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CRYSTAL ROAD 565 over PINE RIVER

Map

Coordinates:
+43.43366, -84.90552
43°26'01" N, 84°54'20" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CRYSTAL ROAD 565 over PINE RIVER
Structure number:000000000007476
Old structure number:59200053000B010 (from 1992 edition)
Location:0.25 SOUTH OF TAMARACK RD
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:91.9 ft. [28.0 m]
Total length:96.1 ft. [29.3 m]
Roadway width between curbs:34.8 ft. [10.6 m]
Deck width edge-to-edge:37.7 ft. [11.5 m]
Skew angle:14°
Owner:County Highway Agency [02]
Year built:1992
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,601 [as of 2011]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:99.2 tons [90.2 metric tons]
Inventory rating:59.4 tons [54.0 metric tons]
Sufficiency rating:99.0

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201599.0FairSatisfactorySatisfactorySatisfactory-1601
September 201399.0FairSatisfactoryGoodGood-1601
September 201197.7FairSatisfactoryGoodGood-2533
September 200997.7FairSatisfactoryGoodGood-2533
September 200797.7FairSatisfactoryVery GoodVery Good-2533
September 200597.8GoodGoodVery GoodVery Good-2533
September 200397.8GoodVery GoodVery GoodVery Good-2533
September 200197.8GoodVery GoodVery GoodVery Good-2488
October 199997.8GoodVery GoodVery GoodVery Good-2488
February 199897.8GoodExcellentExcellentExcellent-2488
December 199599.2GoodExcellentExcellentExcellent-1700
December 199399.2GoodExcellentExcellentExcellent-1700
December 19912.2PoorSeriousPoorSeriousSD1700