Share:

SP EE E over MERAMEC RVR

Map

Coordinates:
+37.61122, -91.39918
37°36'40" N, 91°23'57" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SP EE E over MERAMEC RVR
Structure number:8498
Old structure number:R 807 1 (from 1992 edition)
Location:S 29 T 34 N R 4 W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:3.9 ft. [1.2 m]
Total length:36.1 ft. [11.0 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Owner:State Highway Agency [01]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:5
Main spans material:Steel [3]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: December 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20 [as of 2018]
Truck traffic:10% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
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]
Sufficiency rating:75.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2018Fair5 out of 102075.8
December 2016Fair5 out of 102075.8
December 2014Fair5 out of 102075.8
January 2014Fair5 out of 101851.7
September 2012Fair5 out of 102051.6
October 2010Fair5 out of 102451.6
December 2008Good7 out of 102461.6
October 2006Good7 out of 102861.6
December 2004Good7 out of 108460.8
October 2002Good7 out of 108660.8
January 2001Good7 out of 108460.8
January 1999Good7 out of 108160.8
October 1996Good7 out of 107560.9
December 1994Good7 out of 107261.2
November 1992Good7 out of 107176.2
January 1991Good7 out of 106752.4