County Road 3-R over TRIB. ST. CHARLES RIVER


+38.02527, -104.85367
38°01'31" N, 104°51'13" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:County Road 3-R over TRIB. ST. CHARLES RIVER
Structure number:PUCO 0.02-210IR
Location:8.2 MI ESE OF BEULAH
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:25.6 ft. [7.8 m]
Total length:52.2 ft. [15.9 m]
Roadway width between curbs:31.2 ft. [9.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:45°
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: November 2014

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:138 [as of 2014]
Truck traffic:2% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
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:65.7 tons [59.7 metric tons]
Inventory rating:52.3 tons [47.5 metric tons]
Sufficiency rating:99.7

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
November 201499.7Good7 out of 10-138
November 201299.7Good7 out of 10-136
November 201099.7Good7 out of 10-136
November 200899.8Good7 out of 10-103
November 200699.8Good7 out of 10-103
August 200499.8Good7 out of 10-103
January 200399.8Good7 out of 10-103
February 200099.8Good7 out of 10-101
March 199999.8Good7 out of 10-101
March 199899.8Good7 out of 10-101
October 199699.9Good7 out of 10-47
May 199498.5Good7 out of 10-47
July 199298.5Good7 out of 10-47
November 199098.4Good7 out of 10-80

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Culvertlinear ft.9688800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.104104000
Steel Protective Coatingsq. ft.104104000