95TH ST. H.2-15.0 over 95TH. OVER CAMP CREEK


+38.95635, -94.92309
38°57'23" N, 94°55'23" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:95TH ST. H.2-15.0 over 95TH. OVER CAMP CREEK
Structure number:000461079204440
Location:2.7E 1.0S OF DESOTO
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:44.9 ft. [13.7 m]
Total length:117.1 ft. [35.7 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1990
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:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:327 [as of 2013]
Truck traffic:6% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:57.4 tons [52.2 metric tons]
Inventory rating:36.6 tons [33.3 metric tons]
Sufficiency rating:99.9

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201599.9GoodVery GoodVery GoodVery Good-327
April 201398.7GoodVery GoodVery GoodVery Good-673
April 201198.7GoodVery GoodVery GoodVery Good-673
February 200998.7GoodVery GoodVery GoodVery Good-639
March 200799.8GoodVery GoodVery GoodVery Good-338
April 200599.8GoodVery GoodVery GoodVery Good-338
April 200398.8GoodGoodVery GoodVery Good-531
March 200199.9GoodGoodVery GoodVery Good-281
June 199999.9GoodGoodVery GoodVery Good-281
July 199799.9GoodGoodVery GoodGood-204
September 199599.9GoodGoodVery GoodGood-204
August 199399.9GoodVery GoodVery GoodVery Good-204
February 1991100.0GoodVery GoodExcellentExcellent-43