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SQUAW MTN RD-PCT 4 over LODGE CREEK

Map 

Coordinates:
+33.43114, -98.27526
33°25'52" N, 98°16'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SQUAW MTN RD-PCT 4 over LODGE CREEK
Structure number:021200AA0181002
Location:5.9 MI. NORTH FM 2190
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:37.1 ft. [11.3 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:County Highway Agency [02]
Year built:2010
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:50 [as of 2009]
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 assessed or calculated scour condition. [5]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.9

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201596.9Not deficientGoodGoodGood50
January 201396.9Not deficientGoodGoodGood50
January 201189.7Not deficientVery GoodVery GoodVery Good50
January 200938.6Structurally deficientGoodVery GoodVery Good50
January 200738.6Structurally deficientGoodVery GoodVery Good50
January 200538.6Structurally deficientGoodVery GoodVery Good50
January 200338.6Structurally deficientGoodVery GoodVery Good50
January 200140.8Structurally deficientVery GoodVery GoodVery Good50
January 199940.8Structurally deficientVery GoodVery GoodVery Good50
April 199740.8Structurally deficientSatisfactoryVery GoodVery Good50
February 199540.8Structurally deficientSatisfactoryVery GoodVery Good50
February 199342.6Structurally deficientSatisfactoryVery GoodVery Good50
February 199142.6Structurally deficientVery GoodVery GoodVery Good50