory-12120
April 199178.0Fair-SatisfactorySatisfactory-10410