FM 624 over Pischachay Creek


+28.17321, -98.68801
28°10'24" N, 98°41'17" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FM 624 over Pischachay Creek
Structure number:151620237302025
Location:6.60 Mi W of SH 16
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:40.0 ft. [12.2 m]
Total length:120.1 ft. [36.6 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:State Highway Agency [01]
Year built:1964
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
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: July 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,410 [as of 2013]
Truck traffic:44% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:73.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018GoodGoodGoodGood241073.4
July 2016GoodGoodGoodGood241073.3
January 2015GoodGoodGoodGood135080.8
January 2013GoodGoodGoodGood135074.0
January 2011GoodGoodGoodGood35090.4
February 2009GoodGoodGoodGood67087.5
February 2007GoodGoodGoodGood38095.3
January 2005GoodGoodGoodGood31095.5
February 2003GoodGoodGoodGood41094.0
February 2001GoodGoodGoodGood36095.3
December 1998GoodGoodVery GoodVery Good56093.1
June 1996GoodGoodVery GoodVery Good31095.5
April 1994GoodGoodVery GoodVery Good31077.8
September 1991GoodVery GoodVery GoodVery Good49080.1