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COLLINS ROAD over ORTEGA RIVER

Map 

Coordinates:
+30.20139, -81.73028
30°12'05" N, 81°43'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLLINS ROAD over ORTEGA RIVER
Structure number:724308
Location:0.65MI E OF BLANDING BLVD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:42.7 ft. [13.0 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:41.3 ft. [12.6 m]
Deck width edge-to-edge:44.0 ft. [13.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1952
Year reconstructed:1983
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:17,600 [as of 2015]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:57.4 tons [52.2 metric tons]
Inventory rating:49.1 tons [44.6 metric tons]
Sufficiency rating:95.2
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$59,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201795.2FairSatisfactorySatisfactoryGood-17600
January 201595.5FairSatisfactorySatisfactoryGood-10801
January 201395.5FairSatisfactorySatisfactoryGood-10801
January 201195.5FairSatisfactorySatisfactoryGood-10801
January 200995.5FairSatisfactorySatisfactoryGood-10801
January 200795.5FairSatisfactorySatisfactoryGood-10801
January 200595.5FairSatisfactorySatisfactoryGood-10801
January 200395.5FairSatisfactorySatisfactoryGood-10801
January 200195.4FairSatisfactorySatisfactoryGood-10801
January 199996.4GoodGoodGoodGood-10801
January 199796.4GoodGoodGoodGood-10801
March 199596.5GoodGoodGoodGood-10801
March 199390.8GoodGoodGoodGood-10801
April 199190.8Fair-SatisfactoryGood-10801