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LYNN CREEK RD P-4 over CAMERON CREEK

Map 

Coordinates:
+33.34486, -98.32645
33°20'41" N, 98°19'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LYNN CREEK RD P-4 over CAMERON CREEK
Structure number:021200AA0176001
Location:2.48 MI N OF US 281
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:100.1 ft. [30.5 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1993
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:2
Main spans material:Prestressed concrete [5]
Main spans 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 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2009]
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:98.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201598.0GoodGoodVery GoodGood-50
January 201398.0GoodVery GoodVery GoodGood-50
January 2011100.0GoodVery GoodVery GoodVery Good-50
January 2009100.0GoodVery GoodVery GoodVery Good-50
January 2007100.0GoodVery GoodVery GoodVery Good-50
January 2005100.0GoodVery GoodVery GoodVery Good-50
January 2003100.0GoodVery GoodVery GoodVery Good-50
March 2001100.0GoodVery GoodVery GoodVery Good-50
January 1999100.0GoodVery GoodVery GoodVery Good-50
April 1997100.0GoodVery GoodVery GoodVery Good-50
February 1995100.0GoodVery GoodVery GoodVery Good-50
February 1993100.0GoodExcellentExcellentExcellent-50
March 199221.5PoorSatisfactoryFairPoorSD50