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ROCKWELL LN over BRUSH CR

Map 

Coordinates:
+39.03701, -94.60096
39°02'13" N, 94°36'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROCKWELL LN over BRUSH CR
Structure number:25432
Old structure number:S078B311 048 (from 1992 edition)
Location:S 30 T 49 N R 33 W
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:47.9 ft. [14.6 m]
Total length:122.1 ft. [37.2 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:47.9 ft. [14.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,536 [as of 2016]
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:Basically intolerable requiring high priority of corrrective action [3]
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:91.1 tons [82.8 metric tons]
Inventory rating:48.5 tons [44.1 metric tons]
Sufficiency rating:85.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201685.9GoodGoodGoodGoodFO2536
April 201485.9GoodGoodGoodVery GoodFO2536
April 201285.9GoodGoodGoodVery GoodFO2536
April 201085.9GoodGoodGoodVery GoodFO2670
April 200885.9GoodVery GoodVery GoodVery GoodFO2670
March 200685.9GoodGoodVery GoodVery GoodFO2670
March 200480.8GoodVery GoodVery GoodVery GoodFO3310
June 200280.8GoodVery GoodVery GoodExcellent-3310
June 200080.6GoodVery GoodVery GoodExcellent-3310
June 199885.7GoodExcellentExcellentExcellent-2320
July 199685.7GoodExcellentExcellentExcellent-2320
March 199585.7GoodExcellentExcellentExcellent-2320