Bridges of Louisville, Kentucky
| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | I-264 | VERMONT AVE | I-264 OVER VERMONT AVE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 63.0 | 66.9 | Good | 96.2 | 056B00468N |
| NBI report | I-264 | RIVER PARK DR | I-264 OVER RIVER PARK DR | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 65.9 | 70.5 | Good | 95.2 | 056B00469N |
| NBI report | I-264 | W BROADWAY | .8 MI W - VIRGINIA AVE OP | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 96.8 | 101.1 | Fair | 92.3 | 056B00470N |
| NBI report | I-264 | 34TH ST | .5 MI W OF VIRGINIA AVE | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 81.0 | 88.9 | Good | 92.3 | 056B00471N |
| NBI report | I-264 | GARLAND AVE | 1.5 MI N ALGONQUIN PKWY | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 85.6 | 91.5 | Good | 92.3 | 056B00472N |
| NBI report | I-264 | GREENWOOD AVE | 1.3 MI N ALGONQUIN PKWY | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 69.9 | 75.1 | Fair | 87.0 | 056B00473N |
| NBI report | I-264 | VIRGINIA AVE | 1.1 MI N ALGONQUIN PKWY | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2003 | -- | 82.0 | 190.0 | Good | 91.6 | 056B00474N |
| NBI report | I-264 | DUMESNIL ST | 0.9 MI N ALGONQUIN PKWY | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2003 | -- | 84.0 | 162.4 | Fair | 90.6 | 056B00475N |
| NBI report | I-264 | GIBSON ST, SOUTHERN RR | 0.5 MI E OF DUMESNIL STR | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2003 | -- | 86.0 | 278.9 | Fair | 78.6 | 056B00476N |
| NBI report | I-264 | ALGONQUIN PKWY | I-264 OVER ALGONQUIN PKWY | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 91.2 | 93.8 | Fair | 91.6 | 056B00477N |
| NBI report | I-264 | BELLS LN | 3.5 MI W OF US 31W | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 95.5 | 100.1 | Fair | 91.2 | 056B00478N |
| NBI report | I-264 | RALPH AVE | 0.2 MI W OF KY 1931 | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 78.7 | 83.3 | Good | 94.6 | 056B00479N |
| NBI report | I-264 | CANE RUN RD | 2.3 MI W OF US 31W | Prestressed Stringer/Multi-beam or girder | -- | 2003 | -- | 124.0 | 130.6 | Fair | 91.0 | 056B00480N |
| NBI report | I-264 | 34TH ST, DUNCAN ST | 0.5 MI E OF BANK ST | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2004 | -- | 140.1 | 362.6 | Good | 94.4 | 056B00465N |
| NBI report | I-264 | MARKET ST (US 31E) | I-264 OVER MARKET ST | Prestressed Box Beam or girders - Single or Spread | -- | 2004 | -- | 64.0 | 66.3 | Good | 92.3 | 056B00466N |
| NBI report | I-264 | MUHAMMAD ALI BLVD | I-264 OVER MUHAMMAD ALI B | Prestressed Stringer/Multi-beam or girder | -- | 2004 | -- | 64.0 | 67.9 | Good | 94.4 | 056B00467N |