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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 

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. ratingEvaluationDeckSuper.Sub.ADT
January 201598.0Not deficientGoodVery GoodGood50
January 201398.0Not deficientVery GoodVery GoodGood50
January 2011100.0Not deficientVery GoodVery GoodVery Good50
January 2009100.0Not deficientVery GoodVery GoodVery Good50
January 2007100.0Not deficientVery GoodVery GoodVery Good50
January 2005100.0Not deficientVery GoodVery GoodVery Good50
January 2003100.0Not deficientVery GoodVery GoodVery Good50
March 2001100.0Not deficientVery GoodVery GoodVery Good50
January 1999100.0Not deficientVery GoodVery GoodVery Good50
April 1997100.0Not deficientVery GoodVery GoodVery Good50
February 1995100.0Not deficientVery GoodVery GoodVery Good50
February 1993100.0Not deficientExcellentExcellentExcellent50
March 199221.5Structurally deficientSatisfactoryFairPoor50