Share:

JEFFERSON-PAIGE RD over JEFERSON PAGE,TRY CROSS

Map 

Coordinates:
+32.47699, -93.85682
32°28'37" N, 93°51'25" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JEFFERSON-PAIGE RD over JEFERSON PAGE,TRY CROSS
Structure number:040932286935111
Location:1.5 MI. WEST OF U.S.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:39.0 ft. [11.9 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1976
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:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,824 [as of 1979]
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:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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:74.8 tons [68.0 metric tons]
Inventory rating:44.9 tons [40.8 metric tons]
Sufficiency rating:75.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$163,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
April 201775.9FairSatisfactorySatisfactorySatisfactoryFO5824
April 201573.9FairSatisfactorySatisfactorySatisfactoryFO5824
April 201372.9FairSatisfactorySatisfactorySatisfactoryFO5824
April 201174.9FairSatisfactorySatisfactorySatisfactoryFO5824
March 200974.9FairGoodGoodSatisfactoryFO5824
March 200774.9FairGoodGoodSatisfactoryFO5824
March 200574.9FairGoodGoodSatisfactoryFO5824
March 200374.9FairGoodGoodSatisfactoryFO5824
February 200174.9FairGoodGoodSatisfactoryFO5824
March 199974.9FairGoodGoodSatisfactoryFO5824
February 199774.9FairGoodGoodSatisfactoryFO5824
February 199574.8FairGoodGoodSatisfactoryFO5824
March 199374.8FairGoodGoodSatisfactoryFO5824
April 199174.8GoodGoodGoodGoodFO5824