Share: 
NFSR 96 over SO. PLATTE RIVER
Map
Coordinates:
+38.95166, -105.39101
38°57'06" N, 105°23'28" W
+38.95166, -105.39101
38°57'06" N, 105°23'28" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | NFSR 96 over SO. PLATTE RIVER |
| Structure number: | 021210000001043 |
| Location: | 3.2 MI S OF LAKE GEORGE |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Local (Rural) [09] |
| Length of largest span: | 58.7 ft. [17.9 m] |
| Total length: | 87.9 ft. [26.8 m] |
| Roadway width between curbs: | 24.3 ft. [7.4 m] |
| Deck width edge-to-edge: | 28.2 ft. [8.6 m] |
| Skew angle: | 30° |
| Owner: | U.S. Forest Service [64] |
| Year built: | 1972 |
| Historic significance: | Historical significance is not determinable at this time [4] |
| Design load: | MS 18 / HS 20 [5] |
| Number of main spans: | 3 |
| Main spans material: | Steel continuous [4] |
| Main spans design: | Stringer/Multi-beam or girder [02] |
| Deck type: | Concrete Cast-in-Place [1] |
| Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: August 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 200 [as of 2000] |
| Truck traffic: | 4% of total traffic |
| Deck condition: | Good [7 out of 9] |
| Superstructure condition: | Good [7 out of 9] |
| Substructure condition: | Satisfactory [6 out of 9] |
| Structural appraisal: | Equal to present minimum criteria [6] |
| 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 minimum criteria [6] |
| Channel protection: | Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 86.0 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| August 2018 | Fair | Good | Good | Satisfactory | 200 | 86.0 |
| August 2016 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 85.0 |
| November 2014 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 85.0 |
| August 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 85.0 |
| July 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 85.0 |
| September 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 200 | 85.0 |
| July 2004 | - | - | - | - | 50 | 100.0 |
| August 2002 | Good | Good | Good | Good | 50 | 91.5 |
| July 1996 | Fair | Good | Good | Satisfactory | 50 | 91.5 |
© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1063567
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1063567