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BRANCH MILL RD over TAR SPRINGS CREEK

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+35.13194, -120.54278
35°07'55" N, 120°32'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BRANCH MILL RD over TAR SPRINGS CREEK
Structure number:49C0143
Location:0.25 MI SW/O HUASNA RD
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:38.1 ft. [11.6 m]
Total length:91.9 ft. [28.0 m]
Roadway width between curbs:22.3 ft. [6.8 m]
Deck width edge-to-edge:24.3 ft. [7.4 m]
Skew angle:18°
Owner:County Highway Agency [02]
Year built:1949
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:3
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:1,240 [as of 2010]
Truck traffic:5% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Critical [2 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Scour condition:Bridge is scour critical; field review indicates that extensive scour has occurred at bridge foundations. [2]
Sufficiency rating:4.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$799,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2015PoorPoorFairCritical12404.6
July 2013PoorPoorFairCritical12404.6
August 2011PoorPoorFairCritical12404.6
July 2009PoorPoorFairSatisfactory121047.8
July 2007PoorPoorFairSatisfactory121048.3
October 2006FairFairFairSatisfactory121047.4
July 2005FairFairFairSatisfactory121047.4
July 2003FairFairFairSatisfactory121047.4
July 2001FairFairFairSatisfactory121047.4
September 1999FairFairFairSatisfactory121047.4
March 1999FairSatisfactoryFairGood121048.4
June 1997FairSatisfactoryFairGood121048.4
August 1995FairFairFairSatisfactory121047.2
January 1993FairFairFairSatisfactory40050.7
May 1991PoorFairSatisfactoryCritical40020.9