RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E
Map
Coordinates:
+38.62548, -90.2117238°37'32" N, 90°12'42" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | RP PINE ST TO IS64 over IS 64, TRRA RR, RP IS64E |
Structure number: | 1263 |
Old structure number: | A1523 2 (from 1992 edition) |
Location: | S 23 T 45 N R 7 E |
Purpose: | Carries highway overpass over highway and railroad |
Route classification: | Principal Arterial - Interstate (Urban) [11] |
Length of largest span: | 202.8 ft. [61.8 m] |
Total length: | 1397.0 ft. [425.8 m] |
Roadway width between curbs: | 24.0 ft. [7.3 m] |
Deck width edge-to-edge: | 28.5 ft. [8.7 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Skew angle: | 12° |
Owner: | State Highway Agency [01] |
Year built: | 1970 |
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: | 3 |
Main spans material: | Steel continuous [4] |
Main spans design: | Girder and floorbeam system [03] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Epoxy Overlay [5] |
Latest Available Inspection: July 2018
Good/Fair/Poor Condition: | Poor |
Status: | Posted for load [P] |
Average daily traffic: | 1,468 [as of 2017] |
Truck traffic: | 19% of total traffic |
Deck condition: | Poor [4 out of 9] |
Superstructure condition: | Poor [4 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Deck geometry appraisal: | Better than present minimum criteria [7] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Scour condition: | Bridge not over waterway. [N] |
Recommended work: | Bridge rehabilitation because of general structure deterioration or inadequate strength. [35] |
Estimated cost of work: | $6,667,000 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
July 2018 | Poor | Poor | Poor | Satisfactory | 1468 | 0.0 |
June 2016 | Poor | Poor | Poor | Satisfactory | 1405 | 0.0 |
July 2014 | Poor | Poor | Poor | Satisfactory | 1403 | 0.0 |
July 2012 | Poor | Poor | Poor | Satisfactory | 1359 | 0.0 |
September 2011 | Poor | Poor | Poor | Satisfactory | 1409 | 57.7 |
August 2010 | Poor | Poor | Poor | Satisfactory | 1423 | 57.5 |
July 2009 | Poor | Poor | Poor | Satisfactory | 5354 | 54.7 |
July 2008 | Poor | Poor | Poor | Satisfactory | 5299 | 54.7 |
July 2007 | Poor | Poor | Fair | Satisfactory | 5500 | 71.6 |
July 2005 | Fair | Fair | Fair | Satisfactory | 5500 | 73.7 |
August 2003 | Fair | Satisfactory | Satisfactory | Satisfactory | 5500 | 84.1 |
October 2001 | Fair | Satisfactory | Satisfactory | Fair | 2128 | 76.4 |
July 1996 | Good | Good | Good | Good | 1520 | 75.5 |
December 1995 | Good | Good | Good | Good | 1520 | 75.4 |
February 1994 | Good | Good | Good | Good | 1520 | 75.4 |
March 1993 | Good | Good | Good | Very Good | 1520 | 77.5 |
November 1991 | Good | Very Good | Very Good | Very Good | 1520 | 77.5 |
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 Closed Web/Box Girder | linear ft. | 766 | 286 | 176 | 304 | 0 |
Steel Girder/Beam | linear ft. | 1,184 | 513 | 671 | 0 | 0 |
Steel Protective Coating | sq. ft. | 29,409 | 14,220 | 7,500 | 7,689 | 0 |
Deck |
Reinforced Concrete Deck | sq. ft. | 17,007 | 0 | 13,314 | 3,693 | 0 |
Superstructure |
Steel Floor Beam | linear ft. | 842 | 412 | 430 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6,407 | 3,154 | 2,940 | 313 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 23,195 | 0 | 13,787 | 9,402 | 6 |
Wearing Surfaces | sq. ft. | 32,901 | 0 | 0 | 32,901 | 0 |
Substructure |
Reinforced Concrete Column | each | 16 | 6 | 8 | 2 | 0 |
Reinforced Concrete Abutment | linear ft. | 45 | 41 | 4 | 0 | 0 |
Reinforced Concrete Pier Cap | linear ft. | 98 | 85 | 13 | 0 | 0 |
Joints |
Open Joint | linear ft. | 24 | 0 | 23 | 1 | 0 |
Assembly without Seal Joint | linear ft. | 72 | 0 | 0 | 68 | 4 |
Bearings |
Elastomeric Bearing | each | 8 | 0 | 0 | 0 | 8 |
Movable Bearing | each | 6 | 2 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 2 | 0 | 4 | 0 |
Fixed Bearing | each | 6 | 2 | 4 | 0 | 0 |
Steel Protective Coating | sq. ft. | 6 | 2 | 2 | 2 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 2,786 | 2,707 | 60 | 19 | 0 |