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SEARLS RD over TRIB OF GREEN RIVER

Map

Coordinates:
+41.69981, -89.29467
41°41'59" N, 89°17'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SEARLS RD over TRIB OF GREEN RIVER
Structure number:052404300000000
Old structure number:000052404312094 (from 1992 edition)
Location:0.4 MI S OF SHAW RD
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:27.9 ft. [8.5 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:35°
Owner:Town or Township Highway Agency [03]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:300 [as of 2012]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.2 tons [53.8 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:82.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201782.9GoodGoodGoodGood-300
January 201582.9GoodGoodGoodGood-300
January 201377.4GoodGoodGoodGood-300
January 201182.0GoodGoodGoodGood-150
March 200982.0GoodGoodGoodGood-150
January 200777.4GoodGoodGoodGood-300
February 200576.3GoodGoodGoodGood-500
September 200376.3GoodGoodGoodGood-500
August 200176.3FairGoodGoodSatisfactory-500
September 199981.9FairVery GoodGoodSatisfactory-250
May 199881.9FairVery GoodGoodSatisfactory-250
August 199581.4FairVery GoodGoodSatisfactory-250
September 199381.4FairVery GoodGoodSatisfactory-200
July 199181.4FairVery GoodGoodSatisfactory-200