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US160 HWY over WEST BRANCH BEAR CREEK

Map 

Coordinates:
+37.19236, -99.76184
37°11'33" N, 99°45'43" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US160 HWY over WEST BRANCH BEAR CREEK
Structure number:999916000130101
Location:6.03 MI W US-183 HWY
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:164.4 ft. [50.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Owner:State Highway Agency [01]
Year built:1948
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:5
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Low slump Concrete [4]

Latest Available Inspection: May 2011 

Status:Open, no restriction [A]
Average daily traffic:1,150 [as of 2010]
Truck traffic:23% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
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:Meets minimum tolerable limits to be left in place as is [4]
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:43.9 tons [39.9 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:72.5
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$136,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201172.5Not deficientVery GoodGoodGood1150
April 200972.5Not deficientVery GoodGoodGood1150
April 200772.5Not deficientVery GoodGoodGood1050
April 200572.5Not deficientVery GoodGoodGood930
April 200372.2Not deficientVery GoodGoodGood1340
April 200167.0Not deficientVery GoodGoodGood1350
October 199964.0Not deficientVery GoodGoodGood1465
April 199762.0Not deficientVery GoodGoodGood1270
July 199552.0Not deficientVery GoodGoodSatisfactory1475
March 199352.0Not deficientGoodGoodSatisfactory1065
March 199151.5Not deficientGoodSatisfactoryGood1300