130TH ST over MILL CR


+42.50833, -91.11389
42°30'30" N, 91°06'50" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:130TH ST over MILL CR
Structure number:000000000104690
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:33.1 ft. [10.1 m]
Total length:35.1 ft. [10.7 m]
Roadway width between curbs:18.0 ft. [5.5 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Owner:County Highway Agency [02]
Year built:1930
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Poor
Status:Posted for other load-capacity restriction [R]
Average daily traffic:50 [as of 2010]
Deck condition:Poor [4 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:40.8 tons [37.1 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:60.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201660.8PoorPoorFairFairSD50
May 201460.8PoorPoorFairFairSD50
April 201262.8FairFairFairFair-50
May 201062.4FairFairFairFair-50
May 200862.4FairFairFairFair-50
June 200662.8FairFairFairFair-50
December 200362.8FairFairFairFair-50
July 200263.8FairFairFairFair-50
April 200063.8FairFairFairFair-50
July 199863.4FairFairFairFair-50
May 199665.4FairSatisfactoryFairFair-50
April 199466.9FairSatisfactorySatisfactorySatisfactoryFO55
June 199265.9FairFairSatisfactorySatisfactoryFO55
July 199060.1FairFairSatisfactoryFairFO55