Share:

IRR BIA RTE 30 over SAN JOSE RIVER

Map

Coordinates:
+35.05703, -107.56666
35°03'25" N, 107°33'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IRR BIA RTE 30 over SAN JOSE RIVER
Structure number:00000000000M139
Location:EAST EDGE OF ACOMITA
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:41.7 ft. [12.7 m]
Total length:109.9 ft. [33.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Skew angle:25°
Owner:Bureau of Indian Affairs [62]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,000 [as of 2012]
Truck traffic:10% 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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:99.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017GoodGoodGoodGood100099.6
January 2015GoodGoodGoodGood100099.6
March 2012GoodGoodGoodVery Good100099.6
March 2010GoodGoodGoodVery Good100099.6
February 2008GoodGoodGoodVery Good60094.8
August 2004GoodGoodGoodVery Good60094.8
January 2002GoodGoodGoodVery Good60094.8
March 1999GoodGoodGoodVery Good60094.8