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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:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2014 

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:38.4 tons [34.9 metric tons]
Sufficiency rating:96.9
Estimated cost of work:$1,881,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201496.9Not deficientSatisfactorySatisfactorySatisfactory1550
May 201296.9Not deficientSatisfactorySatisfactoryGood1550
May 201096.9Not deficientSatisfactorySatisfactoryGood1550
May 200896.9Not deficientSatisfactorySatisfactoryGood1550
May 200695.6Not deficientGoodGoodGood1550
May 200496.6Not deficientGoodGoodGood1550
May 200296.6Not deficientGoodGoodGood1550
August 200096.6Not deficientGoodGoodGood1550
July 199896.6Not deficientGoodGoodGood1550
July 199696.4Not deficientGoodGoodGood1550
December 199476.4Not deficientGoodGoodGood1550
December 199275.4Not deficientGoodGoodGood1550
August 199082.4Not deficientGoodGoodGood1550