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SH 66 over POND BRANCH CREEK

Map

Coordinates:
+32.97410, -96.33660
32°58'27" N, 96°20'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SH 66 over POND BRANCH CREEK
Structure number:181990000904012
Location:0.25 MI W OF FM 548
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:49.9 ft. [15.2 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:43.6 ft. [13.3 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:State Highway Agency [01]
Year built:1999
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: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,410 [as of 2013]
Truck traffic:19% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:95.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodGoodVery Good641095.6
September 2015GoodVery GoodGoodVery Good641095.6
September 2013GoodVery GoodGoodVery Good540096.0
November 2011GoodVery GoodVery GoodVery Good500097.1
February 2010GoodVery GoodVery GoodVery Good820094.9
February 2008GoodVery GoodVery GoodVery Good590095.8
March 2006GoodVery GoodVery GoodVery Good500098.3
February 2004GoodVery GoodVery GoodVery Good380099.5
February 2002GoodVery GoodVery GoodVery Good380099.5
March 2000GoodVery GoodVery GoodVery Good10100.0