Share:

PARK ACCESS RD over DTCH TO CAL RIV

Map 

Coordinates:
+41.66469, -87.53872
41°39'53" N, 87°32'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PARK ACCESS RD over DTCH TO CAL RIV
Structure number:016996000000000
Old structure number:000016996013659 (from 1992 edition)
Location:WOLF LAKE CONS P8C
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:5.9 ft. [1.8 m]
Total length:54.1 ft. [16.5 m]
Roadway width between curbs:23.3 ft. [7.1 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Owner:State Park, Forest, or Reservation Agency [11]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans design:Culvert [19]
Deck type:Other [9]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2015 

Status:Open, no restriction [A]
Average daily traffic:300 [as of 1998]
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:Better than present minimum criteria [7]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:32.1 tons [29.2 metric tons]
Inventory rating:23.5 tons [21.4 metric tons]
Sufficiency rating:63.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$171,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201563.6Not deficient---300
February 201364.6Not deficient---300
March 201162.9Not deficient---309
May 200962.9Not deficient---309
April 200862.9Not deficient---309
August 200662.9Not deficient---309
August 200562.9Not deficient---309
July 200262.9Not deficient---309
November 200051.0Structurally deficient---309
July 199867.0Not deficient---309
July 199578.5Not deficient----
February 198891.5Not deficient----