+34.95681, -92.24370
34°57'25" N, 92°14'37" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:SH 89 over BRIDGE CREEK
Structure number:000000000005759
Location:0.82 MI E PULASKI CO LINE
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1979
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,200 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 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:Equal to present desirable criteria [8]
Roadway alignment appraisal:Superior to present desirable criteria [9]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:57.9 tons [52.6 metric tons]
Inventory rating:35.0 tons [31.8 metric tons]
Sufficiency rating:88.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201688.5FairSatisfactorySatisfactorySatisfactory-2200
February 201488.5FairSatisfactorySatisfactorySatisfactory-2200
February 201288.3FairSatisfactorySatisfactorySatisfactory-2400
February 201088.3FairSatisfactorySatisfactorySatisfactory-2400
February 200888.1FairSatisfactorySatisfactoryGood-2700
February 200678.6FairSatisfactorySatisfactoryGood-2100
February 200478.3GoodGoodGoodGood-2100
February 200279.5GoodGoodGoodGood-1900
January 200079.5GoodGoodGoodGood-1900
February 199879.5GoodGoodGoodGood-1900
March 199680.6GoodGoodGoodGood-815
March 199480.6GoodGoodGoodGood-815
February 199280.6GoodGoodGoodGood-815
March 199096.9GoodGoodGoodGood-265