SH 16/Cleburne Co. over LITTLE RED RIVER GFL


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 16/Cleburne Co. over LITTLE RED RIVER GFL
Structure number:000000000003300
Location:2.4 MI E JCT OF SH 92
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:350.1 ft. [106.7 m]
Total length:1102.1 ft. [335.9 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.6 ft. [8.4 m]
Vertical clearance above deck:16.1 ft. [4.9 m]
Owner:State Highway Agency [01]
Year built:1961
Historic significance:Bridge is on the National Register of Historic Places [1]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,600 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
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:48.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,988,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018FairSatisfactorySatisfactorySatisfactory560048.0
October 2016FairSatisfactorySatisfactoryGood520048.0
October 2015GoodGoodGoodVery Good520048.0
October 2014GoodGoodGoodVery Good520048.0
October 2013GoodGoodGoodVery Good570048.0
September 2011GoodGoodGoodVery Good570048.0
September 2009GoodGoodGoodVery Good570044.2
February 2008GoodGoodGoodVery Good510044.2
December 2006GoodGoodGoodVery Good510044.7
November 2004GoodGoodGoodVery Good460044.7
September 2003GoodGoodGoodVery Good520044.5
September 2002GoodGoodGoodVery Good520044.5
September 2000GoodGoodGoodVery Good400044.5
July 1998GoodGoodGoodVery Good400044.5
July 1996GoodGoodGoodVery Good390044.5
August 1994GoodGoodGoodVery Good138045.8
August 1992GoodVery GoodGoodVery Good138045.8
July 1990GoodVery GoodGoodVery Good246445.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.975973020
Steel Stringerlinear ft.3,4003,3703000
Reinforced Concrete Decksq. ft.28,0155,7663,22019,0290
Steel Trusslinear ft.1,7001,6703000
Steel Floor Beamlinear ft.1,0151,0010140
Steel Pin or Pin & Hangar Assemblyeach88000
Steel Gusset Plateeach136129700
Reinforced Concrete Columneach124530
Reinforced Concrete Pier Walllinear ft.9090000
Reinforced Concrete Abutmentlinear ft.7272000
Reinforced Concrete Pier Caplinear ft.1941785110
Movable Bearingeach2020000
Fixed Bearingeach2020000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,2042,1743000