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I-75 NB over S BR PINE RIVER

Map

Coordinates:
+43.93866, -84.01624
43°56'19" N, 84°00'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-75 NB over S BR PINE RIVER
Structure number:000000000000408
Old structure number:06106111000B040 (from 1992 edition)
Location:5.5 MI SW OF STANDISH
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:17.7 ft. [5.4 m]
Total length:37.7 ft. [11.5 m]
Roadway width between curbs:35.8 ft. [10.9 m]
Deck width edge-to-edge:61.0 ft. [18.6 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,735 [as of 2007]
Truck traffic:9% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:94.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2018Fair6 out of 101373594.7
June 2016Fair6 out of 101373594.7
June 2014Fair6 out of 101373594.7
June 2012Fair6 out of 101373594.7
June 2010Fair6 out of 101373594.7
June 2008Fair6 out of 101373594.7
June 2006Fair6 out of 101085495.0
June 2004Fair6 out of 10950095.1
June 2002-N out of 10950095.1
November 2001Fair6 out of 10950095.1
May 2000-N out of 10950095.1
November 1998-N out of 10950095.1
October 1996FairN out of 10950095.1
May 1994Fair6 out of 10950096.3
April 1992Fair8 out of 10950096.3
April 1990Fair8 out of 10950096.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.121991840