Share:

130TH ST over LITTLE CALUMET RIVER

Map

Coordinates:
+41.65921, -87.57310
41°39'33" N, 87°34'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:130TH ST over LITTLE CALUMET RIVER
Structure number:016608900000000
Old structure number:000016608919807 (from 1992 edition)
Location:13000 S. & 2050 E
Purpose:Carries highway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:229.0 ft. [69.8 m]
Total length:377.0 ft. [114.9 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:67.9 ft. [20.7 m]
Vertical clearance below bridge:27.9 ft. [8.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1949
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,600 [as of 2014]
Truck traffic:20% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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:In place but re-evaluation of design suggested [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:41.0 tons [37.3 metric tons]
Sufficiency rating:49.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,144,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201549.0PoorFairFairPoorSD16600
October 201349.0PoorFairSatisfactoryPoorSD16600
October 201149.0PoorFairSatisfactoryPoorSD20100
November 200963.0FairSatisfactorySatisfactoryFairFO19600
November 200774.0FairGoodSatisfactorySatisfactoryFO19600
December 200574.0FairGoodSatisfactorySatisfactoryFO19600
October 200374.0FairGoodSatisfactorySatisfactoryFO20000
October 200174.0FairGoodSatisfactorySatisfactoryFO20900
September 199974.0FairGoodSatisfactorySatisfactoryFO20900
July 199774.0FairGoodSatisfactorySatisfactoryFO20900
July 199574.0FairSatisfactorySatisfactorySatisfactoryFO13300
June 199376.0FairSatisfactorySatisfactorySatisfactoryFO13300
April 199174.0GoodGoodGoodGoodFO13300