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CR 1178 (CR 100) over DRAINAGE DITCH

Map

Coordinates:
+28.00769, -97.40424
28°00'28" N, 97°24'15" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CR 1178 (CR 100) over DRAINAGE DITCH
Structure number:162050AA0369002
Location:2.00 MI NW OF CR 3261
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:8.9 ft. [2.7 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:21.7 ft. [6.6 m]
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, posting recommended but not legally implemented [B]
Average daily traffic:75 [as of 2011]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Culvert condition:Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:61.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$41,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
June 2017Poor4 out of 107561.7
June 2015Fair6 out of 107588.5
June 2013Fair6 out of 107588.5
June 2011Fair5 out of 107577.5
June 2009Fair6 out of 107588.8
May 2007Fair6 out of 107588.8
July 2005Fair6 out of 107588.8
July 2003Fair6 out of 107588.5
June 2001Fair6 out of 107588.5
February 2000Fair6 out of 107588.5
November 1997Fair6 out of 106088.5
April 1996Fair6 out of 106088.5
April 1994Fair6 out of 106088.5
January 1992Fair6 out of 106082.6