Share:

FAU 2883 over BRANCH

Map

Coordinates:
+35.06917, -89.96556
35°04'09" N, 89°57'56" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:FAU 2883 over BRANCH
Structure number:79028830001
Location:DEMOCRAT RD - MEMPHIS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Owner:City or Municipal Highway Agency [04]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:19,980 [as of 2017]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:70.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,598,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201770.0FairSatisfactorySatisfactoryFair-19980
April 201570.0FairSatisfactorySatisfactoryFair-19980
April 201370.0FairSatisfactorySatisfactoryFair-19980
May 201170.0FairSatisfactoryGoodFair-19980
June 200970.0FairSatisfactoryGoodFair-19980
November 200770.0FairSatisfactoryGoodFair-19980
October 200570.0FairSatisfactoryGoodFair-21830
October 200370.0FairSatisfactoryGoodFair-19370
November 200170.0FairSatisfactoryGoodFair-20260
March 200070.0FairSatisfactoryGoodFair-21990
June 199881.0GoodGoodGoodGood-25040
May 199870.0FairSatisfactoryGoodFair-23980
December 199570.0FairSatisfactorySatisfactoryFair-24680
October 199370.0FairSatisfactorySatisfactoryFair-23850
December 199170.0FairSatisfactorySatisfactoryFair-24260