West Main Street over Flood Creek in Wash Co.


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:West Main Street over Flood Creek in Wash Co.
Structure number:000000000019541
Location:0.34 MI W HEWITT STREET
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:12°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1998]
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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:75.1
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$562,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairSatisfactorySatisfactorySatisfactory500075.1
July 2015FairSatisfactorySatisfactorySatisfactory500075.1
July 2013FairSatisfactorySatisfactorySatisfactory500075.1
August 2011FairGoodSatisfactorySatisfactory500075.1
July 2009FairGoodSatisfactorySatisfactory500075.1
August 2007FairGoodGoodSatisfactory500075.1
September 2005FairVery GoodGoodSatisfactory500075.1
October 2003FairVery GoodGoodSatisfactory500079.1
November 2001FairSatisfactoryGoodFair500068.0
January 2000FairFairSatisfactoryFair500060.8
January 1998FairFairFairFair49961.9
February 1996FairFairFairFair49961.9
February 1994FairFairFairFair49961.9
January 1993PoorFairFairPoor49950.6
March 1991FairSatisfactorySatisfactoryFair49967.5