Share:

POMME RD over POMME CR

Map 

Coordinates:
+38.42862, -90.39650
38°25'43" N, 90°23'47" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:POMME RD over POMME CR
Structure number:12623
Old structure number:0157002 050 (from 1992 edition)
Location:S 25 T 43 N R 6 E
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:44.3 ft. [13.5 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:32.2 ft. [9.8 m]
Skew angle:11°
Owner:City or Municipal Highway Agency [04]
Year built:1978
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2015 

Status:Posted for load [P]
Average daily traffic:3,100 [as of 2013]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 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:Basically intolerable requiring high priority of corrrective action [3]
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:34.7 tons [31.5 metric tons]
Inventory rating:20.8 tons [18.9 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:49.3
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$397,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201549.3Functionally obsoleteSatisfactoryFairFair3100
March 201359.6Functionally obsoleteSatisfactorySatisfactorySatisfactory3100
March 201159.6Functionally obsoleteGoodSatisfactorySatisfactory3100
February 200959.6Functionally obsoleteGoodSatisfactorySatisfactory3100
March 200759.6Functionally obsoleteGoodSatisfactorySatisfactory3100
March 200559.6Functionally obsoleteGoodSatisfactorySatisfactory3100
March 200359.6Functionally obsoleteGoodGoodGood3100
February 200159.6Functionally obsoleteGoodGoodGood3100
December 199859.6Functionally obsoleteGoodGoodGood3100
March 199759.6Functionally obsoleteGoodGoodGood3100
January 199559.6Functionally obsoleteGoodGoodVery Good3100
February 199360.7Functionally obsoleteSatisfactoryGoodVery Good3000
January 199160.7Functionally obsoleteSatisfactoryGoodVery Good3000