N3423 over CREEK


+34.11801, -96.91103
34°07'05" N, 96°54'40" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:N3423 over CREEK
Structure number:225880000000000
Old structure number:48N3423E1990007 (from 1992 edition)
Location:1.0 MI N OF TYLER
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:49.9 ft. [15.2 m]
Total length:80.1 ft. [24.4 m]
Roadway width between curbs:15.4 ft. [4.7 m]
Deck width edge-to-edge:16.4 ft. [5.0 m]
Owner:County Highway Agency [02]
Year built:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
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: October 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:50 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:28.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$225,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017PoorSatisfactoryFairPoor5028.5
October 2015PoorSatisfactoryFairPoor5028.5
November 2013PoorPoorPoorPoor5025.0
November 2011PoorPoorPoorPoor5023.1
November 2009FairSatisfactoryFairGood5040.6
September 2007FairSatisfactoryFairGood5042.8
August 2005FairSatisfactoryFairGood5042.8
August 2003FairSatisfactoryFairGood5037.6
November 2001FairGoodFairGood5032.2
November 1999FairVery GoodFairGood5034.1
December 1997FairGoodFairGood5034.1
December 1995FairGoodFairGood5039.9
February 1994GoodGoodGoodGood5049.9
March 1992GoodVery GoodVery GoodVery Good10038.3