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Oneida County
| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
NBI report | SH 36 | I 15;DEEP CR;SH 36 IC | 3.9 N. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | NR possible | 1964 | -- | 46.9 | 220.2 | Fair | 85.9 | 000000000014095 |
NBI report | I 84 EBL | JUNIPER ROAD IC | 17.7 E. SUBLETT | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 39.0 | 120.1 | Fair | 94.0 | 000000000016520 |
NBI report | I 84 EBL | JUNIPER ROAD GS 5 | 21.3 E. SUBLETT | Concrete Frame | -- | 1968 | -- | 34.1 | 34.1 | Fair | 93.6 | 000000000016535 |
NBI report | I 84 EBL | DRAIN | 22.1 E. SUBLETT | Concrete Frame | -- | 1968 | -- | 29.9 | 30.8 | Fair | 86.5 | 000000000016545 |
NBI report | I 84 EBL | COUNTY ROAD GS 6 | 25.8 E. SUBLETT | Concrete Frame | -- | 1968 | -- | 27.9 | 27.9 | Fair | 93.6 | 000000000016560 |
NBI report | I 84 WBL | JUNIPER ROAD IC | 17.7 E. SUBLETT | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 39.0 | 120.1 | Fair | 93.6 | 000000000016525 |
NBI report | I 84 WBL | JUNIPER ROAD GS 5 | 21.3 E. SUBLETT | Concrete Frame | -- | 1968 | -- | 34.1 | 34.1 | Fair | 93.6 | 000000000016530 |
NBI report | I 84 WBL | DRAIN | 22.1 E. SUBLETT | Concrete Frame | -- | 1968 | -- | 27.9 | 27.9 | Fair | 86.5 | 000000000016540 |
NBI report | I 84 WBL | COUNTY ROAD GS 6 | 25.8 E. SUBLETT | Concrete Frame | -- | 1968 | -- | 27.9 | 27.9 | Fair | 93.6 | 000000000016565 |
NBI report | SUMMIT RD. | I 15 NB-SB;SUMMIT RD.GS | 11.7 N. MALAD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1971 | -- | 124.0 | 304.1 | Poor | 45.3 | 000000000023425 |
NBI report | I 15 NBL | COLTON LANE RD.IC | 8.8 N. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1971 | 1987 | 44.0 | 127.0 | Fair | 88.8 | 000000000011025 |
NBI report | I 15 NBL | BISSELL LANE RD.GS | 10.3 N. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1971 | 1987 | 41.0 | 126.0 | Fair | 94.5 | 000000000011035 |
NBI report | I 15 SBL | COLTON LANE RD.IC | 8.8 N. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1971 | 1988 | 44.0 | 127.0 | Fair | 88.8 | 000000000011030 |
NBI report | I 15 SBL | BISSELL LANE RD.GS | 10.3 N. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1971 | 1988 | 41.0 | 126.0 | Fair | 94.5 | 000000000011040 |
NBI report | I 15 NBL | STC 1702;WOODRUFF RD.IC | 10.3 S. MALAD | Prestressed Box beam or girders - Multiple | -- | 1975 | -- | 134.8 | 136.2 | Fair | 97.0 | 000000000010955 |
NBI report | I 15 NBL | SAMARIA ROAD GS | 6.8 S. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 60.0 | 112.9 | Fair | 96.5 | 000000000010970 |
NBI report | I 15 NBL | TWO MILE RD.GS | 1.5 S. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 60.0 | 122.1 | Fair | 96.8 | 000000000010990 |
NBI report | I 15 NBL | SH 38;MALAD CITY IC | AT MALAD | Concrete Box Beam or girders - Single or Spread | -- | 1975 | -- | 129.9 | 130.9 | Fair | 87.0 | 000000000011000 |
NBI report | I 15 NBL & SBL | FOUR MILE CREEK RD GS | 4.3 S. MALAD | Concrete Frame | -- | 1975 | -- | 20.0 | 20.0 | Fair | 86.9 | 000000000010980 |
NBI report | I 15 SBL | STC 1702;WOODRUFF RD.IC | 10.3 S. MALAD | Prestressed Box beam or girders - Multiple | -- | 1975 | -- | 134.8 | 136.2 | Fair | 97.0 | 000000000010965 |
NBI report | I 15 SBL | SAMARIA ROAD GS | 6.8 S. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 60.0 | 112.9 | Fair | 95.2 | 000000000010975 |
NBI report | I 15 SBL | TWO MILE RD.GS | 1.5 S. MALAD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 60.0 | 122.1 | Fair | 96.8 | 000000000010995 |
NBI report | I 15 SBL | SH 38;MALAD CITY IC | AT MALAD | Concrete Box Beam or girders - Single or Spread | -- | 1975 | -- | 129.9 | 130.9 | Fair | 87.0 | 000000000011005 |
NBI report | STC 1702;SAMARIA | MALAD RIVER;E.SAMARIA BR | 2.2 S. 4.3 E. SAMARIA | Prestressed Frame | -- | 1990 | -- | 24.0 | 24.0 | Fair | 56.8 | 000000000019085 |