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BALDWIN BROOK DR over BALDWIN SLOUGH

Map 

Coordinates:
+32.32065, -86.25342
32°19'14" N, 86°15'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BALDWIN BROOK DR over BALDWIN SLOUGH
Structure number:010774
Old structure number:0000007051M0050 (from 1992 edition)
Location:200 FT E OF ENDCOTT DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:103.0 ft. [31.4 m]
Roadway width between curbs:36.4 ft. [11.1 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,550 [as of 1992]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:64.0 tons [58.2 metric tons]
Inventory rating:38.3 tons [34.8 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$1,356,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201696.9FairSatisfactorySatisfactorySatisfactory-1550
May 201496.9FairSatisfactorySatisfactorySatisfactory-1550
May 201296.9FairSatisfactorySatisfactoryGood-1550
May 201096.9FairSatisfactorySatisfactoryGood-1550
May 200896.9FairSatisfactorySatisfactoryGood-1550
May 200695.6GoodGoodGoodGood-1550
May 200496.6GoodGoodGoodGood-1550
May 200296.6GoodGoodGoodGood-1550
August 200096.6GoodGoodGoodGood-1550
July 199896.6GoodGoodGoodGood-1550
July 199696.4GoodGoodGoodGood-1550
December 199476.4GoodGoodGoodGood-1550
December 199275.4GoodGoodGoodGood-1550
August 199082.4GoodGoodGoodGood-1550