Share:

SR-109A (CESERY) over ARLINGTON RIVER

Map

Coordinates:
+30.32278, -81.59750
30°19'22" N, 81°35'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR-109A (CESERY) over ARLINGTON RIVER
Structure number:720264
Location:CESERY BLVD/ARLINGTON RIV
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:47.9 ft. [14.6 m]
Total length:967.9 ft. [295.0 m]
Roadway width between curbs:59.7 ft. [18.2 m]
Deck width edge-to-edge:69.2 ft. [21.1 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:State Highway Agency [01]
Year built:1966
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:23
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,800 [as of 2014]
Truck traffic:2% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:44.9 tons [40.8 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:81.6

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201581.6FairGoodGoodSatisfactory-16800
October 201382.2FairGoodGoodSatisfactory-15900
January 201281.5FairGoodGoodSatisfactory-17000
January 201081.3FairGoodGoodSatisfactory-17300
January 200881.3FairGoodGoodSatisfactory-17200
January 200674.9FairGoodVery GoodSatisfactory-16500
January 200476.1FairGoodVery GoodSatisfactory-19100
January 200276.6FairGoodVery GoodSatisfactory-18300
December 199977.2FairGoodVery GoodSatisfactory-17500
December 199782.9FairGoodVery GoodSatisfactory-17100
January 199682.2FairGoodVery GoodSatisfactory-18600
February 199483.4GoodGoodVery GoodGood-18500
April 199275.3GoodGoodVery GoodGood-22071
January 199074.1GoodGoodVery GoodGood-22335