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MONTAGUE EXPWY over COYOTE CREEK

Map

Coordinates:
+37.39667, -121.91333
37°23'48" N, 121°54'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MONTAGUE EXPWY over COYOTE CREEK
Structure number:37C0075R
Location:0.5 MI SW/O I-880
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:44.9 ft. [13.7 m]
Total length:205.1 ft. [62.5 m]
Roadway width between curbs:55.1 ft. [16.8 m]
Deck width edge-to-edge:55.1 ft. [16.8 m]
Skew angle:29°
Owner:County Highway Agency [02]
Year built:1966
Year reconstructed:1974
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:5
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:73,260 [as of 2012]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:90.5 tons [82.3 metric tons]
Inventory rating:54.6 tons [49.6 metric tons]
Sufficiency rating:69.3

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201569.3GoodVery GoodVery GoodVery Good-73260
October 201274.4FairGoodSatisfactorySatisfactory-73260
October 201075.4GoodGoodGoodGood-65180
August 200896.1GoodGoodGoodGood-42000
June 200696.1GoodVery GoodVery GoodVery Good-42000
August 200496.1GoodVery GoodVery GoodVery Good-42000
March 200297.8GoodVery GoodVery GoodVery Good-23732
March 200097.8GoodVery GoodVery GoodVery Good-23732
September 199797.8GoodGoodGoodGood-23732
September 199598.2GoodVery GoodVery GoodVery Good-23732
August 199398.2GoodVery GoodVery GoodVery Good-23732
September 199198.2GoodVery GoodVery GoodVery Good-23732

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.438438000
Deck
Reinforced Concrete Top Flangesq. ft.1,1051,105000
Wearing Surfacessq. ft.1,044001,0440
Substructure
Reinforced Concrete Columneach4040000
Reinforced Concrete Abutmentlinear ft.2323000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.8181000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6565000
Other Material Bridge Raillinear ft.6363000