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HWY COUNTY RD over WATER FALL BROOK
Map
Coordinates:
+41.77454, -70.95827
41°46'28" N, 70°57'30" W
+41.77454, -70.95827
41°46'28" N, 70°57'30" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | HWY COUNTY RD over WATER FALL BROOK |
| Structure number: | F090013X9DOTNBI |
| Old structure number: | 3X9884692022100 (from 1992 edition) |
| Location: | AT JCT WASHBURN RD |
| Purpose: | Carries highway and pedestrian walkway over waterway |
| Route classification: | Minor Arterial (Urban) [16] |
| Length of largest span: | 42.0 ft. [12.8 m] |
| Total length: | 44.9 ft. [13.7 m] |
| Roadway width between curbs: | 47.9 ft. [14.6 m] |
| Deck width edge-to-edge: | 66.9 ft. [20.4 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 1941 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Main span material: | Concrete [1] |
| Main span design: | Arch - Deck [11] |
| Deck type: | Not applicable [N] |
Latest Available Inspection: June 2018
| Good/Fair/Poor Condition: | Fair |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 6,900 [as of 2018] |
| Truck traffic: | 6% of total traffic |
| Deck condition: | Satisfactory [6 out of 9] |
| Superstructure condition: | Fair [5 out of 9] |
| Substructure condition: | Good [7 out of 9] |
| Structural appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
| Deck geometry appraisal: | Superior to present desirable criteria [9] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Scour condition: | Bridge foundations determined to be stable for assessed or calculated scour condition. [5] |
| Sufficiency rating: | 84.1 |
| Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
| Estimated cost of work: | $1,445,000 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2018 | Fair | Satisfactory | Fair | Good | 6900 | 84.1 |
| June 2016 | Fair | Good | Fair | Good | 6600 | 84.2 |
| June 2014 | Fair | Good | Fair | Good | 6600 | 84.2 |
| June 2012 | Fair | - | Fair | Good | 10100 | 83.3 |
| June 2010 | Fair | - | Fair | Good | 10100 | 83.3 |
| June 2008 | Fair | - | Fair | Good | 7800 | 83.9 |
| June 1998 | Fair | - | Fair | Fair | 7800 | 83.9 |
| June 1996 | Fair | - | Fair | Fair | 600 | 85.8 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
| Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
|---|---|---|---|---|---|---|
| Superstructure | ||||||
| Reinforced Concrete Girder/Beam | linear ft. | 63 | 63 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 1,207 | 1,100 | 107 | 0 | 0 |
| Wearing Surfaces | sq. ft. | 1,207 | 1,207 | 0 | 0 | 0 |
| Superstructure | ||||||
| Reinforced Concrete Arch | linear ft. | 17 | 5 | 12 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 80 | 50 | 20 | 10 | 0 |
| Bridge Rail | ||||||
| Other Material Bridge Rail | linear ft. | 240 | 200 | 40 | 0 | 0 |
© 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/1236335
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1236335