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MAIN STREET over DRGWRR,ATSFRW,ARKANSAS R

Map

Coordinates:
+38.26855, -104.62494
38°16'07" N, 104°37'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MAIN STREET over DRGWRR,ATSFRW,ARKANSAS R
Structure number:PUEMAIN-.1-CORA
Location:0.1 MI S OF C STREET
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Minor Arterial (Urban) [16]
Length of largest span:173.9 ft. [53.0 m]
Total length:807.1 ft. [246.0 m]
Roadway width between curbs:59.1 ft. [18.0 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:27.2 ft. [8.3 m]
Skew angle:99°
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 22.5 / HS 25 [9]
Number of main spans:5
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,093 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances 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 minimum criteria [6]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:49.9 tons [45.4 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:97.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201497.5FairGoodSatisfactoryGood-5093
November 201297.3GoodGoodGoodGood-7655
December 201097.3GoodGoodGoodGood-7655
November 200897.3GoodGoodGoodGood-7740
October 200697.3GoodGoodGoodGood-7740
August 200497.3GoodGoodGoodGood-7740
January 200397.3GoodGoodGoodGood-7740
March 200097.3GoodGoodGoodGood-7120
April 199997.3GoodGoodGoodGood-7120
April 199897.3GoodGoodGoodGood-7120
November 199597.4GoodExcellentExcellentExcellent-6275

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.621621000
Prestressed Concrete Girder/Beamlinear ft.5,9045,8841820
Deck
Reinforced Concrete Decksq. ft.123,672123,672000
Wearing Surfacessq. ft.75,32975,329000
Substructure
Reinforced Concrete Pier Walllinear ft.4003584200
Reinforced Concrete Abutmentlinear ft.160157300
Reinforced Concrete Pier Caplinear ft.320314600
Joints
Pourable Jointlinear ft.1601362400
Assembly with Sealeach160160000
Bearings
Elastomeric Bearingeach5656000
Bridge Rail
Other Material Bridge Raillinear ft.3,2293,109702030