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ST JOE RIVER ROAD over MARBLE CREEK

Map

Coordinates:
+47.25009, -116.02131
47°15'00" N, 116°01'17" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ST JOE RIVER ROAD over MARBLE CREEK
Structure number:000000000020365
Location:10.8 E. CALDER
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:98.1 ft. [29.9 m]
Total length:195.9 ft. [59.7 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1974
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:440 [as of 2015]
Truck traffic:18% 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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.6 tons [35.1 metric tons]
Sufficiency rating:79.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,929,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201679.2FairFairFairSatisfactory-440
August 201479.2FairFairFairSatisfactory-440
August 201280.2FairSatisfactoryFairSatisfactory-440
August 201091.7FairSatisfactorySatisfactorySatisfactory-440
August 200891.7FairSatisfactorySatisfactorySatisfactory-440
August 200689.3FairGoodSatisfactorySatisfactory-610
August 200492.2FairGoodSatisfactorySatisfactory-300
August 200292.2FairGoodSatisfactorySatisfactory-300
August 200094.7FairGoodSatisfactorySatisfactory-30
August 199894.7FairGoodSatisfactorySatisfactory-30
August 199691.1GoodGoodGoodGood-420
August 199491.9GoodGoodGoodGood-420
August 199294.2GoodGoodGoodGood-110
August 199094.2GoodGoodGoodGood-110

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.1978301140
Deck
Reinforced Concrete Decksq. ft.6,92104,2632,6580
Substructure
Reinforced Concrete Columneach20200
Reinforced Concrete Abutmentlinear ft.89385100
Joints
Compression Jointlinear ft.8508500
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.423423000