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FAS 1760 over STREAM

Map

Coordinates:
+40.40672, -99.27004
40°24'24" N, 99°16'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FAS 1760 over STREAM
Structure number:C006903405P
Location:JCT US6/US183 6E 2.2S
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:39.0 ft. [11.9 m]
Owner:County Highway Agency [02]
Year built:1962
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:695 [as of 2011]
Structural 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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:24.0 tons [21.8 metric tons]
Sufficiency rating:85.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
October 201685.2Good7 out of 10-695
October 201485.2Good7 out of 10-695
October 201285.4Good7 out of 10-695
October 201085.4Good7 out of 10-570
October 200885.4Good7 out of 10-695
October 200698.0Good7 out of 10-585
August 200497.9Good7 out of 10-660
September 200297.9Good7 out of 10-790
October 200097.9Good8 out of 10-670
October 199897.9Good8 out of 10-670
October 199697.9Good8 out of 10-545
October 199498.0Good8 out of 10-545
November 199283.5Good8 out of 10-520
October 199083.5Good8 out of 10-455