| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
NBI report | SR-99 | CHALK CREEK | 300 NORTH IN FILLMORE | Concrete Frame | -- | 1934 | 1957 | 44.9 | 49.9 | Good | 32.4 | 0D 600 |
NBI report | COUNTY ROAD | CENTRAL UTAH CANAL | 2 MILES SW. OF LEAMINGTON | Wood Stringer/Multi-beam or girder | -- | 1935 | 2014 | 20.3 | 35.1 | Fair | 40.9 | 027005A |
NBI report | SR-125 | CENTRAL UTAH WATER CANAL | 1.3 MI.SO.of LEAMINGTON | Concrete Culvert (2 spans) | -- | 1955 | -- | 16.1 | 34.1 | Good | 45.9 | 0E1005 |
NBI report | SR-132 | SEVIER RIVER | 2.8 MILES EAST OF LYNNDYL | Concrete Frame (2 spans) | -- | 1958 | -- | 39.7 | 103.0 | Good | 85.0 | 0D 573 |
NBI report | ROAD | CHALK CREEK | 3 MI EAST OF FILLMORE | Wood Stringer/Multi-beam or girder | -- | 1958 | 2008 | 24.9 | 25.9 | Fair | 65.9 | 040801000001016 |
NBI report | COUNTY ROAD | SEVIER RIVER | 1.5 MILE EAST OF LYNNDYL | Prestressed Tee beam (2 spans) | -- | 1960 | -- | 21.7 | 44.0 | Fair | 64.7 | 027003F |
NBI report | 4000 W. COUNTY RD. | HIGHLINE CANAL | 600 S.4000 W., DELTA AREA | Prestressed Tee beam | -- | 1960 | 1992 | 23.0 | 25.3 | Fair | 83.7 | 027012F |
NBI report | 4000 WEST | ABRAHAM CANAL | 200 N. 4000 W., DELTA | Prestressed Tee beam | -- | 1960 | 1992 | 24.3 | 27.9 | Fair | 84.4 | 027015F |
NBI report | I-15 (SR-15)NB& | COVE CREEK | 1.9 MI.NO.COVE FORT INT. | Concrete Culvert (2 spans) | -- | 1964 | -- | 9.8 | 22.0 | Fair | 63.6 | 0E1376 |
NBI report | CHALK CREEK ROAD | S.F CHALK CR | 6 MI EAST OF FILLMORE | Steel Stringer/Multi-beam or girder | -- | 1965 | -- | 30.8 | 34.1 | Fair | 78.1 | 040801000001029 |
NBI report | CHALK CREEK ROAD | S. FK. CHALK CREEK | 6 MI EAST OF FILLMORE UT | Steel Stringer/Multi-beam or girder | -- | 1965 | -- | 30.5 | 31.5 | Fair | 76.1 | 040801000001028 |
NBI report | I-15 (SR-15) NBL | CO. RD. INTER X-ROAD | DOG VALLEY INTERCHANGE | Concrete Tee beam (3 spans) | -- | 1966 | -- | 35.4 | 91.2 | Fair | 94.0 | 1D 741 |
NBI report | I-70 (SR-70) EBL | I-15 (SR-15) NBL AND SBL | COVE FORT INTERCHANGE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 81.0 | 237.5 | Fair | 31.0 | 2C 467 |
NBI report | SR-161,INT.X-RD | I-15 (SR-15) NBL & S | NORTH COVE FORT INTERCHG | Concrete Tee beam (4 spans) | -- | 1966 | -- | 69.6 | 206.4 | Fair | 89.4 | 0D 745 |
NBI report | I-15 (SR-15) SBL | CO.RD.INTCHG.X-ROAD | DOG VALLEY INTERCHANGE | Concrete Tee beam (3 spans) | -- | 1966 | 1986 | 35.4 | 91.2 | Fair | 94.0 | 3D 741 |
NBI report | 200 SOUTH STREET | I-15 (SR-15) NBL & SBL | WEST SIDE OF FILLMORE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1972 | -- | 130.9 | 266.1 | Good | 94.9 | 0C 581 |
NBI report | I-15 (SR-15) NBL | SR-99, INTCHG. X-ROAD | NO.FILLMORE INTERCHANGE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1972 | -- | 85.0 | 170.6 | Fair | 98.0 | 1F 203 |
NBI report | I-15 (SR-15) NBL | SR-133, INTCHG. X-ROAD | MEADOW INTERCHANGE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1972 | -- | 86.0 | 182.8 | Good | 98.0 | 1F 259 |
NBI report | I-15 (SR-15) NBL | CO. RD. INTER X-ROAD | KANOSH INTERCHANGE | Concrete Box Beam or girders - Single or Spread | -- | 1972 | -- | 124.7 | 129.3 | Fair | 39.0 | 1P 4 |
NBI report | I-15 (SR-15) SBL | SR-99, INTCHG. X-ROAD | NORTH FILLMORE INTCHG. | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1972 | -- | 85.0 | 170.6 | Fair | 98.0 | 3F 203 |
NBI report | I-15 (SR-15) SBL | SR-133, INTCHG. X-ROAD | MEADOW INTERCHANGE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1972 | -- | 86.0 | 182.8 | Good | 98.0 | 3F 259 |
NBI report | I-15 (SR-15) SBL | CO. RD. INTER X-ROAD | KANOSH INTERCHANGE | Concrete Box Beam or girders - Single or Spread | -- | 1972 | -- | 125.7 | 129.3 | Fair | 39.0 | 3P 4 |
NBI report | I-15 (SR-15)NB&SB | CHALK CREEK | 0.5 MI.SO.NO.FILLMORE INT | Concrete Culvert (2 spans) | -- | 1972 | -- | 15.1 | 32.2 | Good | 89.3 | 0E1798 |
NBI report | I-15 (SR-15)NB&SB | CHALK CREEK OVERFLOW CH. | 0.4 MI.SO.NO.FILLMORE INT | Concrete Culvert (2 spans) | -- | 1972 | -- | 17.4 | 37.4 | Good | 72.4 | 0E1800 |
NBI report | SR-100 | I-15 (SR-15) NBL & SBL | WEST SIDE OF FILLMORE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1972 | -- | 121.1 | 246.1 | Good | 99.6 | 0C 445 |
NBI report | SR-99,INT.X-RD. | I-15 (SR-15) NBL & SBL | SO.FILLMORE INTERCHANGE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1972 | -- | 125.0 | 253.9 | Good | 98.2 | 0C 580 |
NBI report | 1500 N. COUNTY RD. | WILSON CANAL | 4450 W.1500 N.,DELTA AREA | Prestressed Tee beam | -- | 1973 | -- | 36.4 | 37.7 | Fair | 84.6 | 027022F |
NBI report | CO. RD. AT HATTON | I-15 (SR-15) NBL & SBL | 5.3 MI.SO.MEADOW INTERCHG | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1973 | -- | 119.4 | 319.2 | Good | 97.8 | 0C 366 |
NBI report | CO.RD.SO.OF MEADOW | I-15 (SR-15) NBL & SBL | 1.9 MI.SO.MEADOW INTERCHG | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1973 | -- | 129.3 | 342.5 | Good | 93.8 | 0C 435 |
NBI report | HORSE HOLLOW TRAIL | I-15 (SR-15) NBL & SBL | 1.8 MI SO KANOSH INTERCHG | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1973 | -- | 99.4 | 280.2 | Fair | 82.0 | 0F 220 |
NBI report | I-15 (SR-15) NBL | CO. RD., SOUTH OF HATTON | 4.6 MI.NO.KANOSH INTERCHG | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 82.4 | 192.3 | Fair | 97.4 | 1F 258 |
NBI report | I-15 (SR-15) NBL | CO. RD. WEST FROM MEADOW | 0.7 MI.SO.MEADOW INTERCHG | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 74.2 | 179.1 | Good | 97.4 | 1F 287 |
NBI report | I-15 (SR-15) SBL | CO. RD., W. FROM KANOSH | 4.6 MI.NO.KANOSH INTERCHG | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 82.4 | 192.3 | Fair | 97.4 | 3F 258 |
NBI report | I-15 (SR-15) SBL | CO. RD. WEST FROM MEADOW | 0.7 MI.SO.MEADOW INTERCHG | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 74.2 | 179.1 | Good | 97.4 | 3F 287 |
NBI report | I-70 (SR-70) EBL | SR-161, INTCHG. X-ROAD | SR-161 INT. AT COVE FORT | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 44.9 | 111.2 | Fair | 94.0 | 2F 193 |
NBI report | I-70 (SR-70) WBL | I-15 (SR-15) NBL & S | COVE FORT INTERCHANGE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1973 | -- | 81.0 | 237.5 | Fair | 93.8 | 4C 543 |
NBI report | US-6 (SR-6) | DELTA-MELVILLE IRR.CANAL | 5.2 MILES NE.OF DELTA | Concrete Culvert (2 spans) | -- | 1973 | -- | 18.0 | 38.4 | Good | 95.2 | 0E1934 |
NBI report | US-6 (SR-6) | UPRR & CITY STREET | WEST SIDE OF DELTA | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1973 | -- | 63.3 | 206.7 | Fair | 86.9 | 0F 297 |
NBI report | US-6 (SR-6) | SEVIER RIVER | 5.3 MILES NE. OF DELTA | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1973 | -- | 68.9 | 141.1 | Fair | 95.2 | 0F 341 |
NBI report | I-70 (SR-70) WBL | SR-161, INTCHG. X-ROAD | SR-161 INT. AT COVE FT. | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1973 | 1992 | 44.9 | 111.2 | Good | 94.0 | 4F 193 |
NBI report | SR-21 | TUNNEL SPRING MTNS. WASH | 28 MILES SE.OF GARRISON | Steel Culvert | -- | 1975 | -- | 22.0 | 22.0 | Good | 89.3 | 0V1360 |
NBI report | 200 SO.ST.-HOLDEN | I-15 (SR-15) NBL & S | EAST SIDE OF HOLDEN | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1976 | -- | 107.0 | 402.6 | Fair | 68.5 | 0F 334 |
NBI report | COUNTY ROAD | SEVIER RIVER | 1 MILE SOUTH OF LYNNDYL | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1976 | -- | 40.0 | 82.4 | Fair | 97.9 | 027007C |
NBI report | SR-64,INT.X-RD. | I-15 (SR-15) NBL & S | SOUTH HOLDEN INTERCHANGE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1976 | -- | 153.9 | 308.1 | Fair | 94.5 | 0P 15 |
NBI report | US-50 (SR-50) | I-15 (SR-15) NBL & S | NORTH HOLDEN INTERCHANGE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1976 | -- | 142.1 | 285.1 | Good | 96.8 | 0P 14 |
NBI report | WILD GOOSE RD.-CO. | I-15 (SR-15) NBL & S | 2.3 NO.OF SO. HOLDEN INT. | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1976 | -- | 149.0 | 296.9 | Good | 89.3 | 0C 626 |
NBI report | CO.RD.,INT.X-ROAD. | I-15 (SR-15) NBL & S | AT SCIPIO SUMMIT INTCHG. | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1978 | -- | 126.6 | 247.7 | Fair | 99.9 | 0C 642 |
NBI report | I-15 (SR-15) NBL | DEER CROSSING | 1 MILE SOUTH OF SCIPIO | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 29.9 | 75.1 | Fair | 96.7 | 1C 643 |
NBI report | I-15 (SR-15) NBL | COUNTY ROAD | 4.8 MI.NO.NO.HOLDEN INTER | Prestressed Stringer/Multi-beam or girder | -- | 1978 | -- | 80.1 | 82.4 | Fair | 94.7 | 1F 347 |
NBI report | I-15 (SR-15)NB&SB | SCIPIO VALLEY DRAINAGE | 0.2 MILES SOUTH OF SCIPIO | Concrete Culvert (2 spans) | -- | 1978 | -- | 9.8 | 22.0 | Fair | 65.0 | 0E1966 |
NBI report | I-15 (SR-15) SBL | DEER CROSSING | 1 MILE SOUTH OF SCIPIO | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1978 | 2012 | 29.9 | 75.1 | Good | 97.3 | 3C 643 |
NBI report | I-15 (SR-15) SBL | COUNTY ROAD | 4.8 MI.NO.NO.HOLDEN INT. | Prestressed Stringer/Multi-beam or girder | -- | 1978 | 2012 | 80.1 | 82.4 | Fair | 92.0 | 3F 347 |
NBI report | CNTY.ROAD,FA.#1948 | WOODROW CANAL | 1600 N.JONES RD.,NO.DELTA | Prestressed Tee beam | -- | 1984 | -- | 37.7 | 39.7 | Fair | 84.1 | 027002F |
NBI report | 2500 SOUTH ROAD-CO | SEVIER RIVER | 2550 W. 2500 S., DELTA | Prestressed Stringer/Multi-beam or girder | -- | 1985 | -- | 53.5 | 58.1 | Fair | 86.0 | 027001F |
NBI report | CNTY.ROAD,FA.#1948 | SEVIER RIVER | 1 MILE NORTHWEST of DELTA | Prestressed Stringer/Multi-beam or girder | -- | 1985 | -- | 79.1 | 81.0 | Good | 88.8 | 027011F |
NBI report | COUNTY ROAD | GUNNISON BEND DAM SPL | 2 MILES WEST OF DELTA | Prestressed Tee beam (4 spans) | -- | 1985 | -- | 44.9 | 180.1 | Fair | 87.0 | 027024F |
NBI report | SR-257 | SEVIER RIVER | IN TOWN OF DESERET | Prestressed Stringer/Multi-beam or girder | -- | 1985 | -- | 118.1 | 120.4 | Good | 81.0 | 0F 521 |
NBI report | US-50 (SR-50) | I-15 (SR-15) NBL & SBL | AT SCIPIO INTERCHANGE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1985 | -- | 142.4 | 287.4 | Fair | 82.7 | 0C 731 |
NBI report | 2000 W. ROAD-CO | WOODROW CANAL | 2400 N.2000 W.DELTA AREA | Steel Culvert (2 spans) | -- | 1985 | 1999 | 11.2 | 25.3 | Fair | 99.0 | 027023V |
NBI report | I-15 (SR-15)NB&SB | COUNTY ROAD | 3.5 MILES NORTH of SCIPIO | Concrete Culvert | -- | 1987 | -- | 25.9 | 28.5 | Good | 74.3 | 0E2204 |
NBI report | SR-100 | CHALK CREEK | 50 WEST 400 NO. FILLMORE | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 42.7 | 45.3 | Fair | 97.7 | 0C 749 |
NBI report | COUNTY ROAD | SCIPIO LAKE DAM SPILLWAY | WEST END OF SCIPIO LK.DAM | Concrete Culvert | -- | 1989 | -- | 20.0 | 22.0 | Good | 80.7 | 027025E |
NBI report | 3000 W. COUNTY RD | ABRAHAM CANAL | 50 S. 3000 W., DELTA | Prestressed Stringer/Multi-beam or girder | -- | 1993 | -- | 80.1 | 82.4 | Good | 99.9 | 027013F |
NBI report | COUNTY ROAD | CENTRAL UTAH CANAL | 1 MILE SE. OF LEAMINGTON | Concrete Culvert (2 spans) | -- | 1996 | -- | 19.4 | 42.0 | Good | 74.7 | 027004E |
NBI report | COUNTY ROAD | SEVIER RIVER | NORTH SIDE OF LEAMINGTON | Prestressed Stringer/Multi-beam or girder | -- | 1996 | -- | 101.7 | 104.7 | Good | 98.3 | 027010F |
NBI report | COUNTY ROAD | D.M.A.D. RESERVOIR CANAL | 50 W.SHEPARD LN.,(750 N.) | Concrete Culvert | -- | 1996 | -- | 22.6 | 25.6 | Good | 93.8 | 027026E |
NBI report | US-6, (SR-6) | DESERET CANAL | 3.3 Miles West of Delta | Concrete Culvert (2 spans) | -- | 2005 | -- | 14.1 | 30.8 | Good | 99.0 | 0E2548 |
NBI report | US-6, (SR-6) | SEVIER RIVER | 3.0 Miles West of Delta | Prestressed Stringer/Multi-beam or girder | -- | 2005 | -- | 116.1 | 119.8 | Good | 98.7 | 0F 735 |
NBI report | ROAD | OAK CREEK | 4 MI EAST OF OAK CITY | Wood Other | -- | 2009 | -- | 23.0 | 24.0 | Good | 75.6 | 040801000020809 |
NBI report | I-70 (SR-70) WBL | WILDLIFE CROSSING | 5 Miles east of Cove Fort | Concrete Culvert | -- | 2010 | -- | 47.9 | 49.5 | Good | 85.5 | 4V2108 |
NBI report | I-70EB, (SR-70) | WILDLIFE CROSSING | 5 Miles East of Cove Fort | Concrete Culvert | -- | 2010 | -- | 47.9 | 49.5 | Good | 85.5 | 2V2108 |