+32.74235, -96.69144
32°44'32" N, 96°41'29" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Structure number:1805709U0750001
Location:0.50 MI NE OF JIM MILLER
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:47.9 ft. [14.6 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,110 [as of 2011]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
July 2017Good7 out of 10211096.8
September 2015Good7 out of 10211096.8
October 2013Good8 out of 10211096.8
August 2011Fair6 out of 10211088.3
August 2009Fair6 out of 10211088.6
August 2007Fair6 out of 10211089.6
October 2005Fair6 out of 10211089.6
November 2003Fair6 out of 10211089.3
December 2001Fair6 out of 10211089.3
April 2000Good7 out of 10199089.3
April 1998Good7 out of 10199089.3
February 1996Good7 out of 10116589.4
July 1994Good7 out of 10116589.4
July 1992Good7 out of 10116582.5
May 1988Good8 out of 10218077.4