+32.70012, -90.93100
32°42'00" N, 90°55'52" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 61 over DEER CREEK
Structure number:210006106314390
Location:4.8 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:160.1 ft. [48.8 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:4
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:48.7 tons [44.3 metric tons]
Inventory rating:42.8 tons [38.9 metric tons]
Sufficiency rating:90.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201690.2FairSatisfactoryVery GoodGood-2000
October 201489.6GoodGoodVery GoodVery Good-1700
October 201285.5GoodVery GoodVery GoodVery Good-2600
October 201085.5GoodVery GoodVery GoodVery Good-2600
January 201085.5GoodVery GoodVery GoodVery Good-2600
November 200787.4GoodVery GoodVery GoodVery Good-2400
November 200587.4GoodVery GoodVery GoodVery Good-2400
July 200385.6GoodVery GoodVery GoodVery Good-2800
July 200184.0GoodVery GoodVery GoodVery Good-2700
July 199985.8GoodVery GoodVery 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.953953000
Reinforced Concrete Decksq. ft.6,59906,59900
Reinforced Concrete Abutmentlinear ft.123123000
Prestressed Concrete Pileeach1818000
Reinforced Concrete Pier Caplinear ft.120120000
Pourable Jointlinear ft.300300000
Elastomeric Bearingeach3636000
Movable Bearingeach1212000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4804483200