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W BAKER ST over ADAMS BRANCH

Map

Coordinates:
+31.72488, -98.98556
31°43'30" N, 98°59'08" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:W BAKER ST over ADAMS BRANCH
Structure number:230250B00095001
Location:0.20 MI N OF US 377
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:24.9 ft. [7.6 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:40.4 ft. [12.3 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
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: December 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,690 [as of 2013]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.8

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201697.8GoodGoodGoodGood-2690
December 201496.8GoodGoodGoodGood-2690
February 201397.8GoodGoodGoodGood-2690
January 201197.8GoodGoodGoodGood-2690
January 200999.8GoodGoodGoodGood-2690
January 200799.8GoodGoodGoodGood-2690
March 200599.8GoodGoodGoodGood-2690
March 200399.8GoodGoodGoodGood-2690
March 200199.7GoodGoodGoodGood-2690
July 199999.7GoodVery GoodVery GoodGood-2690