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ARSENAL over RVR DES PERES, BNSF RR

Map

Coordinates:
+38.60956, -90.30830
38°36'34" N, 90°18'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:ARSENAL over RVR DES PERES, BNSF RR
Structure number:12426
Old structure number:0100.021 115 (from 1992 edition)
Location:S 26 T 45 N R 6 E
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:136.2 ft. [41.5 m]
Total length:679.2 ft. [207.0 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:22.0 ft. [6.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1995
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:6
Main spans material:Steel continuous [4]
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: April 2015

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:18,950 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 the assessed or calculated scour condition. [8]
Operating rating:59.4 tons [54.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:76.4

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201576.4FairGoodSatisfactorySatisfactory-18950
April 201376.4GoodGoodGoodGood-18950
March 201174.4GoodGoodGoodGood-18950
April 200974.4GoodGoodGoodGood-18950
September 200874.4GoodGoodGoodGood-18950
May 200774.4GoodGoodGoodGood-18950
April 200574.4GoodVery GoodVery GoodVery Good-18950
May 200375.5GoodVery GoodExcellentExcellent-18650
August 200175.5GoodVery GoodExcellentExcellent-18650
June 199973.4GoodExcellentExcellentExcellent-18650
May 199773.4GoodExcellentExcellentExcellent-18650
January 199575.6GoodExcellentExcellentExcellent-18650

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.4,7464,62412200
Steel Protective Coatingsq. ft.1,71101,648063
Deck
Reinforced Concrete Decksq. ft.46,172044,4301,7420
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Pier Walllinear ft.144141300
Reinforced Concrete Abutmentlinear ft.19210715700
Reinforced Concrete Pier Caplinear ft.285285000
Joints
Strip Seal Jointlinear ft.136000136
Bearings
Elastomeric Bearingeach4941800
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,35867967900