Share:

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:7.9 ft. [2.4 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 2015 

Status:Open, no restriction [A]
Average daily traffic:6,900 [as of 2013]
Truck traffic:16% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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 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]
Pier/abutment protection:In place and functioning [2]
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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:66.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$250,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201566.7Functionally obsoleteFairFairSatisfactory6900
January 201368.8Functionally obsoleteFairFairSatisfactory6500
January 201165.8Functionally obsoleteFairFairSatisfactory6000
January 200965.8Functionally obsoleteFairFairSatisfactory7200
January 200765.8Functionally obsoleteFairFairSatisfactory8300
January 200565.9Not deficientFairFairSatisfactory8400
December 200265.1Not deficientFairFairSatisfactory7700
December 200065.1Not deficientFairFairSatisfactory7500
December 199876.8Not deficientSatisfactorySatisfactorySatisfactory11001
December 199678.3Not deficientSatisfactorySatisfactorySatisfactory9950
December 199477.8Not deficientSatisfactorySatisfactorySatisfactory12000
November 199277.7Not deficientSatisfactorySatisfactorySatisfactory12120
April 199178.0Not deficient-SatisfactorySatisfactory10410