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STH 49 over PINE RIVER

Map 

Coordinates:
+44.13596, -88.99619
44°08'09" N, 88°59'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:STH 49 over PINE RIVER
Structure number:B69002600000000
Location:0.1M N JCT CTH H TO W
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:57.1 ft. [17.4 m]
Total length:57.7 ft. [17.6 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:43.6 ft. [13.3 m]
Owner:State Highway Agency [01]
Year built:1987
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2015 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,900 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
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: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 the assessed or calculated scour condition. [8]
Operating rating:68.3 tons [62.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:88.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201588.4GoodGoodVery GoodGood-3900
July 201391.2GoodGoodVery GoodVery Good-2850
July 201189.2GoodGoodVery GoodVery Good-2850
July 200982.9GoodGoodVery GoodVery Good-2850
July 200782.9GoodVery GoodVery GoodVery Good-2850
July 200582.9GoodVery GoodVery GoodVery Good-2850
July 200382.9GoodVery GoodVery GoodVery Good-2850
August 200185.1GoodVery GoodVery GoodVery Good-2335
July 199983.1GoodVery GoodVery GoodVery Good-2335
September 199883.1GoodVery GoodVery GoodVery Good-2335
December 199783.1GoodVery GoodVery GoodVery Good-2335
July 199683.1GoodVery GoodVery GoodVery Good-2335
October 199583.2GoodVery GoodVery GoodVery Good-2335
June 199483.2GoodVery GoodVery GoodVery Good-2335
September 199383.9GoodVery GoodVery GoodVery Good-2190
July 199283.9GoodVery GoodVery GoodVery Good-2190
September 199186.8GoodVery GoodVery GoodVery Good-1820