| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | SH 330 ML | BIG CREEK | 3 MI W OF COLLBRAN | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1918 | 1951 | 16.1 | 35.1 | Fair | 64.1 | H-04-G |
| NBI report | SH 139 ML | HIGHLINE CANAL | 5.7 MI N JCT I70-A | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1930 | 1976 | 20.0 | 43.0 | Fair | 66.5 | G-01-D |
| NBI report Bridgehunter | COUNTY ROAD M.80 | WEST SALT WASH | 1.5 MI NW OF CR 8 | Steel Stringer/Multi-beam or girder (6 spans) | NR eligible | 1931 | -- | 57.1 | 363.9 | Poor | 68.0 | MESA-Q-6.8 |
| NBI report | US 50 ML | DEER CREEK | 10.6 MI SE OF JCT SH 141 | Concrete Culvert (2 spans) | -- | 1933 | -- | 9.8 | 21.0 | Fair | 66.2 | I-03-C |
| NBI report | US 50 ML | KING CREEK | 1.5 MI NW OF DELTA/MESA C | Concrete Slab | -- | 1933 | 2002 | 20.0 | 22.3 | Fair | 92.7 | I-03-F_MINOR |
| NBI report | COUNTY ROAD G.8 | COLORADO RIVER | JUST S OF US 6 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1937 | -- | 91.2 | 389.1 | Fair | 70.3 | MESA-G.8-39.1 |
| NBI report Bridgehunter | US 6 ML | COLORADO RIVER | 1 MI E. OF DEBEQUE | Steel Truss - Thru (2 spans) | NR listed | 1945 | -- | 203.4 | 407.2 | Fair | 72.8 | G-04-A |
| NBI report | US 6 ML | Colorado N. Channel | 10.9 MI W. OF PARACHUTE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1945 | 1957 | 40.0 | 168.0 | Fair | 75.4 | G-04-D |
| NBI report Bridgehunter | US 6 ML | COLORADO RIVER | IN PALISADE | Steel Stringer/Multi-beam or girder (5 spans) | NR eligible | 1949 | -- | 104.0 | 483.9 | Fair | 65.5 | H-03-E |
| NBI report | COUNTY ROAD 31 | GRAND VALLEY CANAL | .2 MI N OF RD E | Steel Stringer/Multi-beam or girder | -- | 1949 | 1990 | 31.2 | 34.1 | Fair | 55.5 | MESA-31-E.2 |
| NBI report | COUNTY ROAD 21 | ADOBE CREEK | .7 MI N OF RD K | Concrete Culvert | -- | 1950 | -- | 28.5 | 28.5 | Fair | 85.9 | MESA-21-K.7 |
| NBI report | COUNTY ROAD 22 | GRAND VALLEY CANAL | 0.9 MILES N OF RD J | Steel Stringer/Multi-beam or girder | -- | 1950 | -- | 20.3 | 23.3 | Poor | 47.5 | MESA-22-J.9 |
| NBI report | COUNTY ROAD G.7 | PRICE DITCH | .1 MI E OF RD 36.30 | Concrete Culvert | -- | 1950 | -- | 26.6 | 26.6 | Good | 81.5 | MESA-G.7-36.4 |
| NBI report | SH 340 ML | BUFFALO CANYON CREEK | 7.5 MI E OF JCT US 6 FRUI | Concrete Culvert | -- | 1950 | -- | 26.9 | 26.9 | Good | 98.6 | H-02-BW |
| NBI report | SH 340 ML | COLUMBUS CANYON | 10.5 MI E OF JCT US 6 FRU | Concrete Culvert | -- | 1950 | -- | 21.3 | 21.3 | Good | 95.5 | H-02-EF |
| NBI report | SH 340 ML EBND | REDLANDS POWER CANAL | W. EDGE OF GRAND JUNCTION | Steel Stringer/Multi-beam or girder | NR possible | 1950 | -- | 55.8 | 60.0 | Fair | 59.0 | H-02-R |
| NBI report | SH 340 ML EBND | COLORADO RIVER | 0.8 MI W OF JCT I 70 BUS | Steel Girder and floorbeam system (9 spans) | NR eligible | 1950 | -- | 104.0 | 861.3 | Fair | 72.3 | H-02-S |
| NBI report | COUNTY ROAD N.5 | PLATEAU CREEK | PLATEAU CREEK AT VEGA RES | Steel Stringer/Multi-beam or girder | -- | 1950 | 1990 | 30.5 | 32.5 | Fair | 81.1 | MESA-N.5-68.4A |
| NBI report | US 6 ML | WARSON CREEK | 1 MI E OF PALISADE | Concrete Culvert (2 spans) | -- | 1951 | -- | 13.8 | 28.9 | Good | 96.9 | H-03-R |
| NBI report | I 70 ML | DRAW | 0.2 MI. W. OF MESA/GARFIE | Concrete Culvert (2 spans) | -- | 1951 | 1981 | 11.2 | 24.0 | Good | 82.2 | G-04-H |
| NBI report | SH 141 ML | GIBBLE GULCH | 33.6 MI NE OF GATEWAY | Concrete Tee beam (4 spans) | -- | 1953 | -- | 23.0 | 92.5 | Fair | 64.8 | I-02-B |
| NBI report | SH 141 ML | EAST CREEK | 31.9 MI NE OF GATEWAY | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1953 | -- | 23.0 | 69.6 | Fair | 64.8 | I-02-K |
| NBI report | SH 141 ML | EAST CREEK | 1.3 MI S OF WHITEWATER | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1953 | -- | 49.9 | 108.9 | Fair | 61.8 | I-03-K |
| NBI report | SH 330 ML | PLATEAU CREEK | 3.5 MI W OF COLLBRAN | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1954 | -- | 65.0 | 101.1 | Fair | 63.0 | H-04-E |
| NBI report | SH 141 ML | JOHN BROWN CREEK | .5 MI S OF GATEWAY | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1955 | 1961 | 16.4 | 42.0 | Good | 91.4 | J-01-D |
| NBI report | COUNTY ROAD 23 | GRAND VALLEY CANAL | .9 MI N OF RD I | Concrete Tee beam | -- | 1955 | 1970 | 23.6 | 26.6 | Fair | 85.6 | MESA-23-I.9 |
| NBI report | COUNTY ROAD J | GRAND VALLEY CANAL | .7 MI E OF RD 22 | Concrete Tee beam | -- | 1955 | 1970 | 24.9 | 26.9 | Fair | 77.0 | MESA-J-22.7 |
| NBI report | I 70 BUSINESS RT | GRAND VALLEY CANAL | 2 MI E OF GRAND JUNCTION | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1956 | 1974 | 55.1 | 151.3 | Fair | 72.3 | H-03-X |
| NBI report | I 70 BUSINESS RT | LEWIS WASH | 2.5 MI E OF GRAND JUNCTIO | Concrete Slab (3 spans) | -- | 1956 | 1974 | 21.0 | 67.3 | Fair | 75.5 | H-03-Z |
| NBI report | ELM AVENUE | INDIAN WASH | JUST W OF RD 28 | Prestressed Tee beam | -- | 1957 | -- | 20.3 | 24.3 | Fair | 87.2 | GRJ-E.25-27.99 |
| NBI report | SH 141 ML | DOLORES RIVER | 15.1 MI NW OF MESA-MONTRO | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1957 | -- | 63.7 | 235.6 | Fair | 53.0 | J-01-C |
| NBI report | I70 BUS. RT WBND | US 6 EBND | IN GRAND JUNCTION | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1957 | 1984 | 61.0 | 164.7 | Good | 85.1 | H-02-J |
| NBI report | RAMP (WB) TO SH 65 | PLATEAU CREEK R | 0.1 MI E OF JCT SH 65 ML | Concrete Tee beam (3 spans) | -- | 1958 | -- | 98.1 | 248.0 | Fair | 84.2 | H-03-S |
| NBI report | SH 141 ML | NORTH LOBE CREEK | 15.0 MI N OF GATEWAY | Concrete Stringer/Multi-beam or girder | -- | 1958 | -- | 40.0 | 41.0 | Good | 76.1 | I-01-M |
| NBI report | SH 141 ML | EAST CREEK | 14 MI SW OF WHITEWATER | Steel Culvert (2 spans) | -- | 1958 | -- | 16.1 | 35.1 | Fair | 85.9 | I-02-D |
| NBI report | SH 141 ML | GUNNISON RIVER | WHITEWATER | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1958 | -- | 66.9 | 312.7 | Fair | 64.1 | I-03-A |
| NBI report | COUNTY ROAD | US 50 ML | 2.4 MI. E. OF I-70 WBND B | Concrete Tee beam (4 spans) | -- | 1959 | -- | 63.0 | 222.8 | Fair | 64.1 | H-02-T |
| NBI report | SH 141 ML | SALT CANYON | 10 MI SW OF GATEWAY | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1959 | -- | 29.9 | 94.2 | Good | 86.8 | J-01-E |
| NBI report | I 70 ML | DRAW | 7.2 MI E OF JCT SH 65 ML | Concrete Culvert (2 spans) | -- | 1959 | 1987 | 9.8 | 21.0 | Good | 71.2 | H-03-J |
| NBI report | COUNTY ROAD 24 | GRAND VALLEY CANAL | .8 MI N OF RD H | Steel Stringer/Multi-beam or girder | -- | 1959 | 1990 | 20.3 | 24.0 | Fair | 73.8 | MESA-24-H.8 |
| NBI report | SH 141 ML | DRAW | 6.5 MI S. OF GATEWAY | Concrete Culvert (2 spans) | -- | 1960 | -- | 14.1 | 28.9 | Good | 89.4 | J-01-F |
| NBI report | COUNTY ROAD 34 | GOVT. HIGHLINE CANAL | .9 MI N OF RD F | Steel Stringer/Multi-beam or girder | -- | 1960 | 1985 | 42.3 | 44.6 | Poor | 40.8 | MESA-34-F.9A |
| NBI report | 26 Road | GRAND VALLEY CANAL | .1 MI N OF RD G | Steel Stringer/Multi-beam or girder | -- | 1960 | 1990 | 30.8 | 34.1 | Fair | 72.9 | GRJ-26-G.1 |
| NBI report | COUNTY ROAD H | GRAND VALLEY CANAL | .1 MI E OF RD 24 | Concrete Slab | -- | 1962 | -- | 22.0 | 24.9 | Fair | 86.1 | MESA-H-24.1 |
| NBI report | SH 141 ML | WEST CREEK | 8.9 MI N OF GATEWAY | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1962 | -- | 47.9 | 149.3 | Good | 75.4 | I-01-C |
| NBI report | SH 340 ML | MONUMENT CANYON CREEK | 5.4 MI E OF JCT US 6 FRUI | Wood Stringer/Multi-beam or girder (2 spans) | -- | 1962 | -- | 19.7 | 42.0 | Fair | 80.5 | H-02-EA |
| NBI report | I 70 ML | US 6 ML, COLORADO RIVER | 3.0 MI E OF PALISADE | Steel Stringer/Multi-beam or girder (11 spans) | -- | 1962 | 1985 | 149.9 | 1127.4 | Poor | 41.8 | H-03-AY |
| NBI report | COUNTY ROAD 45 | COLORADO RIVER | .3 MI N OF I-70 (DEBEQUE) | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1962 | 2008 | 121.4 | 418.0 | Fair | 90.4 | MESA-V.5-45.3A |
| NBI report | COUNTY ROAD 33 | I 70 ML | 12 MI W OF JCT SH 65 ML | Concrete Tee beam (4 spans) | -- | 1963 | -- | 77.1 | 272.3 | Good | 74.7 | H-03-BE |
| NBI report | CR 37.3/ELBERTA AV | GOVT. HIGHLINE CANAL | JUST S OF RD H | Concrete Tee beam | -- | 1963 | -- | 40.0 | 72.2 | Fair | 78.4 | MESA-37.3-G.68 |
| NBI report | I 70 BUSINESS EBND | HIGHLINE CANAL | JUST S OF I70 CLIFTON INT | Concrete Tee beam (3 spans) | -- | 1963 | -- | 49.2 | 90.9 | Fair | 67.6 | H-03-BG |
| NBI report | I 70 ML | RAPID CREEK | 0.4 MI E OF JCT US 6 ML | Concrete Culvert (2 spans) | -- | 1963 | -- | 12.1 | 24.9 | Fair | 70.0 | H-03-G |
| NBI report | I 70 ML EBND | COUNTY ROAD 37.5 | 16.6 MI E OF JCT US 6 ML | Concrete Tee beam (3 spans) | -- | 1963 | -- | 49.9 | 127.3 | Fair | 87.0 | H-03-BC |
| NBI report | I 70 ML WBND | COUNTY ROAD 37.5 | 7.5 MI W OF JCT SH 65 | Concrete Tee beam (3 spans) | -- | 1963 | -- | 50.2 | 128.6 | Fair | 98.0 | H-03-BB |
| NBI report | SH 141 ML | WEST CREEK | 4.8 MI NE OF GATEWAY | Concrete Stringer/Multi-beam or girder (3 spans) | -- | 1963 | -- | 29.9 | 94.8 | Fair | 86.1 | J-01-A |
| NBI report | I 70 ML EBND | I 70 FRONTAGE ROAD | 1.3 MI E OF JCT US 6 ML | Concrete Tee beam (3 spans) | -- | 1963 | 1986 | 44.0 | 111.9 | Fair | 93.9 | H-03-BY |
| NBI report | I 70 ML WBND | I 70 FRONTAGE ROAD | 12.6 MI W OF JCT SH 65 ML | Concrete Tee beam (3 spans) | -- | 1963 | 1986 | 44.0 | 111.9 | Fair | 94.9 | H-03-BZ |
| NBI report | COUNTY ROAD 29 | I 70 ML | 3.5 MI W / GJ I-70 BUS RT | Concrete Tee beam (4 spans) | -- | 1964 | -- | 65.3 | 212.0 | Good | 70.0 | H-02-O |
| NBI report | I 70 ML | INDIAN WASH | 7.2 MI E OF JCT US 6 ML | Concrete Culvert (2 spans) | -- | 1964 | -- | 9.8 | 23.0 | Fair | 71.1 | H-02-EP |
| NBI report | I 70 ML | LEWIS GULCH | 9.6 MI E OF JCT US 6 ML | Concrete Culvert (2 spans) | -- | 1964 | -- | 9.8 | 21.0 | Fair | 59.0 | H-03-BF |
| NBI report | I 70 BUS ROUTE | I 70 ML | CLIFTON INTERCHANGE | Concrete Tee beam (4 spans) | -- | 1964 | 1978 | 74.2 | 234.3 | Fair | 87.5 | H-03-BD |
| NBI report | COUNTY ROAD 20 | LITTLE SALT WASH | .7 MI N OF COUNTY ROAD L | Concrete Culvert | -- | 1965 | -- | 39.4 | 39.4 | Fair | 85.8 | MESA-20-L.7 |
| NBI report | COUNTY ROAD 23 | I 70 ML | 1.3 MI E OF JCT US 6 ML | Concrete Tee beam (4 spans) | -- | 1965 | -- | 54.1 | 190.0 | Good | 83.7 | H-02-Q |
| NBI report | COUNTY ROAD 24.5 | I 70 ML | 3.3 MI W / HORIZON DRIVE | Concrete Tee beam (4 spans) | -- | 1965 | -- | 54.1 | 190.0 | Good | 66.1 | H-02-EN |
| NBI report | COUNTY ROAD 25 | I 70 ML | 3.3 MI E OF JCT US 6 ML | Concrete Tee beam (4 spans) | -- | 1965 | -- | 54.1 | 190.0 | Fair | 71.8 | H-02-DS |
| NBI report | COUNTY ROAD 26 | I 70 ML | 1.8 MI W OF HORIZON DRIVE | Concrete Tee beam (4 spans) | -- | 1965 | -- | 54.1 | 191.9 | Good | 66.0 | H-02-EZ |
| NBI report | COUNTY ROAD 26.5 | I 70 ML | 1.27 MI W / HORIZON DRIVE | Concrete Tee beam (4 spans) | -- | 1965 | -- | 58.1 | 205.1 | Fair | 65.3 | H-02-EM |
| NBI report | COUNTY ROAD 27 | I 70 ML | 0.8 MI W OF HORIZON DRIVE | Concrete Tee beam (4 spans) | -- | 1965 | -- | 54.1 | 190.0 | Fair | 71.6 | H-02-ET |
| NBI report | FDR 814 | W DIVIDE CR | CAYTON GUARD STATION | Wood Stringer/Multi-beam or girder | -- | 1965 | -- | 28.5 | 29.9 | Fair | 50.2 | 021508000001037 |
| NBI report | HORIZON DRIVE | GRAND VALLEY CANAL | .3 MI E OF RD 26.50 | Steel Stringer/Multi-beam or girder | -- | 1965 | -- | 21.7 | 24.6 | Fair | 76.2 | GRJ-F.4-26.7 |
| NBI report | I 70 BUSINESS WBND | HIGHLINE CANAL | JUST S. OF I70 CLIFTON IN | Concrete Tee beam (3 spans) | -- | 1965 | -- | 49.9 | 90.6 | Fair | 71.5 | H-03-BI |
| NBI report | I 70 FRONTAGE RD | GRAND VALLEY CANAL SR | 2.2 MI W / HORIZON DRIVE | Concrete Tee beam (3 spans) | -- | 1965 | -- | 28.9 | 67.3 | Good | 80.9 | H-02-EQ |
| NBI report | I 70 ML EBND | GRAND VALLEY CANAL | 2.2 MI W OF HORIZON DRIVE | Concrete Tee beam (3 spans) | -- | 1965 | -- | 28.9 | 65.3 | Fair | 95.4 | H-02-ES |
| NBI report | I 70 ML EBND | HIGHLINE CANAL | 0.2 MI E of HORIZON DR. | Concrete Tee beam | -- | 1965 | -- | 55.4 | 80.7 | Fair | 91.5 | H-02-EW |
| NBI report | I 70 ML EBND | HORIZON DRIVE | E GRAND JUNCT. INTCHNG | Concrete Tee beam (4 spans) | -- | 1965 | -- | 49.9 | 185.0 | Fair | 75.0 | H-02-EY |
| NBI report | I 70 ML WBND | GRAND VALLEY CANAL | 2.2 MI W OF HORIZON DRIVE | Concrete Tee beam (3 spans) | -- | 1965 | -- | 28.9 | 65.6 | Good | 95.4 | H-02-ER |
| NBI report | I 70 ML WBND | HIGHLINE CANAL | 0.2 MI E OF HORIZON DRIVE | Concrete Tee beam | -- | 1965 | -- | 55.4 | 80.7 | Fair | 95.5 | H-02-EV |
| NBI report | I 70 ML WBND | HORIZON DRIVE | E. EXIT OF GRAND JCT. | Concrete Tee beam (4 spans) | -- | 1965 | -- | 49.9 | 185.0 | Good | 76.0 | H-02-EX |
| NBI report | SH 65 ML | PLATEAU CREEK | 0.8 MI S OF JCT I 70 | Concrete Tee beam (4 spans) | -- | 1965 | -- | 44.9 | 187.3 | Fair | 84.1 | H-03-BJ |
| NBI report | I 70 ML | PLATEAU CREEK | 0.1 MI E OF JCT SH 65 ML | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1965 | 1986 | 47.6 | 146.3 | Fair | 90.2 | H-03-L |
| NBI report | PARK ACCESS ROAD | I 70 ML AR | CAMEO TRUCK STOP | Concrete Tee beam (4 spans) | -- | 1965 | 1986 | 51.8 | 200.1 | Fair | 79.5 | H-03-AZ |
| NBI report | US 50 ML EBND | COLORADO RIVER | SO. END OF GR JUNCT. | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1965 | 2008 | 100.1 | 704.1 | Fair | 74.3 | H-02-CA |
| NBI report | COUNTY ROAD 32.5 | GRAND VALLEY CANAL | .1 MI N OF RD E | Steel Stringer/Multi-beam or girder | -- | 1966 | -- | 30.2 | 32.8 | Fair | 64.3 | MESA-32.5-E.1 |
| NBI report | COUNTY ROAD 35 | GRAND VALLEY CANAL | ROAD F | Steel Stringer/Multi-beam or girder | -- | 1966 | -- | 42.7 | 45.6 | Fair | 65.0 | MESA-35-F.01 |
| NBI report | COUNTY ROAD 33.75 | GRAND VALLEY CANAL | 0.25 MI N OF RD E.25 | Steel Stringer/Multi-beam or girder | -- | 1967 | -- | 36.7 | 40.0 | Fair | 81.2 | MESA-33.75-E.5 |
| NBI report | COUNTY ROAD 36.25 | GRAND VALLEY CANAL | .5 MI S OF US 6 | Prestressed Tee beam | -- | 1968 | -- | 39.7 | 42.0 | Fair | 45.3 | MESA-36.25-F.5 |
| NBI report | SH 141 ML | COLORADO RIVER | S EDGE OF CLIFTON | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1968 | -- | 95.5 | 290.4 | Poor | 74.8 | H-03-BL |
| NBI report | I 70 BUSINESS RT | LEACH CREEK | GRAND JCT/REDLANDS PRKY | Prestressed Stringer/Multi-beam or girder | -- | 1968 | 1983 | 60.0 | 65.9 | Good | 93.9 | H-02-B |
| NBI report | COUNTY ROAD 20 | I 70 ML | 3.5 Mi W of FRUITA | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1969 | -- | 100.1 | 195.9 | Fair | 86.4 | H-02-FF |
| NBI report | I 70 FRONTAGE RD | ADOBE CREEK SR | 2.5 MI E OF FRUITA INT | Steel Stringer/Multi-beam or girder | -- | 1969 | -- | 89.9 | 93.5 | Poor | 77.4 | H-02-FI |
| NBI report | I 70 ML EBND | HUNTER WASH | 4.5 MI E. OF FRUITA | Steel Stringer/Multi-beam or girder | -- | 1969 | -- | 66.6 | 69.9 | Fair | 95.4 | H-02-FE |
| NBI report | I 70 ML EBND | ADOBE CREEK | 2.5 MI W OF FRUITA INT. | Steel Stringer/Multi-beam or girder | -- | 1969 | -- | 89.9 | 93.5 | Fair | 97.6 | H-02-FH |
| NBI report | I 70 ML EBND | CO RD, UP RR | 0.3 MI W OF GRAND JUNCTN | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1969 | -- | 55.1 | 257.6 | Fair | 71.9 | H-02-FR |
| NBI report | I 70 ML EBND | PERSIGO WASH | 5.3 MI E OF FRUITA INTRCH | Concrete Culvert (2 spans) | -- | 1969 | -- | 14.1 | 29.9 | Fair | 97.6 | H-02-FS |
| NBI report | I 70 ML EBND | US 6 ML | W END OF GRAND JUNCTION | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1969 | -- | 87.9 | 179.5 | Good | 85.0 | H-02-FW |
| NBI report | I 70 ML WBND | HUNTER WASH | 4.5 MI E OF JCT SH 340 | Steel Stringer/Multi-beam or girder | -- | 1969 | -- | 66.3 | 69.9 | Fair | 97.4 | H-02-FD |
| NBI report | I 70 ML WBND | ADOBE CREEK | 2.5 MI E OF JCT SH 340 | Steel Stringer/Multi-beam or girder | -- | 1969 | -- | 89.9 | 93.5 | Fair | 97.6 | H-02-FG |
| NBI report | I 70 ML WBND | CO RD, UP RR | 0.3 MI W OF US 6 ML | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1969 | -- | 55.1 | 257.6 | Fair | 72.9 | H-02-FQ |
| NBI report | I 70 ML WBND | PERSIGO WASH | 0.8 MI W OF JCT US 6 ML | Concrete Culvert (2 spans) | -- | 1969 | -- | 13.5 | 28.2 | Fair | 97.6 | H-02-FT |
| NBI report | I 70 ML WBND | US 6 ML | 5.8 MI W OF HORIZON DRIVE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1969 | -- | 87.9 | 179.5 | Fair | 93.9 | H-02-FU |
| NBI report | PINE STREET | LITTLE SALT WASH | .5 MI N OF RD K | Prestressed Tee beam | -- | 1969 | -- | 48.9 | 51.5 | Fair | 66.7 | FRT-18-K.5 |
| NBI report | SH 340 ML | I 70 ML | FRUITA INTERCHANGE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1969 | -- | 100.1 | 199.2 | Fair | 83.6 | H-02-FJ |
| NBI report | SH 340 ML EBND | US 6 ML, UP RR | FRUITA | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 71.9 | 230.0 | Fair | 70.4 | H-02-FL |
| NBI report | SH 340 ML WBND | US 6 ML, UP RR | FRUITA | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1969 | -- | 71.9 | 230.0 | Fair | 70.4 | H-02-FK |
| NBI report | US 6 ML | PERSIGO WASH | 4.5 mi E of Fruita | Concrete Frame | -- | 1969 | -- | 34.8 | 38.4 | Fair | 92.3 | H-02-D |
| NBI report | COUNTY ROAD J | GRAND VALLEY CANAL | .3 MI W OF RD 24 | Steel Stringer/Multi-beam or girder | -- | 1969 | 1991 | 30.8 | 33.1 | Fair | 91.4 | MESA-J-23.7 |
| NBI report | COUNTY ROAD 25.5 | REDLANDS POWER CANAL | JUST S OF RD C.50 | Prestressed Tee beam | -- | 1970 | -- | 38.1 | 41.7 | Fair | 77.1 | MESA-25.5-C.47 |
| NBI report | COUNTY ROAD 34 | GRAND VALLEY CANAL | .4 MI S OF F RD | Prestressed Tee beam | -- | 1970 | -- | 36.1 | 38.7 | Fair | 77.9 | MESA-34-E.4 |
| NBI report | I 70 ML EBND | N CHANNEL-COLORADO RVR | 5.8 MI. E. JCT. US 6 MACK | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 82.4 | 218.2 | Fair | 92.2 | H-01-AC |
| NBI report | I 70 ML EBND | N CHANNEL-COLORADO RVR | 5.3 MI E. JCT. SH 6 MACK | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 89.9 | 243.5 | Fair | 90.2 | H-01-AE |
| NBI report | I 70 ML EBND | REED DRAIN | 0.6 MI E OF JCT SH 139 | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 97.1 | 100.4 | Good | 97.8 | H-01-J |
| NBI report | I 70 ML EBND | LITTLE SALT WASH | O.5 MI W OF JCT SH 340 | Concrete Tee beam (3 spans) | -- | 1970 | -- | 33.1 | 85.0 | Fair | 93.1 | H-02-FN |
| NBI report | I 70 ML EBND | BIG SALT WASH | 0.9 MI W OF JCT SH 340 | Concrete Tee beam (3 spans) | -- | 1970 | -- | 40.0 | 98.4 | Fair | 93.5 | H-02-FP |
| NBI report | I 70 ML WBND | N CHANNEL-COLORADO RVR | 10.5 MI. W. OF JCT. U.S. | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 82.4 | 218.2 | Fair | 92.2 | H-01-AB |
| NBI report | I 70 ML WBND | N CHANNEL-COLORADO RVR | 11.0 MI. W. JCT. US 6 ML | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1970 | -- | 89.9 | 243.5 | Fair | 91.4 | H-01-AD |
| NBI report | I 70 ML WBND | REED DRAIN | 0.6 MI E OF JCT SH 139 | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 97.1 | 100.4 | Fair | 95.8 | H-01-I |
| NBI report | I 70 ML WBND | LITTLE SALT WASH | 0.5 MI W OF JCT SH 340 | Concrete Tee beam (3 spans) | -- | 1970 | -- | 33.1 | 85.0 | Fair | 93.9 | H-02-FM |
| NBI report | I 70 ML WBND | BIG SALT WASH | 0.9 MI W of SH 340 FRUITA | Concrete Tee beam (3 spans) | -- | 1970 | -- | 40.0 | 98.4 | Fair | 83.9 | H-02-FO |
| NBI report | MAPLE STREET | LITTLE SALT WASH | .3 MI N OF OTTLEY AVE | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 47.9 | 52.5 | Fair | 53.0 | FRT-17.5-K.25 |
| NBI report | SH 340 ML | COLORADO RIVER | 1.9 MI E OF JCT US 6 FRUI | Prestressed Stringer/Multi-beam or girder (6 spans) | -- | 1970 | -- | 99.1 | 609.3 | Fair | 92.5 | H-02-GA |
| NBI report | SH 139 ML | I 70 ML | 13.5 MI E UTAH - LOMA int | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1970 | 1973 | 119.1 | 242.1 | Fair | 91.0 | H-01-AA |
| NBI report | I 70 ML EBND | RR, SALT CREEK | 9.8 MI. E. COLO.-UTAH S.L | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1971 | -- | 124.7 | 340.2 | Fair | 89.2 | H-01-AI |
| NBI report | I 70 ML WBND | RR, SALT CREEK | 0.3 MI. W. JCT. SH 6 MACK | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1971 | -- | 124.0 | 339.9 | Good | 86.5 | H-01-AH |
| NBI report | COUNTY ROAD L.60 | I 70 ML | 2.0 MI E OF COLO-UTAH SL | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1973 | -- | 154.9 | 469.5 | Fair | 99.0 | H-01-AJ |
| NBI report | I 70 ML EBND | US 6 ML | 11.1 MI E COLO-UTAH SL | Concrete Tee beam (3 spans) | -- | 1973 | -- | 62.3 | 137.1 | Good | 95.6 | H-01-AG |
| NBI report | I 70 ML WBND | US 6 ML | 11.2 MI. E. COLO.-UTAH S. | Concrete Tee beam (3 spans) | -- | 1973 | -- | 61.0 | 137.1 | Fair | 84.4 | H-01-AF |
| NBI report | SH 65 ML | ATWELL GULCH | Just S. of CR 45 1/2 | Concrete Culvert (2 spans) | -- | 1973 | -- | 9.8 | 21.3 | Good | 94.7 | H-04-V |
| NBI report | SH 65 ML | PLATEAU CREEK | 10 MI S OF JCT I 70 | Concrete Tee beam (2 spans) | -- | 1973 | -- | 62.0 | 126.6 | Good | 90.6 | H-04-Z |
| NBI report | SH 340 ML WBND | REDLANDS POWER CANAL | W. EDGE OF GRAND JUNCTION | Steel Stringer/Multi-beam or girder | -- | 1974 | -- | 67.9 | 70.9 | Fair | 83.5 | H-02-GB |
| NBI report | SH 340 ML WBND | COLORADO RIVER | SW GRAND JUNCTION | Steel Stringer/Multi-beam or girder (9 spans) | -- | 1974 | -- | 104.0 | 861.3 | Fair | 83.4 | H-02-GC |
| NBI report | SH 340 ML WBND | UP RR | IN G.J. 0.35 MI W OF I70B | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1974 | 2008 | 85.0 | 377.0 | Good | 94.6 | H-02-GD |
| NBI report | 12TH STREET | GRAND VALLEY CANAL | 1 BLK N OF BOOKCLIFF AVE | Concrete Culvert (2 spans) | -- | 1975 | -- | 21.0 | 43.6 | Fair | 91.3 | GRJ-27-E.8 |
| NBI report | COUNTY ROAD 58 | BIG CREEK | 0.1 MI E OF CR ME.75 | Steel Stringer/Multi-beam or girder | -- | 1975 | -- | 20.3 | 25.3 | Fair | 49.8 | MESA-58-M.6 |
| NBI report | COUNTY ROAD 6.3 | WEST CREEK | 4 MI NE OF GATEWAY | Steel Stringer/Multi-beam or girder | -- | 1975 | -- | 38.1 | 40.0 | Fair | 56.3 | MESA-6.3-US.5 |
| NBI report | SH 330 ML | PLATEAU CREEK | 3.3 MI E OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder | -- | 1975 | -- | 80.1 | 82.4 | Good | 94.5 | H-04-R |
| NBI report | SH 330 ML | PLATEAU CREEK | 1.8 MI N OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1975 | -- | 80.1 | 160.4 | Good | 89.0 | H-04-S |
| NBI report | SH 330 ML | PLATEAU CREEK | 5 MI W OF COLLBRAN | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1975 | -- | 57.1 | 118.1 | Fair | 93.2 | H-04-T |
| NBI report | COUNTY ROAD 16 | GOVT. HIGHLINE CANAL | .5 MI N OF RD Q | Steel Stringer/Multi-beam or girder | -- | 1975 | 1992 | 38.4 | 40.7 | Fair | 87.4 | MESA-16-Q.5 |
| NBI report | COUNTY ROAD GS | KANNAH CREEK | .7 MI SE PURDY MESA RD | Steel Stringer/Multi-beam or girder | -- | 1975 | 2011 | 24.3 | 26.6 | Fair | 76.4 | MESA-GS-38.99 |
| NBI report | SH 65 ML | DRAW | 8 MI S. OF JCT I 70 | Concrete Culvert (2 spans) | -- | 1976 | -- | 13.1 | 24.9 | Good | 98.1 | H-04-U |
| NBI report | 29 Road | GRAND VALLEY CANAL | .6 MI N OF US 6 | Steel Stringer/Multi-beam or girder | -- | 1976 | 2004 | 27.9 | 30.2 | Fair | 96.5 | GRJ-29-E.6 |
| NBI report | COUNTY ROAD 19 | GRAND VALLEY CANAL | .6 MI N OF RD M | Steel Stringer/Multi-beam or girder | -- | 1978 | 1991 | 27.9 | 30.8 | Fair | 74.9 | MESA-19-M.6 |
| NBI report | COUNTY ROAD 18.50 | GRAND VALLEY CANAL | .7 MI N OF ROAD M | Steel Stringer/Multi-beam or girder | -- | 1978 | 1992 | 20.7 | 22.6 | Fair | 68.0 | MESA-18.5-M.7 |
| NBI report | 28.25 ROAD | GRAND VALLEY CANAL | 0.25 MI N OF ORCHARD AVE | Steel Culvert | -- | 1980 | -- | 29.9 | 29.9 | Fair | 58.0 | GRJ-28.25-E.75 |
| NBI report | COUNTY ROAD 23 | PERSIGO WASH | .25 MI N OF RD I | Metal Culvert | -- | 1980 | -- | 27.2 | 27.2 | Good | 96.7 | MESA-23-I.25 |
| NBI report | DEBEQUE CUTOFF RD | I 70 ML | DEBEQUE INTER. | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1980 | -- | 128.9 | 244.4 | Fair | 98.3 | G-04-AE |
| NBI report | I 70 ML | SAND WASH | 10.0 MI E OF JCT SH 65 | Concrete Culvert (3 spans) | -- | 1980 | -- | 16.1 | 42.0 | Fair | 67.9 | G-04-AU |
| NBI report | I 70 ML | ASHMEAD DRAW | 3 MI W. OF DEBEQUE | Concrete Culvert (2 spans) | -- | 1980 | -- | 9.8 | 23.0 | Fair | 82.1 | G-04-AV |
| NBI report | I 70 ML | LITTLE HORSE THIEF CRK | 0.5 mi W. of Debeque Int. | Concrete Culvert (3 spans) | -- | 1980 | -- | 13.1 | 32.2 | Fair | 82.1 | G-04-AW |
| NBI report | I 70 ML | HORSETHIEF CREEK | JUST E. OF DEBEQUE INTERC | Concrete Culvert (3 spans) | -- | 1980 | -- | 16.1 | 44.0 | Fair | 82.2 | G-04-AX |
| NBI report | I 70 ML EBND | COLORADO RIVER | 11 MI W OF PARACHUTE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 98.4 | 402.6 | Fair | 84.8 | G-04-AA |
| NBI report | I 70 ML EBND | COLORADO RIVER OVFLW | 14.1 MI E OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1980 | -- | 88.9 | 181.1 | Good | 97.1 | G-04-AC |
| NBI report | I 70 ML EBND | UP RR | 15.6 MI E OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1980 | -- | 71.9 | 205.1 | Fair | 95.5 | G-04-AF |
| NBI report | I 70 ML WBND | COLORADO RIVER | 11.4 MI W OF PARACHUTE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 98.1 | 402.6 | Fair | 97.1 | G-04-AB |
| NBI report | I 70 ML WBND | COLORADO RIVER OVFLW | 11.1MI W OF PARACHUTE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1980 | -- | 87.9 | 181.1 | Good | 97.1 | G-04-AD |
| NBI report | I 70 ML WBND | UP RR | 9.7 MI W OF PARACHUTE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1980 | -- | 75.1 | 208.3 | Fair | 95.7 | G-04-AG |
| NBI report | I70 FRONTAGE RD(S) | HORSETHIEF CREEK (S) SR | JUST E. OF DEBEQUE INTERC | Concrete Culvert (3 spans) | -- | 1980 | -- | 17.1 | 46.9 | Good | 94.9 | G-04-AY |
| NBI report | MESA STREET | LITTLE SALT WASH | .1 MI N OF OTTLEY AVE | Prestressed Stringer/Multi-beam or girder | -- | 1980 | -- | 70.5 | 74.2 | Fair | 79.3 | FRT-MESA-0.65 |
| NBI report | US 6 ML | I 70 ML | 3 MI E OF DEBEQUE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1980 | -- | 134.8 | 365.2 | Fair | 99.4 | G-04-AH |
| NBI report | US 6M ML | HORSETHIEF CREEK [N] SR | JUST E. OF DEBEQUE INTERC | Concrete Culvert (3 spans) | -- | 1980 | -- | 16.1 | 44.0 | Fair | 83.9 | G-04-AZ |
| NBI report | HORIZON DRIVE | GOVT. HIGHLINE CANAL | 1 BLK N OF HORIZON COURT | Prestressed Tee beam | -- | 1981 | -- | 48.6 | 52.5 | Good | 91.8 | GRJ-G.6-27.9A |
| NBI report | I 70 ML WBND | COLORADO RIVER | 9.3 MI E OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1981 | -- | 102.0 | 417.0 | Fair | 95.6 | G-04-BA |
| NBI report | I 70 FRONTAGE RD | I 70 ML | 2.9 MI W OF DEBEQUE EXIT | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 117.1 | 236.6 | Good | 94.8 | G-04-AL |
| NBI report | I 70 ML WBND | COLORADO RIVER | 17 MI W OF PARACHUTE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1982 | -- | 106.6 | 437.4 | Good | 86.9 | G-03-P |
| NBI report | I 70 ML WBND | COLORADO RIVER OVFLW | 9.2 Miles W Mesa Garfield | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1982 | -- | 134.5 | 614.2 | Fair | 82.8 | G-03-Q |
| NBI report | REDLANDS PARKWAY | COLORADO RIVER | REDLANDS PKWY OVER COLO R | Steel Box Beam or girders - Single or Spread (6 spans) | -- | 1982 | -- | 128.9 | 702.5 | Fair | 63.1 | GRJ-23.08-E.76 |
| NBI report | CR DS.6 KANNAH CK | KANNAH CREEK | E OF MP10 ON KANNAH CK RD | Steel Stringer/Multi-beam or girder | -- | 1982 | 1998 | 24.6 | 26.9 | Good | 97.0 | MESA-DS.6-44.2A |
| NBI report | COUNTY ROAD 18 | GOVT. HIGHLINE CANAL | 8.9 MI NE OF JCT US 6 | Steel Stringer/Multi-beam or girder | -- | 1983 | -- | 28.9 | 30.2 | Fair | 77.8 | MESA-18-Q.01A |
| NBI report | COUNTY ROAD 22 | HUNTER WASH | .5 MI N OF RD K | Steel Stringer/Multi-beam or girder | -- | 1983 | -- | 22.6 | 24.0 | Fair | 78.7 | MESA-22-K.5A |
| NBI report | COUNTY ROAD 25 | GRAND VALLEY CANAL | .3 MI N OF RD H | Prestressed Tee beam | -- | 1983 | -- | 28.5 | 29.9 | Fair | 89.6 | MESA-25-H.3A |
| NBI report | NB RAMP TO 24 RD. | LEACH CREEK | NE OF REDLANDS PKWY INTR | Steel Culvert (2 spans) | -- | 1983 | -- | 15.4 | 32.8 | Fair | 99.8 | GRJ-24.07-E.9 |
| NBI report | RAMP TO WB I-70B | LEACH CREEK | NE OF REDLANDS PKWY INTR | Steel Culvert (2 spans) | -- | 1983 | -- | 11.8 | 24.9 | Fair | 99.9 | GRJ-24.07-E.85 |
| NBI report | REDLAND PKWY RAMPS | TERRAIN | I-70B AND REDLANDS PKWY | Steel Box Beam or girders - Single or Spread (6 spans) | -- | 1983 | -- | 154.9 | 883.9 | Good | 82.4 | GRJ-E.96-23.95 |
| NBI report | 15TH STREET | GRAND VALLEY CANAL | .1 MI S OF WELLINGTON AVE | Steel Stringer/Multi-beam or girder | -- | 1984 | -- | 46.9 | 50.5 | Good | 85.5 | GRJ-27.3-E.7 |
| NBI report | COUNTY ROAD 22 | PERSIGO WASH | .1 MI N OF HWY 6 | Steel Stringer/Multi-beam or girder | -- | 1984 | -- | 22.3 | 23.6 | Fair | 60.9 | GRJ-22-G.6A |
| NBI report | COUNTY ROAD 56.5 | PLATEAU CREEK | JUST N OF RD 330 | Prestressed Tee beam | -- | 1984 | -- | 47.9 | 52.8 | Fair | 80.0 | MESA-56.5-O.7A |
| NBI report | COUNTY ROAD G.5 | GRAND VALLEY CANAL | .6 MI E OF RD 25 | Steel Stringer/Multi-beam or girder | -- | 1984 | -- | 24.3 | 25.9 | Fair | 70.7 | MESA-G.5-25.6A |
| NBI report | FDR 266 | BUZZARD CREEK | 15.2 MI EAST OF COLLBRAN | Steel Stringer/Multi-beam or girder | -- | 1984 | -- | 35.4 | 37.1 | Good | 73.6 | 020401000001114 |
| NBI report | PATTERSON ROAD | LEACH CREEK | JUST E OF RD 24 | Steel Culvert (2 spans) | -- | 1984 | -- | 11.2 | 23.3 | Fair | 67.7 | GRJ-F.2-24.01A |
| NBI report | REDLANDS PKY/24 RD | I-70B & UPPR RR | JCT I-70B and 24 RD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1984 | -- | 100.7 | 478.0 | Fair | 69.2 | GRJ-23.95-E.96 |
| NBI report | SH 141 ML | UP RR | 5.2 M E OF JCT SH 50 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1984 | -- | 100.1 | 256.6 | Fair | 85.5 | H-03-BN |
| NBI report | SH 141 ML | GRAND VALLEY CANAL | IN CLIFTON | Steel Stringer/Multi-beam or girder | -- | 1984 | -- | 59.1 | 62.0 | Good | 99.2 | H-03-BO |
| NBI report | COUNTY ROAD 65.7 | BUZZARD CREEK | .1 MI N OF RD 330E | Prestressed Tee beam | -- | 1985 | -- | 46.3 | 48.6 | Fair | 67.8 | MESA-65.7-RA |
| NBI report | COUNTY ROAD G | GOVT. HIGHLINE CANAL | .1 MI E OF RD 34 | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 63.3 | 66.6 | Fair | 69.3 | MESA-G-34.1A |
| NBI report | COUNTY ROAD J | GRAND VALLEY CANAL | .1 MI E OF RD 23 | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 21.7 | 23.3 | Fair | 71.4 | MESA-J-23.1A |
| NBI report | COUNTY ROAD M | GRAND VALLEY CANAL | .4 MI W OF RD 20 | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 28.2 | 31.2 | Good | 80.2 | MESA-M-19.5 |
| NBI report | I 70 ML EBND | COLORADO RIVER | 1.5 MI E OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1985 | -- | 131.2 | 987.9 | Fair | 97.6 | H-03-BQ |
| NBI report | I 70 ML EBND | COLORADO RIVER | W SIDE OF DEBEQUE TUNNEL | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1985 | -- | 129.9 | 991.2 | Good | 97.6 | H-03-BS |
| NBI report | I 70 ML WBND | COLORADO RIVER | JUST E OF DEBEQUE TUNNEL | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1985 | -- | 129.9 | 988.9 | Good | 97.6 | H-03-BP |
| NBI report | I 70 ML WBND | COLORADO RIVER | 1 MI E OF JCT SH 65 | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1985 | -- | 132.2 | 1001.4 | Good | 97.6 | H-03-BR |
| NBI report | PATTERSON ROAD | GRAND VALLEY CANAL | .7 MI E OF RD 26 | Prestressed Tee beam | -- | 1985 | -- | 44.0 | 47.9 | Good | 93.7 | GRJ-F-26.6A |
| NBI report | COUNTY ROAD 21 | GOVT. HIGHLINE CANAL | 1.1 MI N OF RD M | Prestressed Tee beam | -- | 1986 | -- | 57.4 | 60.0 | Good | 91.1 | MESA-21-N.1 |
| NBI report | COUNTY ROAD 31 | GOVT. HIGHLINE CANAL | .7 MI N OF RD F | Steel Stringer/Multi-beam or girder | -- | 1986 | -- | 42.3 | 45.6 | Fair | 87.0 | MESA-31-F.7 |
| NBI report | COUNTY ROAD 31.5 | GOVT. HIGHLINE CANAL | .7 MI N OF RD F | Steel Stringer/Multi-beam or girder | -- | 1986 | -- | 43.6 | 45.6 | Fair | 89.6 | MESA-31.5-F.7A |
| NBI report | COUNTY ROAD 33.75 | GOVT. HIGHLINE CANAL | .8 MI N OF RD F | Steel Stringer/Multi-beam or girder | -- | 1986 | -- | 38.4 | 40.4 | Fair | 81.1 | MESA-33.75-F.8A |
| NBI report | COUNTY ROAD 38.05 | ORCHARD MESA CANAL | .3 MI S OF US 6 | Prestressed Tee beam | -- | 1986 | -- | 63.0 | 65.9 | Good | 95.7 | MESA-38.05-F.7A |
| NBI report | COUNTY ROAD N.3 | BIG SALT WASH | .3 MI N OF RD N | Steel Stringer/Multi-beam or girder | -- | 1986 | -- | 36.4 | 38.1 | Fair | 69.5 | MESA-N.3-17.5A |
| NBI report | ORCHARD AVENUE | INDIAN WASH | JUST E OF NORMANDY DR | Concrete Culvert | -- | 1986 | -- | 24.3 | 24.3 | Good | 84.2 | GRJ-E.5-28.6A |
| NBI report | SH 65 ML | I 70 ML | 10.3 MI N OF JCT SH 330 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1986 | -- | 78.4 | 155.5 | Good | 85.3 | H-03-BV |
| NBI report | 18.5 Road | LITTLE SALT WASH | 0.1 SOUTH OF RD L | Metal Culvert | -- | 1987 | -- | 25.6 | 25.6 | Poor | 62.7 | FRT-18.5-K.99A |
| NBI report | BUZZARD CREEK RD | BUZZARD CREEK | JUST S OF PE ROAD | Prestressed Tee beam | -- | 1987 | -- | 47.9 | 53.2 | Good | 82.3 | COL-P-58.4A |
| NBI report | COUNTY ROAD 24.5 | GRAND VALLEY CANAL | .5 MI N OF RD H | Steel Stringer/Multi-beam or girder | -- | 1987 | -- | 28.5 | 30.2 | Fair | 74.3 | MESA-24.5-H.5A |
| NBI report | COUNTY ROAD 25 | GOVT. HIGHLINE CANAL | .3 MI N OF RD 25 & J | Steel Stringer/Multi-beam or girder | -- | 1987 | -- | 53.5 | 55.1 | Fair | 70.3 | MESA-25-J.00A |
| NBI report | US 6 ML | BIG SALT WASH | 0.5 MI W OF FRUITA | Concrete Culvert (2 spans) | -- | 1987 | -- | 19.7 | 41.0 | Fair | 99.2 | H-02-GH |
| NBI report | US 6 ML | LITTLE SALT WASH | W. EDGE OF FRUITA | Concrete Culvert (2 spans) | -- | 1987 | -- | 18.4 | 38.1 | Good | 99.7 | H-02-GI |
| NBI report | 26.5 Road | LEACH CREEK | .4 MI N OF RD H | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 27.9 | 31.2 | Fair | 77.8 | GRJ-26.5-H.4A |
| NBI report | COUNTY ROAD 17.5 | TRIB. BIG SALT WASH | .3 MI S OF RD L.50 | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 20.3 | 22.3 | Fair | 77.0 | MESA-17.5-L.6 |
| NBI report | COUNTY ROAD 35.3 | GOVT. HIGHLINE CANAL | .5 MI N OF RD G | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 44.0 | 46.3 | Fair | 70.7 | MESA-35.3-G.5A |
| NBI report | COUNTY ROAD 35.5 | GRAND VALLEY CANAL | .6 MI S OF US 6 | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 38.4 | 40.4 | Fair | 77.2 | MESA-35.5-F.4A |
| NBI report | COUNTY ROAD 44 | ROAN CREEK | .2 MI W OF DENVER AVE. | Prestressed Stringer/Multi-beam or girder | -- | 1988 | -- | 97.8 | 102.7 | Fair | 90.1 | MESA-44-V.6A |
| NBI report | COUNTY ROAD 57 | BIG CREEK | .7 MI N OF CR KE | Prestressed Tee beam | -- | 1988 | -- | 56.4 | 60.0 | Good | 98.0 | MESA-57-N.5A |
| NBI report | COUNTY ROAD 6.5 | GOVT. HIGHLINE CANAL | .5 MI N OF RD S | Prestressed Tee beam | -- | 1988 | -- | 32.2 | 35.4 | Good | 74.4 | MESA-6.5-S.5 |
| NBI report | COUNTY ROAD J | HUNTER WASH | .8 MI E OF RD 20 | Prestressed Stringer/Multi-beam or girder | -- | 1988 | -- | 126.6 | 131.9 | Good | 83.6 | MESA-J-20.8A |
| NBI report | COUNTY ROAD L | LITTLE SALT WASH | .1 MI E OF RD 18.5 | Steel Culvert | -- | 1988 | -- | 25.3 | 25.3 | Fair | 88.0 | MESA-L-18.7A |
| NBI report | COUNTY ROAD T | EAST SALT CREEK | .2 MI W OF RD 10 | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 48.6 | 50.5 | Fair | 84.5 | MESA-T-9.8A |
| NBI report | MAIN STREET | PLATEAU CREEK | .1 MI S OF CR 330E | Prestressed Tee beam | -- | 1988 | -- | 56.1 | 58.1 | Fair | 86.7 | COL-58.5-0.99A |
| NBI report | 19 Road | ADOBE CREEK | .3 MI S OF I-70 | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 24.6 | 26.2 | Fair | 90.7 | FRT-19-H.7A |
| NBI report | 29 Road | GOVT HIGHLINE CANAL | JUST N OF RD G | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 56.8 | 62.3 | Fair | 82.6 | GRJ-29-F.9A |
| NBI report | COUNTY ROAD 38.8 | ORCHARD MESA CANAL | .1 MI S OF US 6 | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 60.0 | 66.3 | Good | 73.4 | MESA-38.8-F.9A |
| NBI report | COUNTY ROAD 60.5 | PLATEAU CREEK | JUST SE OF RD 330E | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 37.4 | 40.4 | Fair | 62.1 | MESA-60.5-P.8A |
| NBI report | COUNTY ROAD L | GRAND VALLEY CANAL | .2 MI E OF RD 20 | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 23.0 | 24.9 | Poor | 73.9 | MESA-L-20.2A |
| NBI report | CR 37.7/8 BOWER AV | GOVT. HIGHLINE CANAL | JUST N OF RD G.7 | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 48.6 | 51.8 | Poor | 56.1 | MESA-37.7-G.7A |
| NBI report | US 50 + SH 789 NB | COLORADO RIVER | GRAND JUNCTION MP 32.42 | Steel Stringer/Multi-beam or girder (8 spans) | -- | 1989 | -- | 98.1 | 705.1 | Good | 99.3 | H-02-DZ |
| NBI report | Canyon Creek Dr. | Entrance Creek | .5 MI N of S Broadway | Steel Culvert (4 spans) | -- | 1990 | -- | 6.9 | 36.1 | Poor | 64.5 | MESA-19.88-G.26 |
| NBI report | COUNTY ROAD 21 | GRAND VALLEY CANAL | .55 MI N OF RD K | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 26.2 | 30.2 | Fair | 94.1 | MESA-21-K.5A |
| NBI report | COUNTY ROAD R | EAST SALT CREEK | .4 MI E OF RD 9 | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 59.4 | 60.4 | Fair | 77.4 | MESA-R-9.4A |
| NBI report | ESCALANTERD/CR36.4 | ESCALANTE CREEK | 16.8 MI SW OF US 50 | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 20.3 | 25.6 | Fair | 87.5 | MESA-36.4-ZS1.2 |
| NBI report | H Road | GOVT HIGHLINE CANAL | JUST E OF RD 27 | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 52.5 | 54.5 | Fair | 73.8 | GRJ-H-27.01A |
| NBI report | PINION STREET | GROVE CREEK | JUST W OF RIVER COURT | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 22.3 | 24.0 | Fair | 79.0 | COL-PINION |
| NBI report | COUNTY ROAD 17 | BIG SALT WASH | .7 MI N OF RD K | Steel Stringer/Multi-beam or girder | -- | 1991 | -- | 49.5 | 52.2 | Fair | 84.5 | MESA-17-K.8A |
| NBI report | COUNTY ROAD 19 | E. FORK BIG SALT WASH | .7 MI N OF RD O | Steel Stringer/Multi-beam or girder | -- | 1991 | -- | 39.0 | 41.3 | Fair | 78.2 | MESA-19-O.7A |
| NBI report | COUNTY ROAD G | ORCHARD MESA CANAL | JUST E OF RD 38.75 | Steel Stringer/Multi-beam or girder | -- | 1991 | -- | 86.0 | 91.9 | Good | 80.1 | MESA-G-38.9A |
| NBI report | COUNTY ROAD M.80 | EAST SALT WASH | 1.7 MI W OF MACK | Steel Stringer/Multi-beam or girder | -- | 1991 | -- | 89.2 | 103.0 | Good | 98.8 | MESA-O.8-8.3A |
| NBI report | COUNTY ROAD O | EAST FORK BIG SALT WASH | .7 MI E OF RD 18 | Steel Stringer/Multi-beam or girder | -- | 1991 | -- | 38.4 | 41.7 | Fair | 78.6 | MESA-O-18.7A |
| NBI report | G Road | GRAND VALLEY CANAL | .1 MI E OF ROAD 26.00 | Prestressed Slab | -- | 1991 | -- | 37.4 | 42.7 | Good | 78.2 | GRJ-G-26.1A |
| NBI report | COUNTY ROAD 23.5 | GRAND VALLEY CANAL | .4 MI N OF RD I | Steel Stringer/Multi-beam or girder | -- | 1992 | -- | 22.6 | 25.9 | Fair | 96.0 | MESA-23.5-I.4A |
| NBI report | COUNTY ROAD 34.6 | GOVT. HIGHLINE CANAL | 0.18 MI N OF COUNTY RD G | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 54.5 | 58.4 | Good | 91.5 | MESA-34.6-G.18 |
| NBI report | COUNTY ROAD K | GRAND VALLEY CANAL | .7 MI E OF RD 21 | Steel Stringer/Multi-beam or girder | -- | 1992 | -- | 20.3 | 23.6 | Good | 95.5 | MESA-K-21.7A |
| NBI report | COUNTY ROAD LE | VEGA CANAL | 1.0 MI E OF RD 60.75 | Steel Stringer/Multi-beam or girder | -- | 1993 | -- | 37.1 | 40.4 | Fair | 89.0 | MESA-L-61.7A |
| NBI report | COUNTY ROAD 30 | GOVT. HIGHLINE CANAL | 0.1 MI N OF CR G | Prestressed Box beam or girders - Multiple | -- | 1994 | -- | 53.2 | 58.1 | Good | 91.4 | MESA-30-G.00A |
| NBI report | COUNTY ROAD I.9 | COLORADO RIVER | AT CAMEO POWER PLANT | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1994 | -- | 137.8 | 422.9 | Fair | 91.7 | MESA-I.9-39.4A |
| NBI report | MONUMENT ROAD | NO THROUGHFARE CANYON | JUST S OF BROADWAY | Prestressed Tee beam | -- | 1994 | -- | 45.9 | 50.9 | Good | 99.6 | GRJ-25.2-C.99A |
| NBI report | SH 340 ML EBND | UP RR | W. SIDE OF GRAND JUNCTION | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1994 | 2008 | 85.3 | 376.7 | Good | 94.5 | H-02-GJ |
| NBI report | COUNTY ROAD 17.45 | GRAND VALLEY CANAL | .3 MI N OF RD N | Steel Stringer/Multi-beam or girder | -- | 1995 | -- | 36.1 | 38.4 | Fair | 67.6 | MESA-17.45-N.3A |
| NBI report | COUNTY ROAD E.5 | GRAND VALLEY CANAL | .2 MI W OF RD 30 | Concrete Culvert (2 spans) | -- | 1995 | -- | 28.2 | 58.7 | Good | 98.0 | MESA-E.5-29.8 |
| NBI report | COUNTY ROAD 30 | GRAND VALLEY CANAL | .4 MI N OF US 6 | Prestressed Slab | -- | 1996 | -- | 43.6 | 47.9 | Good | 76.7 | MESA-30-E.4A |
| NBI report | COUNTY ROAD 43.5 | COON HOLLOW WASH | 2.5 MI SW ON CR 44 | Concrete Culvert (2 spans) | -- | 1996 | -- | 18.0 | 36.7 | Good | 92.8 | MESA-43.5-U.2A |
| NBI report | MONUMENT ROAD | NO THOROUGHFARE CANYON | .7 MI N OF COUNTY ROAD C | Prestressed Slab | -- | 1996 | -- | 42.7 | 49.9 | Good | 98.5 | GRJ-24.9-C.7A |
| NBI report | US 50 ML | UP RR | 0.4 MI. E. OF JCT. I-70 M | Prestressed Stringer/Multi-beam or girder (8 spans) | -- | 1997 | -- | 119.1 | 831.4 | Fair | 95.1 | H-02-GK |
| NBI report | Vega dam access rd | Dam Spillway | Vega Dam | Concrete Box beam or girders - Multiple | -- | 1997 | -- | 47.9 | 71.5 | Good | 93.5 | 0403-1 |
| NBI report | GRAND AVENUE | INDIAN WASH | JUST W OF COUNTY ROAD 28 | Concrete Frame | -- | 1998 | -- | 26.9 | 28.5 | Fair | 96.6 | GRJ-D.5-27.99A |
| NBI report | 25.5 ROAD | GRAND VALLEY CANAL | .6 MI N OF PATTERSON ROAD | Prestressed Slab | -- | 1999 | -- | 20.3 | 25.9 | Good | 96.8 | GRJ-25.5-F.6A |
| NBI report | Access road | Canal | Vega Dam | Steel Culvert | -- | 1999 | -- | 32.2 | 82.0 | Good | 97.5 | 0403-2 |
| NBI report | COUNTY ROAD 36.3 | GOVT HIGHLINE CANAL | .8 MI N OF RD G | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 58.4 | 65.0 | Good | 92.4 | MESA-36.3-G.8A |
| NBI report | US 6 ML | UP RR | E. EDGE OF CLIFTON | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 119.4 | 240.8 | Good | 98.0 | H-03-BW |
| NBI report | REDLANDS PARKWAY | REDLANDS 2ND LIFT CANAL | 0.5 MI S OF HWY 340 | Metal Culvert | -- | 2000 | -- | 30.8 | 30.8 | Good | 96.2 | GRJ-22.22-D.73 |
| NBI report | US 50 ML | KANNAH CREEK | 4.4 MI SE OF JCT SH 141 | Concrete Culvert (3 spans) | -- | 2000 | -- | 26.6 | 81.7 | Fair | 69.2 | I-03-N |
| NBI report | COUNTY ROAD 31.5 | GRAND VALLEY CANAL | .2 MI N OF RD E | Steel Stringer/Multi-beam or girder | -- | 2001 | -- | 39.0 | 43.0 | Good | 97.6 | MESA-31.5-E.2A |
| NBI report | COUNTY ROAD G.7 | GOVT HIGHLINE CANAL | .3 MI W OF RD 36.3 | Prestressed Slab | -- | 2001 | -- | 49.5 | 54.1 | Good | 93.1 | MESA-G.7-35.7A |
| NBI report | COUNTY ROAD I | GRAND VALLEY CANAL | .1 MI E OF RD 24 | Prestressed Slab | -- | 2001 | -- | 44.0 | 48.9 | Good | 97.8 | MESA-I-24.1 |
| NBI report | COUNTY ROAD M.80 | MACK WASH | .4 MI W OF CR 10.0 | Prestressed Stringer/Multi-beam or girder | -- | 2001 | -- | 92.5 | 97.4 | Fair | 99.7 | MESA-O.4-9.6A |
| NBI report | US 6 ML | HUNTER WASH | 3.7 MI E. OF JCT. SH 340 | Concrete Culvert | -- | 2001 | -- | 23.6 | 23.6 | Fair | 96.9 | H-02-AX |
| NBI report | COUNTY ROAD 36 | ORCHARD MESA CANAL NO. 1 | 0.1 MI N OF RD E.25 | Concrete Culvert | -- | 2003 | -- | 24.9 | 24.9 | Good | 90.0 | MESA-36-E.38 |
| NBI report | COUNTY ROAD G.2 | ORCHARD MESA CANAL | JUST EAST OF CTY RD 39.4 | Prestressed Slab | -- | 2003 | -- | 53.8 | 58.1 | Good | 91.6 | MESA-G.2-39.4A |
| NBI report | OTTLEY AVENUE | LITTLE SALT WASH | .65 MI. E OF SH 6 | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 82.7 | 87.9 | Good | 77.5 | FRT-K-17-0.46A |
| NBI report | COUNTY ROAD 19 | LITTLE SALT WASH | 0.4 MI N OF ROAD L | Prestressed Slab | -- | 2005 | -- | 52.2 | 57.1 | Good | 99.9 | MESA-19-L.4 |
| NBI report | COUNTY ROAD 24 | I 70 ML | 2.3 MI E OF JCT US 6 ML | Prestressed Tee beam (2 spans) | -- | 2005 | -- | 86.0 | 176.5 | Good | 89.0 | H-02-EG |
| NBI report | COUNTY ROAD 29 | COLORADO RIVER | 1 MILE SOUTH CR D | Steel Stringer/Multi-beam or girder (6 spans) | -- | 2006 | -- | 158.8 | 806.8 | Fair | 93.4 | MESA-29-C.0 |
| NBI report | COUNTY ROAD 33 | GOVERNMENT HIGHLINE CANL | NORTH OF CR 33 AND F 5/8 | Prestressed Slab | -- | 2008 | -- | 44.6 | 48.6 | Good | 97.8 | MESA-33-F.63A |
| NBI report | COUNTY ROAD 36.75 | ORCHARD MESA CANAL #2 | 2.5 SE OF PALISADE | Concrete Culvert | -- | 2008 | -- | 22.0 | 22.0 | Fair | 86.0 | MESA-36.75-E.05 |
| NBI report | COUNTY ROAD 45.5 | NO NAME DITCH | 1.6 MILES S OF DEBEQUE | Concrete Culvert (2 spans) | -- | 2008 | -- | 12.1 | 24.9 | Good | 97.8 | MESA-45.5-U.24 |
| NBI report | COUNTY ROAD F.5 | LEACH CREEK | JUST EAST OF ROAD 24 | Concrete Culvert (3 spans) | -- | 2008 | -- | 12.1 | 40.0 | Good | 83.7 | GRJ-F.5-24.01 |
| NBI report | Riverside Parkway | INDIAN WASH | JUST W OF RD 28 | Concrete Frame | -- | 2008 | -- | 20.0 | 21.7 | Good | 94.9 | GRJ-D-27.99A |
| NBI report | RIVERSIDE PARKWAY | LEACH CREEK | Just E of Redlands Pkwy | Concrete Culvert (2 spans) | -- | 2008 | -- | 10.5 | 22.0 | Good | 94.9 | GRJ-E.70-24.01 |
| NBI report | 25 Road | RVRSD PW, IND AV, UPRR | .1 MILES S OF I-70B IN GJ | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2009 | -- | 133.5 | 600.1 | Good | 94.7 | GRJ-25-E.2 |
| NBI report | COUNTY ROAD 31 | LEWIS WASH | .17 MI S OF ROAD D | Prestressed Slab | -- | 2009 | -- | 23.0 | 24.9 | Good | 90.6 | MESA-31-C.83A |
| NBI report | COUNTY ROAD 33 | GRAND VALLEY CANAL | .2 MILES N OF ROAD E | Prestressed Box beam or girders - Multiple | -- | 2009 | -- | 43.6 | 46.9 | Good | 95.7 | MESA-33-E.2A |
| NBI report | County Road X.5 | ROAN CREEK | 1 MI N OF DEBEQUE | Prestressed Stringer/Multi-beam or girder | -- | 2009 | -- | 71.9 | 76.1 | Good | 93.0 | MESA-X.5-42.9A |
| NBI report | MONUMENT ROAD | REDLANDS POWER CANAL | MONUMENT ROAD AND D ROAD | Prestressed Slab | -- | 2009 | -- | 57.1 | 62.3 | Good | 97.4 | GRJ-25.2-D.2A |
| NBI report | 26.5 Road | GRAND VALLEY CANAL | JUST N OF RD F.50 | Concrete Frame | -- | 2010 | -- | 25.3 | 26.9 | Good | 84.5 | GRJ-26.5-F.6A |
| NBI report | 29 Road | RR/I70 Business | OVER I-70 BUSINESS RTE | Prestressed Stringer/Multi-beam or girder | -- | 2010 | -- | 153.2 | 779.2 | Good | 87.9 | GRJ-29-D.65 |
| NBI report | COUNTY ROAD 24 | PERSIGO WASH | 0.6 MI NORTH OF RD J | Prestressed Slab | -- | 2010 | -- | 28.2 | 32.2 | Good | 97.6 | MESA-24-J.6 |
| NBI report | COUNTY ROAD 4 | WEST SALT CREEK | 2.0 MI NW OF CR S | Prestressed Stringer/Multi-beam or girder | -- | 2010 | -- | 89.9 | 95.1 | Good | 99.9 | MESA-4-T.5A |
| NBI report | COUNTY ROAD 4 | PRAIRIE CREEK | 2.5 MI W OF CR S | Prestressed Stringer/Multi-beam or girder | -- | 2010 | -- | 84.0 | 89.2 | Good | 99.9 | MESA-4-T.9B |
| NBI report | COUNTY ROAD D | NO THOROUGHFARE CANYON | JUST S OF MONUMENT ROAD | Prestressed Slab | -- | 2010 | -- | 50.5 | 55.8 | Good | 97.7 | GRJ-25.3-D.1A |
| NBI report | I-70B RAMP A | TERRAIN | EB I70B Ramp TO 29 ROAD | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2010 | -- | 76.8 | 322.2 | Good | 80.6 | GRJ-D.65-28.9 |
| NBI report | RIVERSIDE PARKWAY | LOCAL DRAINAGE | At Winters Ave | Concrete Culvert (3 spans) | -- | 2010 | -- | 9.5 | 32.8 | Good | 80.3 | GRJ-27.3-C.7 |
| NBI report | RIVERSIDE PKWY | SH 50 ML | S. SIDE OF GRAND JCT | Prestressed Tee beam (2 spans) | -- | 2010 | -- | 93.5 | 167.3 | Good | 96.9 | H-02-GN |
| NBI report | Riverside Pkwy | 4TH ST/UPRR_N. FRK.BRNCH | US 50 @ Riverside Pkwy | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2010 | -- | 90.2 | 257.9 | Good | 92.5 | H-02-GO |
| NBI report | US50 RAMP | 4TH ST/UPPRR_N.FRK.BRNCH | US 50 ML @ Riverside Pkwy | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2010 | -- | 86.0 | 234.9 | Good | 99.3 | H-02-GP |
| NBI report | GREENWAY DRIVE | LITTLE SALT WASH | S OF US 6/W OF COLLSON DR | Prestressed Stringer/Multi-beam or girder | -- | 2011 | -- | 60.0 | 65.0 | Good | 98.0 | FRT-GNWY-LSW |
| NBI report | County Road 17.5 | Big Salt Wash | .3 MI N of CR M | Prestressed Slab | -- | 2012 | -- | 29.9 | 35.1 | Good | 98.8 | MESA-17.5-M.3 |
| NBI report | COUNTY ROAD 22 | PERSIGO WASH | JUST N OF US 60 | Concrete Culvert (2 spans) | -- | 2012 | -- | 60.0 | 60.0 | Good | 84.0 | GRJ-22-G.7 |
| NBI report | COUNTY ROAD K | ADOBE CREEK | .2 MI EAST OF CR 20 | Prestressed Box beam or girders - Multiple | -- | 2012 | -- | 45.9 | 50.9 | Good | 97.8 | MESA-K-20.2 |
| NBI report | COUNTY RD D.5 | LEWIS WASH | JUST EAST OF CR 31 | Prestressed Slab | -- | 2013 | -- | 28.2 | 32.8 | Good | 80.2 | MESA-D.5-31.01 |
| NBI report | COUNTY ROAD 24 | GRAND VALLEY CANAL | .1 MI N OF RD I | Prestressed Slab | -- | 2013 | -- | 48.9 | 55.1 | Good | 97.7 | MESA-24-I.05A |
| NBI report | COUNTY ROAD 24 | GRAND VALLEY CANAL | .3 MI N OF RD I | Prestressed Slab | -- | 2013 | -- | 49.9 | 56.1 | Good | 98.9 | MESA-24-I.3A |
| NBI report | COUNTY ROAD 24 | GRAND VALLEY CANAL | .4 MI N OF RD I | Prestressed Slab | -- | 2013 | -- | 30.5 | 36.1 | Good | 99.7 | MESA-24-I.4A |
| NBI report | COUNTY ROAD DS | LITTLE DOLORES RIVER | JUST E OF MILE MARKER 11 | Prestressed Box beam or girders - Multiple | -- | 2013 | -- | 40.0 | 44.0 | Good | 93.4 | MESA-DS-8.7A |
| NBI report | COUNTY ROAD 64.6 | PLATEAU CREEK | 1.2 MI SE Road N.5 | Prestressed Slab | -- | 2014 | -- | 30.5 | 32.8 | Good | 76.8 | MESA-64.6-NE |
| NBI report | COUNTY ROAD K | GRAND VALLEY CANAL | 0.7 MI E OF RD 19 | Concrete Culvert | -- | 2014 | -- | 29.5 | 29.5 | Good | 96.8 | MESA-K-19.7A |
| NBI report | CR40/DIVIDE ROAD | KANNAH CREEK | N of Kannah Rd MP 5.5 | Prestressed Slab | -- | 2014 | -- | 38.7 | 44.0 | Good | 98.0 | MESA-40-FS.6 |
| NBI report | COUNTY ROAD F.25 | ORCHARD MESA CANAL NO. 2 | 0.1 MI W OF RD 38 | Steel Stringer/Multi-beam or girder | -- | 2015 | -- | 22.6 | 26.9 | Good | 91.2 | MESA-F.25-37.9B |
| NBI report | COUNTY ROAD 14 | REED WASH | 0.7 MI N of US50 | Prestressed Stringer/Multi-beam or girder | -- | 2016 | -- | 70.9 | 77.1 | Good | 99.9 | MESA-14-M.3 |
| NBI report | COUNTY ROAD 21 | INDP RANCHMENS DITCH | 0.4 MI N of HWY 6 | Concrete Culvert | -- | 2016 | -- | 29.5 | 29.5 | Good | 99.8 | MESA-21-H.4A |
| NBI report | CR R (SH 330E) | BUZZARD CREEK | 2.6 MI E of RD 64.60 | Prestressed Box Beam or girders - Single or Spread | -- | 2016 | -- | 60.4 | 65.3 | Good | 98.6 | MESA-R-66.8A |
| NBI report | Co Rd 29.5 | Grand Valley Canal | .63Mi N of US6 | Prestressed Slab | -- | 2017 | -- | 37.4 | 42.7 | Good | 97.6 | MESA-29.5-E.63A |
| NBI report | COUNTY ROAD I.9 | GOVNMENT HIGHLINE CANAL | AT CAMEO | Prestressed Box beam or girders - Multiple | -- | 2017 | -- | 85.0 | 90.2 | Good | 94.1 | MESA-I.9-39.2A |
| NBI report | COUNTY ROAD 64.3 | BUZZARD CREEK | .5 MI N of RD 330E | Steel Stringer/Multi-beam or girder | -- | 2018 | -- | 118.1 | 123.0 | Good | 94.2 | MESA-64.3-R.2 |
| NBI report | COUNTY ROAD V.8 | BIG SALT WASH | .1 MI E of 16 ROAD | Prestressed Box beam or girders - Multiple | -- | 2018 | -- | 47.9 | 53.2 | Good | 100.0 | MESA-V.8-16.1 |