Share: 
I140E over TRIBUTARY OF MORGAN CRK
Map
Coordinates:
+34.19705, -78.08178
34°11'49" N, 78°04'54" W
+34.19705, -78.08178
34°11'49" N, 78°04'54" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
| Name: | I140E over TRIBUTARY OF MORGAN CRK |
| Structure number: | 000000000190236 |
| Location: | 0.5 MI.E. JCT. US17 |
| Purpose: | Carries highway over waterway |
| Route classification: | Principal Arterial - Interstate (Urban) [11] |
| Length of largest span: | 96.1 ft. [29.3 m] |
| Total length: | 235.9 ft. [71.9 m] |
| Roadway width between curbs: | 41.3 ft. [12.6 m] |
| Deck width edge-to-edge: | 45.3 ft. [13.8 m] |
| Owner: | State Highway Agency [01] |
| Year built: | 2015 |
| Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
| Design load: | M 9 / H 10 [1] |
| Number of main spans: | 3 |
| Main spans material: | Prestressed concrete continuous [6] |
| 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: June 2017
| Good/Fair/Poor Condition: | Good |
| Status: | Open, no restriction [A] |
| Average daily traffic: | 1,100 [as of 2015] |
| Truck traffic: | 16% of total traffic |
| Deck condition: | Very Good [8 out of 9] |
| Superstructure condition: | Very Good [8 out of 9] |
| Substructure condition: | Very Good [8 out of 9] |
| Structural appraisal: | Equal to present desirable criteria [8] |
| Deck geometry appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
| Water adequacy appraisal: | Equal to present desirable criteria [8] |
| Roadway alignment appraisal: | Equal to present desirable criteria [8] |
| 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] |
| Pier/abutment protection: | Navigation protection not required [1] |
| Scour condition: | Bridge foundations determined to be stable for the assessed or calculated scour condition. [8] |
| Sufficiency rating: | 94.4 |
Previous Inspections
| Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
|---|---|---|---|---|---|---|
| June 2017 | Good | Very Good | Very Good | Very Good | 1100 | 94.4 |
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 | ||||||
| Prestressed Concrete Girder/Beam | linear ft. | 1,404 | 1,404 | 0 | 0 | 0 |
| Deck | ||||||
| Reinforced Concrete Deck | sq. ft. | 10,681 | 10,646 | 35 | 0 | 0 |
| Substructure | ||||||
| Reinforced Concrete Abutment | linear ft. | 154 | 141 | 13 | 0 | 0 |
| Steel Pile | each | 14 | 14 | 0 | 0 | 0 |
| Prestressed Concrete Pile | each | 24 | 24 | 0 | 0 | 0 |
| Reinforced Concrete Pier Cap | linear ft. | 194 | 194 | 0 | 0 | 0 |
| Joints | ||||||
| Pourable Joint | linear ft. | 92 | 79 | 13 | 0 | 0 |
| Bearings | ||||||
| Elastomeric Bearing | each | 36 | 36 | 0 | 0 | 0 |
| Steel Protective Coating | sq. ft. | 36 | 36 | 0 | 0 | 0 |
| Bridge Rail | ||||||
| Reinforced Concrete Bridge Rail | linear ft. | 472 | 432 | 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/1710999
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1710999