+32.68094, -90.92028
32°40'51" N, 90°55'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 61 over DEER CREEK
Structure number:210006106314240
Location:3.3 MI N ISSAQUENA CL
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:40.0 ft. [12.2 m]
Total length:200.1 ft. [61.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:41.7 ft. [12.7 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1983
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 2014]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:48.6 tons [44.2 metric tons]
Inventory rating:43.1 tons [39.2 metric tons]
Sufficiency rating:90.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201690.2FairSatisfactoryVery GoodGood-2000
October 201491.1GoodGoodVery GoodVery Good-1800
October 201285.5GoodGoodVery GoodVery Good-2600
October 201085.5GoodGoodVery GoodVery Good-2600
January 201085.5GoodGoodVery GoodVery Good-2600
November 200787.4GoodGoodVery GoodVery Good-2400
November 200587.4GoodGoodVery GoodVery Good-2400
July 200385.6GoodGoodVery GoodVery Good-2800
July 200184.0GoodGoodVery GoodVery Good-2700
July 199985.8GoodGoodVery GoodVery Good-2300
July 199786.8GoodVery GoodVery GoodVery Good-2300
June 199585.6GoodVery GoodVery GoodVery Good-2600
May 199390.6GoodVery GoodVery GoodVery Good-1500
July 199189.8GoodVery GoodVery GoodVery Good-1670

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Prestressed Concrete Girder/Beamlinear ft.1,1931,193000
Reinforced Concrete Abutmentlinear ft.161161000
Prestressed Concrete Pileeach1818000
Reinforced Concrete Pier Caplinear ft.212212000
Pourable Jointlinear ft.360357030
Elastomeric Bearingeach4848000
Movable Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4003554500