| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | SH 26 ML | SOUTH PLATTE RIVER | I 25 & ALAMEDA IN DEN | Steel Girder and floorbeam system (3 spans) | -- | 1911 | 1966 | 57.1 | 179.8 | Fair | 52.0 | F-16-BI |
| NBI report Bridgehunter | 11TH AVE | CHERRY CREEK | W 11TH AVE AT SPEER BLVD | Concrete Slab (2 spans) | NR eligible | 1925 | 1984 | 39.7 | 87.9 | Fair | 65.7 | D-01-CC-160 |
| NBI report Bridgehunter | 13TH AVE | CHERRY CREEK | W 13TH AVE AT SPEER BLVD | Concrete Slab (2 spans) | NR eligible | 1928 | 1987 | 44.9 | 99.7 | Fair | 77.0 | D-01-CC-150 |
| NBI report | 8TH AVE | SOUTH PLATTE RIVER | JUST WEST OF ZUNI STREET | Steel Girder and floorbeam system (3 spans) | -- | 1929 | -- | 54.1 | 171.6 | Fair | 47.5 | D-02-PR-150 |
| NBI report Bridgehunter | WASHINGTON ST | CHERRY CREEK | WASHINGTON AT SPEER BLVD | Concrete Slab (2 spans) | NR eligible | 1929 | 1988 | 40.0 | 86.0 | Fair | 97.6 | D-01-CC-230A |
| NBI report | I 25 ML | RR SPUR | SO. OF PARK AVE. | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1949 | 1992 | 62.0 | 320.6 | Good | 83.0 | E-16-EM |
| NBI report | I 25 ML | FOX STREET | IN DENVER | Prestressed Box Beam or girders - Single or Spread (4 spans) | -- | 1949 | 1992 | 66.9 | 234.6 | Good | 97.0 | E-16-FA |
| NBI report | I 25 ML | HIGHLINE CANAL | 0.4 MI S OF YALE INT. | Steel Stringer/Multi-beam or girder | -- | 1950 | 1974 | 38.1 | 42.3 | Fair | 70.1 | F-17-H |
| NBI report Bridgehunter | 23RD AVENUE | I 25 ML | IN DENVER | Concrete Frame (2 spans) | NR eligible | 1952 | -- | 78.1 | 255.9 | Poor | 76.3 | F-16-DA |
| NBI report | DAHLIA ST | HIGHLINE CANAL | DAHLIA SOUTH OF EASTMAN A | Concrete Tee beam | -- | 1952 | -- | 32.2 | 36.7 | Fair | 81.2 | D-10-HC-120 |
| NBI report | SPEER BLVD NBND | I 25 ML | IN DENVER | Concrete Frame (2 spans) | NR eligible | 1952 | -- | 86.0 | 258.9 | Poor | 56.4 | E-16-EW |
| NBI report Bridgehunter | SPEER BLVD SBND | I 25 ML | IN DENVER | Concrete Frame (2 spans) | NR eligible | 1952 | -- | 83.0 | 258.9 | Poor | 59.3 | E-16-EO |
| NBI report | I 25 ML | RAMP TO I25 SB WALNUT ST | I25, SH33, US 40 INTERCHA | Concrete Frame (2 spans) | -- | 1952 | 1962 | 59.1 | 202.1 | Fair | 72.4 | F-16-DQ |
| NBI report | MISSISSIPPI AVE | SOUTH PLATTE RIVER | MISSISSIPPI AT SANTA FE | Prestressed Box Beam or girders - Single or Spread (4 spans) | -- | 1953 | 1992 | 48.9 | 202.1 | Fair | 62.4 | D-02-PR-220 |
| NBI report | YALE AVE | HIGHLINE CANAL | YALE AT HOLLY ST | Concrete Slab | -- | 1955 | -- | 27.6 | 37.4 | Fair | 84.4 | D-10-HC-160 |
| NBI report | 14TH AVE | CHERRY CREEK | 14TH AVE AT SPEER BLVD | Concrete Tee beam (2 spans) | -- | 1956 | -- | 44.9 | 95.5 | Fair | 57.3 | D-01-CC-140 |
| NBI report | 6TH AVE | CHERRY CREEK | 6TH AVE AT SPEER BLVD | Concrete Tee beam (2 spans) | -- | 1956 | -- | 50.9 | 106.0 | Fair | 64.0 | D-01-CC-200 |
| NBI report | FLORIDA AVE | SOUTH PLATTE RIVER | JUST E OF S PLATTE RIVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1956 | -- | 78.1 | 163.1 | Fair | 64.6 | D-02-PR-250 |
| NBI report | I 25 ML | W. MYRTLE PL. / RR | JUST N. OF 13TH AVE | Concrete Tee beam (3 spans) | -- | 1956 | 1991 | 57.1 | 139.1 | Fair | 60.3 | F-16-DC |
| NBI report | I 25 ML | 13TH AVE | IN DENVER | Concrete Tee beam (3 spans) | -- | 1956 | 2001 | 69.9 | 172.6 | Fair | 84.0 | F-16-EC |
| NBI report | 1ST AVE | CHERRY CREEK | SPEER BLVD. AT DOWNING ST | Concrete Tee beam (8 spans) | -- | 1957 | -- | 53.2 | 460.0 | Fair | 64.6 | D-01-CC-270 |
| NBI report | ARAPAHOE ST | CHERRY CREEK | ARAPAHOE AT SPEER BLVD | Concrete Slab (2 spans) | -- | 1957 | -- | 63.0 | 130.9 | Fair | 79.5 | D-01-CC-080 |
| NBI report | CORONA ST | CHERRY CREEK | CORONA ST AT SPEER BLVD | Concrete Tee beam (2 spans) | -- | 1957 | -- | 53.2 | 112.5 | Fair | 79.2 | D-01-CC-250 |
| NBI report | EB SPEER BLVD | BASE FILL MATERIAL | ARAPAHOE AT SPEER BLVD | Concrete Slab (9 spans) | -- | 1957 | -- | 12.1 | 124.0 | Fair | 90.5 | D-01-CC-083 |
| NBI report | EVANS AVE | SOUTH PLATTE RIVER | EVANS E OF PLATTE RIVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1957 | -- | 84.0 | 174.9 | Fair | 89.5 | D-02-PR-260A |
| NBI report | SH 88-FEDERAL BLVD | SANDERSON GULCH | Federal N of Evans Ave | Concrete Culvert (3 spans) | -- | 1957 | 2008 | 14.1 | 38.1 | Fair | 91.6 | F-16-AP |
| NBI report | LARIMER STREET | CHERRY CREEK | LARIMER ST AT SPEER BLVD | Concrete Tee beam (2 spans) | -- | 1958 | -- | 47.9 | 102.0 | Fair | 52.0 | D-01-CC-050 |
| NBI report | LAWRENCE STREET | CHERRY CREEK | BTWN SPEER BLVD/CHERRY CK | Prestressed Tee beam (2 spans) | -- | 1958 | -- | 71.9 | 163.4 | Fair | 90.8 | D-01-CC-070 |
| NBI report | LINCOLN ST | CHERRY CREEK | LINCOLN AT SPEER BLVD | Concrete Tee beam (2 spans) | -- | 1958 | -- | 62.0 | 128.9 | Fair | 59.2 | D-01-CC-190 |
| NBI report | WB 6TH AVE | SEMINOLE ROAD | 0.3 MI E OF I-25 | Steel Stringer/Multi-beam or girder | -- | 1958 | -- | 76.8 | 81.4 | Fair | 68.5 | D-03-V-170 |
| NBI report | SH 2 ML | HIGHLINE CANAL | WELLSHIRE GOLF COURSE | Concrete Tee beam | -- | 1958 | 1965 | 27.6 | 29.2 | Fair | 83.9 | F-17-CG |
| NBI report | I 25 ML | RR SPUR | JUST S OF 6th AVE INTCHNG | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1958 | 1998 | 55.1 | 147.3 | Fair | 77.8 | F-16-EG |
| NBI report | I 25 ML | 8TH AVE | IN DENVER | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1958 | 2001 | 75.1 | 153.6 | Fair | 71.3 | F-16-DX |
| NBI report | WB 6TH AVE | RR AND LIPAN STREET | 0.35 MI EAST OF I25 | Steel Stringer/Multi-beam or girder (19 spans) | -- | 1958 | 2008 | 95.1 | 1344.9 | Fair | 55.1 | D-03-V-160 |
| NBI report | I 70 ML EBND | UP RR | DENVER | Concrete Tee beam (3 spans) | -- | 1960 | -- | 84.0 | 213.3 | Poor | 40.7 | E-17-EW |
| NBI report | CHERRY CREEK DR | GOLDSMITH GULCH | E OF MONACO PKWY | Steel Culvert (3 spans) | -- | 1960 | 1995 | 12.5 | 44.6 | Fair | 84.4 | D-11-GG-010A |
| NBI report | SH 95 ML NBND | BEAR CREEK | Sheridan just N. of 285 | Concrete Tee beam (3 spans) | -- | 1961 | -- | 33.8 | 107.3 | Fair | 63.2 | F-16-FH |
| NBI report | SH 95 ML SBND | BEAR CREEK | SHERIDIAN JUST N OF US285 | Concrete Tee beam (3 spans) | -- | 1961 | -- | 33.8 | 107.3 | Fair | 61.5 | F-16-FI |
| NBI report | QUEBEC STREET | AIRLAWN ROAD | 0.2 MI SOUTH OF I70 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1961 | 1971 | 67.6 | 166.3 | Fair | 72.1 | D-04-BOST-041 |
| NBI report | 47TH AVE | SOUTH PLATTE RIVER | DENVER | Concrete Tee beam (4 spans) | -- | 1962 | -- | 75.5 | 272.0 | Fair | 69.8 | E-17-AF |
| NBI report | ARKINS CT | LOCAL DRAINAGE | ARKINS CT N OF 38TH ST | Concrete Culvert (3 spans) | -- | 1962 | -- | 13.8 | 36.7 | Good | 81.9 | D-02-PR-035 |
| NBI report | SH 35 ML | SAND CREEK | ON QUEBEC, 0.1 MI N I70 | Concrete Tee beam (6 spans) | -- | 1962 | 1978 | 55.1 | 331.4 | Poor | 50.3 | E-17-HD |
| NBI report | SH 2 ML NBND | I 70 ML | IN DENVER | Concrete Tee beam (4 spans) | -- | 1963 | -- | 65.3 | 210.0 | Fair | 74.0 | E-17-HT |
| NBI report | SH 2 ML SBND | I 70 ML | IN DENVER | Concrete Tee beam (4 spans) | -- | 1963 | -- | 65.3 | 210.0 | Fair | 73.3 | E-17-HU |
| NBI report | I 70 ML | US6,RR,CITY ST | 46TH AVE VIADUCT,IN DENVE | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 154.9 | 6267.4 | Poor | 46.0 | E-17-FX |
| NBI report | I 70 ML EBND | SH 35 ML | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 66.3 | 130.6 | Poor | 60.0 | E-17-GB |
| NBI report | I 70 ML EBND | MONACO STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 66.6 | 130.6 | Fair | 60.8 | E-17-GD |
| NBI report | I 70 ML EBND | HOLLY STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 65.6 | 130.6 | Fair | 88.4 | E-17-HX |
| NBI report | I 70 ML EBND | DAHLIA STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 66.6 | 130.6 | Fair | 89.8 | E-17-HZ |
| NBI report | I 70 ML WBND | UP RR | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 84.0 | 213.3 | Poor | 40.7 | E-17-DF |
| NBI report | I 70 ML WBND | SH 35 ML | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 65.6 | 130.9 | Poor | 60.0 | E-17-GA |
| NBI report | I 70 ML WBND | MONACO STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 66.6 | 130.9 | Fair | 60.8 | E-17-GC |
| NBI report | I 70 ML WBND | HOLLY STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 66.6 | 130.6 | Fair | 87.7 | E-17-HW |
| NBI report | I 70 ML WBND | DAHLIA STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1964 | -- | 66.6 | 130.6 | Fair | 88.8 | E-17-HY |
| NBI report | MONACO PKWY | HIGHLINE CANAL | MONACO NORTH OF YALE AVE | Prestressed Tee beam | -- | 1964 | -- | 42.0 | 45.9 | Fair | 63.9 | D-10-HC-180 |
| NBI report | MONACO PRKWY | CHERRY CREEK | MONACO AT CHERRY CREEK DR | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 67.9 | 182.1 | Fair | 58.6 | D-01-CC-320 |
| NBI report | PEORIA ST | MONTBELLO DITCH | PEORIA AT 49TH | Concrete Culvert (3 spans) | -- | 1964 | -- | 6.6 | 20.3 | Good | 94.8 | D-20-MB-430 |
| NBI report | PERRY STREET | US 6 ML | IN DENVER | Steel Stringer/Multi-beam or girder | -- | 1964 | -- | 88.6 | 90.9 | Fair | 80.1 | F-16-GG |
| NBI report | YALE AVE | HIGHLINE CANAL | YALE E OF MONACO PRKWY | Prestressed Tee beam | -- | 1964 | -- | 41.0 | 45.6 | Fair | 69.6 | D-10-HC-190 |
| NBI report | YALE AVE | HIGHLINE CANAL | YALE W OF QUEBEC ST | Prestressed Tee beam | -- | 1964 | -- | 42.0 | 45.9 | Fair | 73.0 | D-10-HC-240 |
| NBI report | EB 6TH AVENUE | RR SEMINOLE AND LIPAN | FROM I25 TO KALAMATH | Steel Stringer/Multi-beam or girder (18 spans) | -- | 1965 | -- | 89.9 | 1430.2 | Fair | 73.0 | D-03-V-161 |
| NBI report | FRANKLIN ST | SOUTH PLATTE RIVER | FRANKLIN AT 53RD AVENUE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1965 | -- | 76.4 | 310.4 | Fair | 97.0 | D-02-PR-010 |
| NBI report | I 70 ML | ZUNI STREET | DENVER | Concrete Tee beam (3 spans) | -- | 1965 | -- | 65.9 | 121.1 | Fair | 67.2 | E-16-EY |
| NBI report | NB UNIVERSITY BLVD | CHERRY CREEK | JUST S OF CHERRY CREEK N | Steel Stringer/Multi-beam or girder | -- | 1965 | -- | 81.0 | 84.0 | Fair | 75.2 | D-01-CC-281 |
| NBI report | RICHTHOFEN PLACE | WESTERLY CREEK | RICHTHOFEN AND XANTHIA | Concrete Culvert (2 spans) | -- | 1965 | -- | 9.8 | 20.7 | Good | 97.0 | D-21-WYC-030 |
| NBI report | US 287 ML | I 70 ML | DENVER, FEDERAL BLVD. | Prestressed Tee beam (3 spans) | -- | 1965 | -- | 113.9 | 202.1 | Fair | 93.6 | E-16-FJ |
| NBI report | SH 121 ML | DRAW | S.W. PLAZA S OF MCDONALDS | Concrete Culvert (2 spans) | -- | 1965 | 1973 | 9.8 | 21.0 | Fair | 56.0 | F-16-DL |
| NBI report | SH 30 ML/HAMPDEN | GOLDSMITH GULCH | AT TIFFANY PLAZA IN DENVE | Concrete Culvert (3 spans) | -- | 1965 | 1975 | 13.1 | 32.2 | Fair | 70.0 | F-17-BJ |
| NBI report | I 70 ML | PEORIA STREET | IN DENVER | Concrete Tee beam (4 spans) | -- | 1965 | 1978 | 44.0 | 155.8 | Fair | 95.6 | E-17-IQ |
| NBI report | MONACO PARKWAY | GOLDSMITH GULCH | AT COLO DR & JEWELL | Concrete Culvert (3 spans) | -- | 1965 | 1995 | 14.1 | 44.6 | Fair | 64.8 | D-11-GG-050A |
| NBI report | I 70 ML | LOWELL BLVD | DENVER | Concrete Tee beam (3 spans) | -- | 1966 | -- | 78.4 | 142.1 | Fair | 57.8 | E-16-DN |
| NBI report | I 70 ML | TENNYSON STREET | ½ MI. E. OF HWY 95 | Concrete Tee beam (3 spans) | -- | 1966 | -- | 66.9 | 151.3 | Fair | 72.0 | E-16-DY |
| NBI report | LOGAN ST | EAST HARVARD GULCH | LOGAN AT EAST HARVARD | Concrete Culvert | -- | 1966 | -- | 19.7 | 40.0 | Fair | 95.9 | D-13-HGE-020 |
| NBI report | MONACO PKWY | GOLDSMITH GULCH | AT EVANS AVE | Concrete Culvert (2 spans) | -- | 1966 | -- | 21.7 | 44.6 | Fair | 67.8 | D-11-GG-080 |
| NBI report | MEXICO AVE | GOLDSMITH GULCH | E OF MONACO PKWY | Concrete Culvert (3 spans) | -- | 1966 | 1995 | 9.8 | 33.1 | Good | 96.6 | D-11-GG-040 |
| NBI report | ADAMS ST | EAST HARVARD GULCH | ADAMS AND VASSAR AVE | Concrete Culvert (6 spans) | -- | 1967 | -- | 9.8 | 67.9 | Good | 81.1 | D-13-HGE-240 |
| NBI report | ALLEY | EAST HARVARD GULCH | BTWN DOWNING AND MARION | Concrete Slab | -- | 1967 | -- | 27.6 | 30.2 | Good | 51.5 | D-13-HGE-050 |
| NBI report | ALLEY | EAST HARVARD GULCH | ALLEY BTWN MARION & L | Concrete Slab | -- | 1967 | -- | 25.9 | 28.5 | Fair | 73.6 | D-13-HGE-070 |
| NBI report | ALLEY | EAST HARVARD GULCH | BTWN LAFAYETTE & HUMB | Concrete Slab | -- | 1967 | -- | 25.9 | 28.9 | Good | 47.9 | D-13-HGE-090 |
| NBI report | ALLEY | EAST HARVARD GULCH | BTWN WILLIAMS & HIGH | Concrete Slab | -- | 1967 | -- | 28.9 | 31.5 | Good | 52.0 | D-13-HGE-140 |
| NBI report | ALLEY | EAST HARVARD GULCH | BTWN STEELE AND ADAMS | Concrete Slab (2 spans) | -- | 1967 | -- | 22.0 | 47.6 | Fair | 72.8 | D-13-HGE-230 |
| NBI report | COLUMBINE ST | EAST HARVARD GULCH | COLUMBINE ST N OF YALE | Concrete Slab (2 spans) | -- | 1967 | -- | 24.6 | 52.8 | Fair | 96.9 | D-13-HGE-210 |
| NBI report | COOK ST | EAST HARVARD GULCH | COOK N OF VASSAR AVE | Concrete Slab (2 spans) | -- | 1967 | -- | 20.3 | 43.6 | Good | 94.7 | D-13-HGE-250 |
| NBI report | FRANKLIN ST | EAST HARVARD GULCH | FRANKLIN & E HARVARD | Concrete Slab | -- | 1967 | -- | 27.6 | 30.2 | Good | 73.9 | D-13-HGE-110 |
| NBI report | GILPIN ST | EAST HARVARD GULCH | GILPIN AT HARVARD AVE | Concrete Slab | -- | 1967 | -- | 27.6 | 29.9 | Fair | 74.7 | D-13-HGE-120 |
| NBI report | HIGH ST | EAST HARVARD GULCH | HIGH ST & E HARVARD G | Concrete Slab | -- | 1967 | -- | 28.9 | 31.5 | Fair | 78.4 | D-13-HGE-150 |
| NBI report | HUMBOLDT ST | EAST HARVARD GULCH | HUMBOLDT & E HARVARD | Concrete Slab | -- | 1967 | -- | 25.9 | 28.9 | Good | 70.9 | D-13-HGE-100 |
| NBI report | IRVING ST | SANDERSON GULCH | BTWN IOWA AND MEXICO | Concrete Culvert (2 spans) | -- | 1967 | -- | 9.8 | 21.0 | Fair | 94.7 | D-12-SG-090 |
| NBI report | JACKSON ST | EAST HARVARD GULCH | JACKSON ST N OF EAST YALE | Concrete Slab | -- | 1967 | -- | 29.9 | 32.8 | Good | 76.2 | D-13-HGE-280 |
| NBI report | JOSEPHINE ST | EAST HARVARD GULCH | JOSEPHINE ST N OF YALE AV | Concrete Slab (2 spans) | -- | 1967 | -- | 24.6 | 52.8 | Fair | 96.9 | D-13-HGE-200 |
| NBI report | LAFAYETTE ST | EAST HARVARD GULCH | LAFAYETTE & E HARVARD | Concrete Slab | -- | 1967 | -- | 25.9 | 28.5 | Good | 72.3 | D-13-HGE-080 |
| NBI report | MADISON ST | EAST HARVARD GULCH | MADISON ST N OF VASSAR AV | Concrete Slab (2 spans) | -- | 1967 | -- | 17.1 | 37.7 | Fair | 91.9 | D-13-HGE-260 |
| NBI report | MONROE ST | EAST HARVARD GULCH | MONROE ST N OF VASSAR AVE | Concrete Slab (2 spans) | -- | 1967 | -- | 17.1 | 39.0 | Good | 89.2 | D-13-HGE-270 |
| NBI report | RACE ST | EAST HARVARD GULCH | RACE ST AT E HARVARD AVE | Concrete Slab | -- | 1967 | -- | 30.5 | 33.1 | Good | 81.0 | D-13-HGE-160 |
| NBI report | S MARION ST | EAST HARVARD GULCH | S MARION ST & HARVARD | Concrete Slab | -- | 1967 | -- | 25.9 | 28.5 | Fair | 93.9 | D-13-HGE-060 |
| NBI report | UNIVERSITY BLVD | EAST HARVARD GULCH | UNIVERSITY AT VASSAR AVE | Concrete Culvert (5 spans) | -- | 1967 | -- | 13.1 | 68.9 | Fair | 63.6 | D-13-HGE-190 |
| NBI report | WILLIAMS ST | EAST HARVARD GULCH | AT E HARVARD GULCH | Concrete Slab | -- | 1967 | -- | 27.6 | 30.2 | Fair | 72.3 | D-13-HGE-130 |
| NBI report | YORK ST | EAST HARVARD GULCH | YORK ST N OF VASSAR AVE | Concrete Culvert (5 spans) | -- | 1967 | -- | 12.8 | 68.9 | Good | 96.9 | D-13-HGE-180 |
| NBI report | I 270 ML EBND | I 70 ML | DENVER | Concrete Box beam or girders - Multiple (4 spans) | -- | 1968 | -- | 106.0 | 347.1 | Poor | 30.7 | E-17-KR |
| NBI report | OLD WADSWORTH BLVD | SOUTHWESTERLY GULCHES | BTWN WDSWRTH-MARSTON | Concrete Culvert (2 spans) | -- | 1968 | 1986 | 11.5 | 24.0 | Fair | 96.7 | D-26-SWG-010 |
| NBI report | 52ND AVE | CLEAR CREEK | 0.35 MI WEST OF SHERIDAN | Concrete Tee beam (2 spans) | -- | 1969 | -- | 53.2 | 113.9 | Fair | 92.7 | D-09-CLC-010 |
| NBI report | DEDISSE PARK RD | BEAR CREEK TRIB | 0.6 MI W OF SH 74 | Concrete Arch - Deck | -- | 1970 | -- | 24.0 | 25.9 | Fair | 89.9 | D-27-MP-100 |
| NBI report | WEST 8TH AVENUE | WEIR GULCH | EAST OF FEDERAL BLVD | Concrete Culvert | -- | 1970 | -- | 28.5 | 28.5 | Fair | 72.6 | D-17-WG-200 |
| NBI report | I 225 ML | GOLDSMITH GULCH | IN DENVER | Concrete Culvert (2 spans) | -- | 1971 | -- | 12.1 | 24.9 | Fair | 70.0 | F-17-ES |
| NBI report | ILIFF AVE | GOLDSMITH GULCH | E OF MONACO PKWY | Concrete Culvert (2 spans) | -- | 1971 | -- | 14.8 | 30.5 | Good | 93.1 | D-11-GG-090 |
| NBI report | YOSEMITE STREET | I 225 ML | IN DENVER | Concrete Box beam or girders - Multiple (2 spans) | -- | 1971 | 1977 | 129.9 | 262.5 | Fair | 84.2 | F-17-GL |
| NBI report | CORNELL AVENUE | GOLDSMITH GULCH | JUST W OF TAMARAC DRIVE | Concrete Culvert (5 spans) | -- | 1971 | 1996 | 14.1 | 70.9 | Fair | 81.9 | D-11-GG-120A |
| NBI report | SANDOWN ROAD | QUEBEC STREET | 0.4 MI SOUTH OF I70 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1971 | 1998 | 91.9 | 184.4 | Fair | 60.5 | D-04-BOST-040 |
| NBI report | SMITH ROAD | QUEBEC STREET | 0.5 MI SOUTH OF I70 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1971 | 1998 | 91.9 | 184.4 | Fair | 53.7 | D-04-BOST-030 |
| NBI report | DAYTON ST | HIGHLINE CANAL | DAYTON AT E KENTUCKY RD | Prestressed Tee beam | -- | 1972 | -- | 29.9 | 33.1 | Fair | 84.1 | D-10-HC-330 |
| NBI report | EVANS AVENUE | SANTA FE DRIVE/RR | EVANS OVER SANTA FE | Steel Stringer/Multi-beam or girder (9 spans) | -- | 1972 | -- | 95.1 | 769.1 | Fair | 83.3 | D-03-V-180 |
| NBI report | JEWELL AVENUE | GOLDSMITH GULCH | JEWELL AT MONACO PKWY | Concrete Culvert (2 spans) | -- | 1972 | -- | 16.1 | 33.1 | Good | 86.9 | D-11-GG-070 |
| NBI report | QUINCY AVE | GOLDSMITH GULCH | JUST NE OF TAMARAC STREET | Steel Culvert (2 spans) | -- | 1972 | -- | 12.8 | 29.9 | Fair | 95.8 | D-11-GG-190 |
| NBI report | US 85 ML SBND | SOUTH PLATTE RIVER | IN DENVER ON SO SANTA FE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1972 | -- | 105.6 | 214.6 | Fair | 70.3 | F-16-IL |
| NBI report | 31ST ST | SOUTH PLATTE RIVER | 31ST ST AT ARKINS CT | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1974 | -- | 98.1 | 204.1 | Fair | 79.4 | D-02-PR-050 |
| NBI report | 15TH ST | SOUTH PLATTE RIVER | E OF PLATTE DRIVE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1975 | -- | 99.1 | 202.1 | Fair | 76.3 | D-02-PR-070A |
| NBI report | HOLLY ST | HIGHLINE CANAL | HOLLY AND ILIFF AVE | Steel Stringer/Multi-beam or girder | -- | 1975 | -- | 34.1 | 37.1 | Fair | 95.2 | D-10-HC-170 |
| NBI report | I 225 ML NBND | TAMARAC PARKWAY | IN DENVER | Concrete Box beam or girders - Multiple (2 spans) | -- | 1975 | -- | 105.3 | 221.5 | Good | 94.5 | F-17-GR |
| NBI report | I 225 ML SBND | TAMARAC PARKWAY | 0.7 MI E OF I25 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1975 | -- | 105.6 | 215.2 | Good | 95.4 | F-17-GQ |
| NBI report | 38TH ST | SOUTH PLATTE RIVER | JUST NORTH OF ARKINS CT | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1976 | -- | 128.0 | 266.1 | Fair | 95.8 | D-02-PR-040 |
| NBI report | ALLEY | WEIR GULCH | ALLEY E OF PERRY ST | Concrete Culvert | -- | 1976 | -- | 24.9 | 24.9 | Good | 78.0 | D-17-WG-100 |
| NBI report | CHAMPA ST | CHERRY CREEK | CHAMPA AT SPEER BLVD | Concrete Box beam or girders - Multiple (2 spans) | -- | 1976 | -- | 50.9 | 109.9 | Fair | 75.9 | D-01-CC-100 |
| NBI report | CUSTER PLACE | WEIR GULCH | E OF SHERIDAN AT 500 BLOC | Concrete Culvert (2 spans) | -- | 1976 | -- | 9.8 | 20.7 | Fair | 73.1 | D-17-WG-030 |
| NBI report | I 225 ML NBND | ULSTER ST. | 0.2 MI E. OF I25 | Concrete Box beam or girders - Multiple (3 spans) | -- | 1976 | -- | 129.9 | 333.0 | Fair | 95.1 | F-17-FV |
| NBI report | I 225 ML NBND+RAMP | ULSTER ST. | IN DENVER | Concrete Box beam or girders - Multiple (3 spans) | -- | 1976 | -- | 101.4 | 195.5 | Fair | 90.0 | F-17-FZ |
| NBI report | I 225 ML SBND | ULSTER ST. | IN DENVER | Concrete Box beam or girders - Multiple (3 spans) | -- | 1976 | -- | 104.0 | 190.3 | Fair | 94.0 | F-17-FU |
| NBI report | PERRY ST | WEIR GULCH | NORTH OF 1ST AVENUE | Concrete Culvert | -- | 1976 | -- | 27.9 | 27.9 | Fair | 96.5 | D-17-WG-110 |
| NBI report | QUITMAN ST | WEIR GULCH | NORTH OF 1ST AVENUE | Concrete Culvert | -- | 1976 | -- | 20.3 | 20.3 | Fair | 86.5 | D-17-WG-090 |
| NBI report | RAMP TO TAMARAC | I 225 ML NBND R | IN DENVER | Concrete Box beam or girders - Multiple (3 spans) | -- | 1976 | -- | 122.1 | 319.9 | Fair | 71.0 | F-17-GW |
| NBI report | SH 83 ML | HIGHLINE CANAL | PARKER RD & MISSISSIPPI | Concrete Culvert | -- | 1976 | -- | 45.9 | 45.9 | Fair | 77.3 | F-17-HB |
| NBI report | VIRGINIA AVENUE | WEIR GULCH | E OF SHERIDAN AT 500 BLOC | Concrete Culvert (2 spans) | -- | 1976 | -- | 9.8 | 20.7 | Good | 96.9 | D-17-WG-050 |
| NBI report | WOLFF STREET | WEIR GULCH | E OF SHERIDAN AT 600 BLOC | Concrete Culvert (2 spans) | -- | 1976 | -- | 13.8 | 28.9 | Fair | 92.6 | D-17-WG-020 |
| NBI report | WOLFF STREET | WEIR GULCH | E OF SHERIDAN AT 500 BLOC | Concrete Culvert (2 spans) | -- | 1976 | -- | 9.8 | 20.7 | Good | 91.3 | D-17-WG-040 |
| NBI report | 1ST AVENUE | WEIR GULCH | BTWN RALEIGH & QUITMA | Concrete Culvert (2 spans) | -- | 1977 | -- | 12.1 | 25.3 | Good | 88.6 | D-17-WG-080 |
| NBI report | 6 DIFFERENT STREET | WEIR GULCH | OSCEOLA TO KNOX CT | Concrete Culvert (2 spans) | -- | 1977 | -- | 9.8 | 20.7 | Fair | 65.0 | D-17-WG-150 |
| NBI report | UTICA ST | WEIR GULCH | AT BAYAUD STREET | Concrete Culvert (2 spans) | -- | 1977 | -- | 21.7 | 44.0 | Fair | 96.0 | D-17-WG-070 |
| NBI report | 48TH AVE | RR YARD/ACCESS ROAD | 48TH BTWN FOX+KALAMATH | Prestressed Stringer/Multi-beam or girder (11 spans) | -- | 1978 | -- | 107.9 | 1143.1 | Fair | 57.9 | D-03-V-010 |
| NBI report | EASTMAN AVENUE | GOLDSMITH GULCH | JUST W OF TAMARAC DR | Concrete Culvert (4 spans) | -- | 1978 | -- | 12.5 | 47.9 | Fair | 93.6 | D-11-GG-130 |
| NBI report | HOOKER ST | WEIR GULCH | AT 3RD AVENUE | Concrete Culvert (3 spans) | -- | 1979 | -- | 13.1 | 39.4 | Poor | 63.5 | D-17-WG-180 |
| NBI report | YOSEMITE ST | HIGHLINE CANAL | .1 MI N OF CORNELL | Concrete Culvert | -- | 1979 | -- | 28.2 | 28.2 | Fair | 80.5 | D-10-HC-280 |
| NBI report | ZUNI STREET | SANDERSON GULCH | JUST S OF FLORIDA AVENUE | Concrete Culvert (2 spans) | -- | 1979 | -- | 13.1 | 27.6 | Fair | 96.6 | D-12-SG-130 |
| NBI report | EVERGREEN LAKE RD | BEAR CREEK | @ INLET TO EVERGREEN LAKE | Steel Stringer/Multi-beam or girder | -- | 1980 | -- | 26.2 | 28.2 | Poor | 40.4 | D-27-MP-070 |
| NBI report | CHAMBERS ROAD | MONTBELLO DITCH | AT 46TH AVENUE | Concrete Culvert (3 spans) | -- | 1980 | 2000 | 5.9 | 21.0 | Fair | 94.3 | D-20-MB-640 |
| NBI report | DECATUR STREET | WEIR GULCH | DECATUR BTWN BARBERRY/9TH | Concrete Culvert (2 spans) | -- | 1981 | -- | 13.8 | 28.5 | Fair | 99.6 | D-17-WG-211 |
| NBI report | QUEBEC ST | HIGHLINE CANAL | QUEBEC ST AT WESLEY AVE | Concrete Frame | -- | 1981 | -- | 27.9 | 30.8 | Fair | 94.2 | D-10-HC-261 |
| NBI report | SPEER BLVD | CHERRY CREEK | SPEER BLVD AT LAWRENCE ST | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1981 | -- | 113.2 | 240.2 | Fair | 74.8 | D-01-CC-060 |
| NBI report | SH 95 ML | SLOAN LAKE DRAINAGE | IN DENVER | Concrete Culvert (4 spans) | -- | 1982 | -- | 6.9 | 32.8 | Good | 95.4 | F-16-KT |
| NBI report | 12TH AVE | WESTERLY CREEK | ALLEY E OF XANTHIA ST | Concrete Culvert (2 spans) | -- | 1983 | -- | 10.5 | 22.0 | Good | 96.9 | D-21-WYC-020 |
| NBI report | BOSTON ST | HIGHLINE CANAL | 0.1 MI NORTH OF CORNELL | Steel Stringer/Multi-beam or girder | -- | 1983 | -- | 32.2 | 42.0 | Fair | 75.7 | D-10-HC-290 |
| NBI report | DOWNING ST | CHERRY CREEK | DOWNING ST AT SPEER BLVD | Prestressed Tee beam (2 spans) | -- | 1983 | -- | 50.9 | 109.9 | Fair | 77.8 | D-01-CC-260A |
| NBI report | NB QUEBEC ST | CHERRY CREEK | QUEBEC AT CHERRY CREEK DR | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1983 | -- | 98.1 | 247.1 | Fair | 73.8 | D-01-CC-333 |
| NBI report | BANNOCK ST | MISSISSIPPI AVENUE | BANNOCK AT MISSISSIPPI AV | Prestressed Slab (2 spans) | -- | 1984 | -- | 39.7 | 70.2 | Good | 94.0 | D-04-BOST-100 |
| NBI report | BLAKE ST | CHERRY CREEK | BTWN 14 ST & SPEER BL | Prestressed Tee beam (2 spans) | -- | 1984 | -- | 61.0 | 128.3 | Fair | 77.2 | D-01-CC-030A |
| NBI report | LAWRENCE STREET | TABOR CNTR-PRKING GARAGE | BETWEEN 16TH AND 17TH STR | Prestressed Tee beam (15 spans) | -- | 1984 | -- | 35.1 | 413.4 | Fair | 87.1 | D-28-MS-130 |
| NBI report | SERVICE ROAD | MISSISSIPPI AVENUE | BTWN BROADWAY AND SANTA | Prestressed Slab (2 spans) | -- | 1984 | -- | 36.4 | 70.2 | Good | 96.0 | D-04-BOST-110 |
| NBI report | US 40 ML | I25,RDWY,RR,S PLATTE RVR | COLFAX AVE AT I25 | Prestressed Stringer/Multi-beam or girder (37 spans) | -- | 1984 | -- | 150.9 | 4383.1 | Fair | 87.8 | F-16-JX |
| NBI report | 8TH AVE | RAILROAD AND NAVAJO ST | MARIPOSA TO VALLEJO | Steel Box Beam or girders - Single or Spread (19 spans) | -- | 1985 | -- | 136.2 | 2370.2 | Fair | 75.1 | D-03-V-150A |
| NBI report | BALSAM ST | SOUTHWESTERLY GULCHES | 1/2 MI S OF QUINCY AVE | Concrete Culvert (2 spans) | -- | 1985 | -- | 16.1 | 33.8 | Fair | 84.2 | D-26-SWG-015 |
| NBI report | CRESTLINE AVE | SOUTHWESTERLY GULCHES | 1/4 MI W OF WADSWORTH | Concrete Culvert (3 spans) | -- | 1985 | -- | 17.1 | 45.9 | Fair | 97.8 | D-26-SWG-034 |
| NBI report | LOGAN ST | CHERRY CREEK | LOGAN AT SPEER BLVD | Prestressed Box beam or girders - Multiple | -- | 1985 | -- | 108.3 | 115.2 | Good | 79.0 | D-01-CC-220A |
| NBI report | MARKET ST | CHERRY CREEK | MARKET ST AT SPEER BLVD | Prestressed Slab (2 spans) | -- | 1985 | -- | 39.0 | 84.3 | Good | 76.2 | D-01-CC-040A |
| NBI report | PRINCETON AVE | GOLDSMITH GULCH | W OF TAMARAC DRIVE | Concrete Culvert (2 spans) | -- | 1985 | -- | 16.4 | 33.5 | Fair | 96.8 | D-11-GG-180A |
| NBI report | ROSEMARY WAY | GOLDSMITH GULCH | JUST W OF TAMARAC DRIVE | Concrete Culvert (2 spans) | -- | 1985 | -- | 16.4 | 33.8 | Fair | 96.8 | D-11-GG-170A |
| NBI report | STOUT ST | CHERRY CREEK | STOUT AT SPEER BLVD | Prestressed Box beam or girders - Multiple | -- | 1985 | -- | 81.0 | 86.9 | Good | 79.2 | D-01-CC-110A |
| NBI report | WAZEE ST | CHERRY CREEK | WAZEE ST AT 14TH STREET | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1985 | -- | 59.1 | 124.7 | Fair | 76.5 | D-01-CC-020 |
| NBI report | BELLEVIEW AVE | GOLDSMITH GULCH | JUST E OF DTC BLVD | Concrete Frame | -- | 1986 | -- | 59.7 | 63.7 | Fair | 76.9 | D-11-GG-200 |
| NBI report | GRANT ST | CHERRY CREEK | GRANT ST AT SPEER BLVD | Prestressed Tee beam (2 spans) | -- | 1986 | -- | 47.9 | 100.7 | Good | 79.0 | D-01-CC-210A |
| NBI report | QUINCY AVE | SOUTHWESTERLY GULCHES | .35 MI W SHERIDAN BLVD | Concrete Culvert (2 spans) | -- | 1986 | -- | 14.1 | 29.9 | Fair | 68.4 | D-26-SWG-005 |
| NBI report | RAMP TO US 85 NBND | RAMP TO US 85 NBND[NE] R | 2.09 MI N OF JCT US 285 | Prestressed Box beam or girders - Multiple (6 spans) | -- | 1986 | -- | 128.0 | 632.6 | Good | 98.7 | F-16-PM |
| NBI report | RAMP TO US 85 SBND | RAMP TO US 85 SBND[SW] R | 2.07 MI N OF JCT US 285 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1986 | -- | 78.7 | 104.0 | Fair | 99.7 | F-16-PO |
| NBI report | RAMP/EVANS AVE NW | RAMP TO EVANS AVE[NW] R | 2.10 MI N OF JCT US 285 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1986 | -- | 95.1 | 119.1 | Good | 99.7 | F-16-PN |
| NBI report | RAMP/EVANS AVE SE | RAMP TO EVANS AVE[SE] R | 2.06 MI N OF JCT US 285 | Prestressed Box Beam or girders - Single or Spread (5 spans) | -- | 1986 | -- | 124.0 | 489.2 | Good | 99.7 | F-16-PL |
| NBI report | AURARIA PKWY RAMP | I25,RAMPS AND WALNUT | RAMP OVER I25 TO SB I25 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1987 | -- | 205.1 | 587.0 | Fair | 92.8 | F-16-NX |
| NBI report | CLARKSON ST | CHERRY CREEK | CLARKSON AT SPEER BLVD | Concrete Frame (2 spans) | -- | 1987 | -- | 46.9 | 109.9 | Good | 96.5 | D-01-CC-240A |
| NBI report | EB6 RMP. TO I25 SB | RAMP TO I 25 SBND R | I25/US6 INTCHNG IN DENVER | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1987 | -- | 149.9 | 539.1 | Fair | 89.9 | F-16-OE |
| NBI report | RAMP TO I 25 ML | SOUTH PLATTE RIVER R | IN DENVER | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1987 | -- | 128.9 | 361.9 | Good | 89.1 | F-16-NK |
| NBI report | US 40 RAMP | I25 ML,US40 ML,PLTE RVR | RAMP OVER I25 TO WB COLFA | Prestressed Stringer/Multi-beam or girder (13 spans) | -- | 1987 | -- | 170.9 | 1525.0 | Fair | 61.9 | F-16-NW |
| NBI report | WB AURARIA PKWY | 5TH STREET AND RAILROADS | WB AURARIA PKWY RAMP | Prestressed Box beam or girders - Multiple (8 spans) | -- | 1987 | -- | 131.6 | 946.2 | Good | 78.5 | D-03-V-210 |
| NBI report | 13TH AVE | SOUTH PLATTE RIVER | JUST WEST OF ZUNI STREET | Prestressed Slab (3 spans) | -- | 1988 | -- | 50.9 | 157.2 | Good | 91.0 | D-02-PR-130A |
| NBI report | 44TH AVE | I 25 ML | IN DENVER | Steel Box beam or girders - Multiple (3 spans) | -- | 1988 | -- | 161.8 | 352.1 | Fair | 83.9 | E-16-MO |
| NBI report | 6THAVERMP TOI25 NB | RAMP TO 8TH AVE R | IN DENVER | Prestressed Box beam or girders - Multiple (5 spans) | -- | 1988 | -- | 151.3 | 628.0 | Fair | 87.7 | F-16-OH |
| NBI report | BROADWAY | CHERRY CREEK | BROADWAY AT SPEER BLVD | Steel Box Beam or girders - Single or Spread | -- | 1988 | -- | 133.9 | 144.7 | Fair | 93.5 | D-01-CC-180A |
| NBI report | I25_EB AUR. PKWY | STEETS, RAMPS, RTD & | EB AURARIA PKWY | Prestressed Box beam or girders - Multiple (11 spans) | -- | 1988 | -- | 123.4 | 1252.4 | Fair | 75.1 | F-16-NY |
| NBI report | RAMP TO I 25 ML | BNSF RR R | I 25/US 6 INTCHNG IN DENV | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1988 | -- | 152.9 | 310.4 | Good | 92.1 | F-16-OK |
| NBI report | RAMP TO I 25 SBND | RAMP TO I 25 NBND R | I25, US40, SH33, INTCHNG | Prestressed Box beam or girders - Multiple | -- | 1988 | -- | 131.2 | 134.8 | Good | 96.1 | F-16-MX |
| NBI report | RAMP TO US 40 ML | RAMP TO US 40 ML R | N.W. CORNER OF I25/SH40 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1988 | -- | 118.1 | 366.2 | Good | 80.8 | F-16-NZ |
| NBI report | RMP TO I25/AUR.PKW | RMP TO I25 NB | IN DENVER | Prestressed Box Beam or girders - Single or Spread (3 spans) | -- | 1988 | -- | 104.0 | 359.9 | Fair | 99.7 | F-16-OB |
| NBI report | WBCOLFAX RMP/I25ML | BNSF RR R | I25, US40, SH33 INTCHNG | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1988 | -- | 129.9 | 362.9 | Good | 79.8 | F-16-OD |
| NBI report | 6TH AVE WB | RAMP TO I 25 SBND | JCT I25 + SH6 IN DENVER | Steel Box Beam or girders - Single or Spread (10 spans) | -- | 1989 | -- | 172.6 | 1194.0 | Good | 93.3 | F-16-OL |
| NBI report | 8TH AVENUE | CHERRY CREEK | 8TH AVE AT SPEER | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 87.9 | 90.9 | Fair | 75.2 | D-01-CC-170A |
| NBI report | BANNOCK ST | CHERRY CREEK | BANNOCK ST AT SPEER BLVD | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 81.0 | 83.7 | Fair | 77.5 | D-01-CC-172 |
| NBI report | HAVANA ST | SAND CREEK | 0.3 MI S OF SMITH ROAD | Prestressed Slab (4 spans) | -- | 1989 | -- | 83.7 | 300.5 | Good | 79.5 | D-19-SC-050A |
| NBI report | I 25 ML | RAMPS TO I 25/ I 70 | IN DENVER | Steel Box beam or girders - Multiple (3 spans) | -- | 1989 | -- | 118.1 | 359.3 | Good | 89.0 | E-16-GC |
| NBI report | N. BANNOCK ST | CHERRY CREEK | BANNOCK ST AT SPEER BLVD | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 80.1 | 82.4 | Good | 77.7 | D-01-CC-168 |
| NBI report | RAMP TO I 25 NBND | INTERCHANGE ROW R | JCT I-25 AT 6TH AVE IN DE | Prestressed Box beam or girders - Multiple (5 spans) | -- | 1989 | -- | 149.3 | 664.1 | Good | 97.5 | F-16-NO |
| NBI report | RAMP TO I 25 NBND | US 6 ML | JCT I25 + SH6 IN DENVER | Steel Box Beam or girders - Single or Spread (12 spans) | -- | 1989 | -- | 125.0 | 1378.3 | Poor | 33.8 | F-16-OG |
| NBI report | SB UNIVERSITY BLVD | CHERRY CREEK | S OF CHERRY CREEK DR | Steel Stringer/Multi-beam or girder | -- | 1989 | -- | 103.4 | 105.6 | Good | 76.2 | D-01-CC-282A |
| NBI report | 48TH AVENUE | FIRST CREEK | 0.3 MI WEST OF PICADILLY | Steel Culvert (4 spans) | -- | 1990 | -- | 25.9 | 109.9 | Fair | 84.3 | D-25-FC-040 |
| NBI report | EB SPEER BLVD | RAILROAD/RTD | .3 MILE E OF I-25 | Steel Box Beam or girders - Single or Spread | -- | 1990 | -- | 148.0 | 152.9 | Fair | 78.5 | D-06-BORR-050 |
| NBI report | SPEER BLVD EB | LITTLE RAVEN ST | 0.25 MI E OF PLATTE RIVER | Steel Arch - Thru | -- | 1990 | -- | 95.1 | 111.6 | Fair | 73.4 | D-04-BOST-056 |
| NBI report Bridgehunter | SPEER BLVD WB | LITTLE RAVEN ST | 0.25 MI E OF PLATTE RIVER | Steel Arch - Thru | -- | 1990 | -- | 95.1 | 111.6 | Fair | 71.1 | D-04-BOST-055 |
| NBI report | WB SPEER BLVD | RAILROAD/RTD | .3 MILE E OF I-25 | Steel Box Beam or girders - Single or Spread | -- | 1990 | -- | 148.0 | 152.9 | Fair | 77.7 | D-06-BORR-040 |
| NBI report | I 70 ML EBND | I 25 ML & RAMPS | AT I 25 AND I 70 | Steel Box Beam or girders - Single or Spread (13 spans) | -- | 1991 | -- | 235.9 | 2294.7 | Fair | 85.2 | E-16-MR |
| NBI report | I 70 ML WBND | I 25 ML RAMPS | AT I 25 AND I 70 | Steel Box Beam or girders - Single or Spread (13 spans) | -- | 1991 | -- | 235.9 | 2294.7 | Fair | 89.6 | E-16-MS |
| NBI report | RAMP TO US 40 ML | RAMP TOPOGRAPHY R | I 25 NB RAMP E TO COLFAX | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1991 | -- | 125.0 | 442.6 | Good | 99.0 | F-16-RI |
| NBI report | RAMP/I 70 ML EBND | LINCOLN STREET | JUST EAST OF MOUSETRAP | Prestressed Box Beam or girders - Single or Spread | -- | 1991 | -- | 90.6 | 92.9 | Good | 88.6 | E-17-NT |
| NBI report | RAMP/I 70 ML WBND | LINCOLN STREET | JUST EAST OF MOUSETRAP | Prestressed Box Beam or girders - Single or Spread | -- | 1991 | -- | 90.6 | 92.9 | Fair | 93.6 | E-17-NU |
| NBI report | 19TH ST | SOUTH PLATTE RIVER | 19TH ST AT PLATTE RIVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1992 | -- | 103.0 | 205.7 | Good | 97.6 | D-02-PR-062 |
| NBI report | 76TH AVENUE | NB PENA BLVD | 4.2 MI EAST OF E-470 | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 169.6 | 180.5 | Fair | 96.2 | D-31-PB-650 |
| NBI report | 78TH AVE | THIRD CREEK TRIB | JUST NW OF JACKSON GAP RD | Concrete Culvert (2 spans) | -- | 1992 | -- | 11.5 | 24.0 | Fair | 93.8 | D-31-PB-510 |
| NBI report | I 25 ML | 48TH AVE, RR SPUR | IN DENVER | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1992 | -- | 89.2 | 182.4 | Fair | 87.9 | E-16-NW |
| NBI report | NB PENA BLVD | LOCAL DRAINAGE | 0.75 MI NORTH OF I-70 | Concrete Culvert (3 spans) | -- | 1992 | -- | 8.2 | 26.2 | Good | 80.2 | D-31-PB-110 |
| NBI report | NB PENA BLVD | TOWER ROAD | 5.0 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1992 | -- | 125.0 | 248.0 | Fair | 96.3 | D-31-PB-360 |
| NBI report | NB PENA BLVD | FUTURE PICADILLY RD | 0.4 MI EAST OF E-470 | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 182.4 | 187.7 | Fair | 93.3 | D-31-PB-420 |
| NBI report | NB PENA BLVD | GUN CLUB ROAD | 2.0 MI EAST OF E-470 | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 182.8 | 187.7 | Fair | 94.5 | D-31-PB-470 |
| NBI report | NB PENA BLVD | JACKSON GAP RD | 3.0 MI EAST OF E-470 | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 182.4 | 187.7 | Fair | 96.8 | D-31-PB-540 |
| NBI report | NB PENA BLVD | THIRD CREEK | 3.5 MI EAST OF E-470 | Concrete Culvert (2 spans) | -- | 1992 | -- | 9.8 | 21.0 | Fair | 77.5 | D-31-PB-630 |
| NBI report | PENA BLVD | SECOND CREEK | JUST EAST OF PICADILLY RD | Concrete Culvert (3 spans) | -- | 1992 | -- | 13.8 | 37.1 | Fair | 95.4 | D-31-PB-440 |
| NBI report | PRIVATE ACCESS RD | 15TH STREET | 0.1 MI E OF LITTLE RAVEN | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1992 | -- | 40.0 | 83.7 | Good | 79.3 | D-04-BOST-160 |
| NBI report | PRIVATE ACCESS RD | 15TH STREET | 0.1 MI E OF LITTLE RAVEN | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1992 | -- | 40.0 | 83.7 | Good | 79.3 | D-04-BOST-161 |
| NBI report | QUEENSBURG ROAD | SCOTTSBURG ROAD | S OF TERMINAL BLDG | Prestressed Box Beam or girders - Single or Spread | -- | 1992 | -- | 166.0 | 175.9 | Fair | 92.4 | D-31-PB-680 |
| NBI report | RMP I70EB TO I25NB | I 25 ML, I 70 ML,RAMPS R | DENVER, OVER MOUSETRAP | Steel Box Beam or girders - Single or Spread (11 spans) | -- | 1992 | -- | 210.0 | 1932.5 | Fair | 93.7 | E-16-ND |
| NBI report | SB PENA BLVD | LOCAL DRAINAGE | 0.75 MI NORTH OF I-70 | Concrete Culvert (3 spans) | -- | 1992 | -- | 8.2 | 26.2 | Good | 79.7 | D-31-PB-100 |
| NBI report | SB PENA BLVD | TOWER ROAD | 5.0 MI NORTH OF I-70 | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1992 | -- | 123.4 | 248.0 | Fair | 96.3 | D-31-PB-350 |
| NBI report | SB PENA BLVD | FUTURE PICADILLY RD | 0.4 MI EAST OF E-470 | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 182.4 | 187.7 | Fair | 92.3 | D-31-PB-410 |
| NBI report | SB PENA BLVD | GUN CLUB ROAD | 2.0 MI EAST OF E-470 | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 182.4 | 187.3 | Good | 92.6 | D-31-PB-460 |
| NBI report | SB PENA BLVD | JACKSON GAP ST | 3.0 MI EAST OF E-470 | Prestressed Box Beam or girders - Single or Spread | -- | 1992 | -- | 182.4 | 187.3 | Fair | 92.3 | D-31-PB-530 |
| NBI report | SB PENA BLVD | THIRD CREEK | 3.5 MI EAST OF E-470 | Concrete Culvert (2 spans) | -- | 1992 | -- | 9.8 | 21.0 | Good | 79.0 | D-31-PB-620 |
| NBI report | SCOTTSBURG ROAD | THIRD CREEK TRIB | S OF TERM BLDG NEAR SCOTT | Concrete Culvert (2 spans) | -- | 1992 | -- | 9.8 | 21.0 | Fair | 80.9 | D-31-PB-690 |
| NBI report | I 70 ML | BNSF RR, UP RR, RTD LR | DENVER, .4 MI W OF I-25 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1992 | 1997 | 158.8 | 448.2 | Fair | 79.0 | E-16-NJ |
| NBI report | UNION AVE EB | I-25 | UNION AVE OVER I-25 | Steel Box Beam or girders - Single or Spread (2 spans) | -- | 1992 | 2011 | 208.0 | 426.2 | Good | 80.5 | D-04-BOST-151 |
| NBI report | UNION AVE WB | I-25 | UNION AVE OVER I-25 | Steel Box Beam or girders - Single or Spread (2 spans) | -- | 1992 | 2011 | 208.0 | 426.2 | Good | 80.5 | D-04-BOST-150 |
| NBI report | E 2ND LEVEL PARK | PARKING LOT | EAST PARKING STRUCTURE | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 46.9 | 92.9 | Fair | 88.3 | D-31-PB-732 |
| NBI report | HOV RAMP | I 25 NBND R | HOV RAMP OVER I25 NBND | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1993 | -- | 234.9 | 620.1 | Fair | 97.8 | E-16-OP |
| NBI report | I 25 ML | STORM DRAINAGE | 0.1 MI. N. OF 20TH ST. | Concrete Culvert (3 spans) | -- | 1993 | -- | 18.0 | 58.1 | Fair | 70.0 | E-16-PI |
| NBI report | LEV 4 NE TERM RAMP | TERRAIN | NE CORNER TERM BLDG | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 59.7 | 61.4 | Fair | 99.1 | D-31-PB-781 |
| NBI report | LEV 4 NW TERM RAMP | TERRAIN | NW CORNER TERM BLDG | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 57.1 | 59.7 | Fair | 99.5 | D-31-PB-833 |
| NBI report | LEV 5 NE TERM RAMP | TERRAIN | NE CORNER TERM BLDG | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1993 | -- | 57.7 | 121.4 | Fair | 99.3 | D-31-PB-783 |
| NBI report | LEV 5 NW TERM RAMP | TERRAIN | NW CORNER TERM BLDG | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1993 | -- | 56.4 | 123.7 | Fair | 99.4 | D-31-PB-831 |
| NBI report | LEV 6 NE TERM RAMP | TERRAIN | NE CORNER TERM BLDG | Prestressed Box Beam or girders - Single or Spread (8 spans) | -- | 1993 | -- | 63.3 | 496.7 | Fair | 98.9 | D-31-PB-782 |
| NBI report | LEV 6 NW TERM RAMP | TERRAIN | NW CORNER TERM BLDG | Prestressed Box Beam or girders - Single or Spread (8 spans) | -- | 1993 | -- | 63.7 | 495.8 | Fair | 99.3 | D-31-PB-832 |
| NBI report | NB PENA BLVD | GREEN VALLEY RANCH BLVD | 1.0 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1993 | -- | 113.9 | 232.0 | Fair | 96.0 | D-31-PB-160 |
| NBI report | NB PENA BLVD | 56TH AVENUE | 1.5 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1993 | -- | 110.9 | 229.0 | Fair | 94.9 | D-31-PB-210 |
| NBI report | NB PENA BLVD | FIRST CREEK | 2.75 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple | -- | 1993 | -- | 136.2 | 144.4 | Fair | 96.2 | D-31-PB-230 |
| NBI report | NB PENA BLVD | SECOND CREEK TRIB | WEST OF TOWER ROAD | Prestressed Box beam or girders - Multiple | -- | 1993 | -- | 143.1 | 148.3 | Fair | 96.3 | D-31-PB-320 |
| NBI report | NE 2ND LEVEL PARK | PARKING LOT | EAST PARKING STRUCTURE | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 46.9 | 92.9 | Fair | 88.4 | D-31-PB-731 |
| NBI report | NW 2ND LEVEL PARK | PARKING LOT | WEST OF PARKING STRUCTURE | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 46.9 | 92.9 | Fair | 88.5 | D-31-PB-883 |
| NBI report | RAMP TO I 70 EBND | RAMP TO I 70 WBND R | MOUSETRAP IN DENVER | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 1993 | -- | 165.0 | 231.0 | Good | 96.6 | E-17-PC |
| NBI report | RAMP TO I 70 EBND | I 25 ML, RAMPS R | IN DENVER | Steel Box Beam or girders - Single or Spread (5 spans) | -- | 1993 | -- | 206.0 | 842.9 | Fair | 87.9 | E-17-PD |
| NBI report | RAMP TO I 70 EBND | RAMP TO I 25 SBND R | MOUSETRAP IN DENVER | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 1993 | -- | 98.1 | 247.4 | Fair | 96.2 | E-17-PO |
| NBI report | RAMP TO I 70 ML | 48TH AVE, RR SPUR R | 0.4 MI N. OF I25/I70 | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1993 | -- | 89.2 | 182.4 | Fair | 96.2 | E-16-NX |
| NBI report | RAMP TO I 70 WBND | RAMP TO I 70 WBND R | MOUSETRAP IN DENVER | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 1993 | -- | 217.9 | 548.6 | Fair | 96.7 | E-16-PJ |
| NBI report | RAMP/WASHINGTON ST | RAMP TO SB I-25 R | MOUSETRAP IN DENVER | Steel Box Beam or girders - Single or Spread (2 spans) | -- | 1993 | -- | 134.2 | 238.9 | Good | 97.8 | E-17-PP |
| NBI report | RMP/I25NB TO I70WB | RAMP TO I-25 SBND R | IN DENVER(MOUSETRAP) | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 1993 | -- | 165.0 | 231.0 | Good | 95.1 | E-17-PB |
| NBI report | SB PENA BLVD | GREEN VALLEY RANCH BLVD | 1.0 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1993 | -- | 107.6 | 226.4 | Fair | 96.1 | D-31-PB-150 |
| NBI report | SB PENA BLVD | 56TH AVENUE | 1.5 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1993 | -- | 110.9 | 229.0 | Fair | 96.2 | D-31-PB-200 |
| NBI report | SB PENA BLVD | FIRST CREEK | 2.75 MI NORTH OF I-70 | Prestressed Box beam or girders - Multiple | -- | 1993 | -- | 136.2 | 144.0 | Fair | 96.3 | D-31-PB-220 |
| NBI report | SB PENA BLVD | SECOND CREEK TRIB | WEST OF TOWER ROAD | Prestressed Box beam or girders - Multiple | -- | 1993 | -- | 143.1 | 148.3 | Fair | 96.3 | D-31-PB-310 |
| NBI report | SE 2ND LEVEL EXIT | 84TH AVENUE | SE OF EAST PARKING STRUCT | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 47.9 | 128.6 | Fair | 88.0 | D-31-PB-750 |
| NBI report | SE 2ND LEVEL PARK | PARKING LOT | EAST PARKING STRUCTURE | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 46.9 | 92.9 | Fair | 88.4 | D-31-PB-733 |
| NBI report | SW 2ND LEVEL ENT | 84TH AVENUE | SW CORNER WEST PARKING ST | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 48.9 | 128.6 | Fair | 88.2 | D-31-PB-850 |
| NBI report | SW 2ND LEVEL PARK | FUTURE PARKING LOT | WEST OF PARKING STRUCTURE | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 46.9 | 92.9 | Fair | 88.4 | D-31-PB-881 |
| NBI report | US 285 ML | SH 95 ML | HAMPDEN/SHERIDAN | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1993 | -- | 95.5 | 192.6 | Good | 93.0 | F-16-RT |
| NBI report | US 285 ML | BEAR CREEK | .2 MI E OF SHERIDAN BLVD | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1993 | -- | 121.1 | 250.3 | Good | 91.6 | F-16-RU |
| NBI report | W 2ND LEVEL PARK | PARKING LOT | WEST OF PARKING STRUCT | Prestressed Box Beam or girders - Single or Spread | -- | 1993 | -- | 46.9 | 92.9 | Fair | 88.4 | D-31-PB-882 |
| NBI report | 19TH ST RAMP | PRIVATE PARKING LOT ACCE | SE OF 20TH HOV/DUT RAMP | Concrete Slab (3 spans) | -- | 1994 | -- | 27.9 | 106.0 | Fair | 99.0 | D-03-V-047A |
| NBI report | 20TH HOV/DUT RAMP | RR/PARKING LOT | RAMP SO OF 20TH HOV @ E E | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1994 | -- | 191.9 | 370.1 | Fair | 99.7 | D-03-V-046 |
| NBI report | 20TH ST HOV | ROADS/RIVER/RR | NORTH OF 20TH ST | Prestressed Box beam or girders - Multiple (20 spans) | -- | 1994 | -- | 231.0 | 3417.2 | Fair | 67.3 | D-03-V-045(A) |
| NBI report | 20TH STREET | PLATTE STREET | 20TH ST OVER PLATTE STREE | Steel Box Beam or girders - Single or Spread | -- | 1994 | -- | 54.5 | 69.6 | Fair | 97.7 | D-03-V-054 |
| NBI report | 20TH STREET | I 25 ML | 20TH STREET OVER I25 | Steel Box Beam or girders - Single or Spread (2 spans) | -- | 1994 | -- | 141.7 | 280.5 | Fair | 97.2 | E-16-OO |
| NBI report | 22ND ST RAMP | COORS FLD LOT/RAILROAD | JUST W OF WAZEE STREET | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1994 | -- | 157.5 | 726.1 | Fair | 77.9 | D-03-V-034A |
| NBI report | ACCESS TO COORS FD | 20TH STREET | 0.2 MI W OF WYNKOOP | Prestressed Box Beam or girders - Single or Spread | -- | 1994 | -- | 86.0 | 91.9 | Fair | 88.0 | D-07-PO-023 |
| NBI report | EB 20TH ST | S PLATTE RIVER | E OF I-25 AT S PLATTE RIV | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 1994 | -- | 206.0 | 273.3 | Fair | 79.6 | D-03-V-051 |
| NBI report | FLORIDA AVENUE | HIGHLINE CANAL | 0.3 MI W OF PARKER ROAD | Concrete Slab (3 spans) | -- | 1994 | -- | 28.9 | 49.9 | Fair | 71.5 | D-10-HC-295 |
| NBI report | I70 NB RMP,.75 MI. | GLOBEVILLE RMP-NB I25 | 0.75 Miles South of I-70 | Prestressed Box Beam or girders - Single or Spread | -- | 1994 | -- | 149.9 | 156.2 | Fair | 92.0 | E-16-OQ |
| NBI report | PARK AVE WEST | BNSF RR AND S PLATTE R | WEST OF 22ND ST RAMP | Steel Stringer/Multi-beam or girder (10 spans) | -- | 1994 | -- | 212.0 | 1884.9 | Fair | 90.8 | D-03-V-030(A) |
| NBI report | RR ACCESS ROAD | 20TH STREET | 0.1 MI EAST OF LIPAN ST | Prestressed Box beam or girders - Multiple | -- | 1994 | -- | 89.9 | 96.5 | Good | 79.0 | D-05-RRBR-094-B |
| NBI report | WB 20TH ST | S PLATTE RIVER | JUST E OF I-25 | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 1994 | -- | 206.0 | 273.3 | Fair | 97.9 | D-03-V-052 |
| NBI report | 23RD ST RAMP | COORS FIELD LOT/RR | JUST W OF WAZEE STREET | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1995 | -- | 166.0 | 613.2 | Fair | 72.3 | D-03-V-032A |
| NBI report | 51ST AVENUE | MONTBELLO DITCH | JUST WEST OF HAVANA ST | Concrete Culvert (2 spans) | -- | 1995 | -- | 14.1 | 28.9 | Good | 84.6 | D-20-MB-332 |
| NBI report | CHERRY CK DR | STORM DRAINAGE | JUST E OF MONACO PKWY | Concrete Culvert (4 spans) | -- | 1995 | -- | 4.9 | 25.9 | Good | 99.5 | D-11-GG-005 |
| NBI report | DELGANY ST RAMP | RAILROAD | NORTH OF PARK AVE WEST | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1995 | -- | 145.0 | 304.1 | Fair | 79.3 | D-03-V-036A |
| NBI report | EASTBOUND 56TH AVE | MONTBELLO DITCH | JUST W OF HAVANA ST | Prestressed Slab | -- | 1995 | -- | 45.9 | 51.8 | Fair | 95.6 | D-20-MB-785 |
| NBI report | EB 56TH AVE | PEDESTRIAN PATH | 0.5 MI W OF HAVANA ST | Prestressed Slab (3 spans) | -- | 1995 | -- | 49.9 | 102.0 | Fair | 94.7 | D-20-MB-790 |
| NBI report | ELITCH CIRCLE | ELITCH PARKING LOT | .5 MI E OF I-25 S OF SPEE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1995 | -- | 87.9 | 363.2 | Fair | 82.4 | D-03-V-090 |
| NBI report | LITTLE RAVEN ST | CHERRY CREEK | 0.02 MI SOUTH OF 15TH ST | Steel Box Beam or girders - Single or Spread | -- | 1995 | -- | 107.6 | 113.5 | Good | 96.9 | D-01-CC-014 |
| NBI report | US 285 ML | RALEIGH STREET | 0.65 MI E OF SH 95 | Concrete Slab (3 spans) | -- | 1995 | -- | 42.0 | 96.5 | Good | 89.5 | F-16-RY |
| NBI report | YALE AVE | GOLDSMITH GULCH | AT ONEIDA STREET | Concrete Culvert (2 spans) | -- | 1995 | -- | 17.4 | 26.6 | Fair | 95.5 | D-11-GG-100A |
| NBI report | VALENTIA ST | HIGHLINE CANAL | .5 MI N MISSISSIPPI AVE | Metal Culvert | -- | 1995 | 2012 | 20.0 | 22.6 | Good | 77.9 | D-10-HC-326 |
| NBI report | E-470 NB | Pena Boulevard | 27.86 MI FROM I25 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1996 | -- | 150.3 | 443.9 | Good | 91.7 | E-470-27.86A |
| NBI report | E-470 SB | Pena Boulevard | 27.86 MI FROM I25 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1996 | -- | 148.3 | 443.9 | Good | 93.7 | E-470-27.86B |
| NBI report | I25 WBND RAMP | GLOBEVILLE ROAD | IN DENVER | Prestressed Slab | -- | 1996 | -- | 446.9 | 446.9 | Good | 96.9 | E-16-PK |
| NBI report | MONACO PARKWAY | RETENTION POND DRAINAGE | JUST SO OF JEWELL AVE | Concrete Culvert (3 spans) | -- | 1996 | -- | 7.9 | 28.5 | Good | 91.5 | D-11-GG-075 |
| NBI report | RAMP TO I 25 SBND | RAMP TO PARK AVE R | IN DENVER | Concrete Frame | -- | 1996 | -- | 105.3 | 111.6 | Fair | 94.8 | E-16-OR |
| NBI report | RAMP TO PARK AV R | RAMP TO 38TH STREET R | IN DENVER | Concrete Frame | -- | 1996 | -- | 150.9 | 163.1 | Fair | 96.9 | E-16-QQ |
| NBI report | SHERIDAN BLVD | SOUTHWESTERLY GULCHES | .35 MI N QUINCY AVENUE | Concrete Culvert (3 spans) | -- | 1996 | -- | 9.5 | 30.2 | Good | 79.3 | D-26-SWG-100A |
| NBI report | WEWATTA ST RAMP | RAILROAD | WEST OF PARK AVE WEST | Steel Stringer/Multi-beam or girder (5 spans) | -- | 1996 | -- | 142.1 | 618.5 | Fair | 77.9 | D-03-V-038A |
| NBI report | EB WEWATTA STREET | CHERRY CREEK | JUST EAST OF SPEER BLVD | Prestressed Box beam or girders - Multiple | -- | 1998 | -- | 89.2 | 98.4 | Fair | 78.3 | D-01-CC-019 |
| NBI report | I 25 ML | YALE AVE | IN DENVER | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1998 | -- | 112.9 | 214.2 | Good | 98.0 | F-17-MG |
| NBI report | RAMP TO PARK AVE | I 25 ML, RAMPS R | IN DENVER | Prestressed Box Beam or girders - Single or Spread (10 spans) | -- | 1998 | -- | 225.1 | 1624.4 | Fair | 95.0 | E-16-ON |
| NBI report | WB WEWATTA STREET | CHERRY CREEK | JUST EAST OF SPEER BLVD | Prestressed Box beam or girders - Multiple | -- | 1998 | -- | 88.9 | 97.4 | Good | 78.2 | D-01-CC-017 |
| NBI report | 10TH AVENUE | LAKEWOOD GULCH | JUST EAST OF PERRY STREET | Concrete Frame (2 spans) | -- | 1999 | -- | 24.0 | 54.1 | Good | 96.5 | D-16-LG-070A |
| NBI report | 47TH AVENUE | MONTBELLO DITCH | JUST WEST OF HAVANA | Concrete Culvert (2 spans) | -- | 1999 | -- | 12.1 | 24.9 | Fair | 83.1 | D-20-MB-692 |
| NBI report | COORS FIELD ACCESS | BROADWAY | 0.2 MI NORTH OF BLAKE | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 1999 | -- | 55.1 | 127.3 | Good | 90.0 | D-04-BOST-052 |
| NBI report | I 70 ML EB + HOV | SH 265 - BRIGHTON BLVD. | Denver- W end I70 elev. | Prestressed Tee beam | -- | 1999 | -- | 137.8 | 140.1 | Good | 85.0 | E-17-US |
| NBI report | I 70 WBND RAMP | OVER 46TH AVE. R | RAMP OVER 46TH AVE. | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 164.1 | 329.7 | Good | 84.0 | E-17-UV |
| NBI report | TOWER ROAD | LOCAL DRAINAGE | JUST SOUTH OF 62ND AVENUE | Concrete Culvert (2 spans) | -- | 1999 | -- | 14.1 | 28.9 | Fair | 78.1 | D-25-FC-029 |
| NBI report | TOWER ROAD OFF RAM | SECOND CREEK TRIB | SW OF PENA BLVD/TOWER ROA | Concrete Culvert | -- | 1999 | -- | 27.2 | 27.2 | Good | 99.2 | D-25-FC-033 |
| NBI report | UNION AVENUE | BEAR CREEK | DENVER MT PARK OFFICE | Wood Slab | -- | 1999 | -- | 38.4 | 46.9 | Fair | 76.4 | D-27-MP-030A |
| NBI report | US 40 ML | CHERRY CREEK | COLFAX / DOWNTOWN DENVER | Prestressed Box Beam or girders - Single or Spread | -- | 1999 | -- | 95.1 | 103.0 | Good | 78.2 | F-16-TR |
| NBI report Bridgehunter | WB SPEER BLVD | S PLATTE RVR/RR/WATER ST | WB SPEER NEAR I-25 EXIT | Steel Arch - Thru | NR possible | 1999 | -- | 252.0 | 414.4 | Fair | 76.0 | D-02-PR-090A |
| NBI report | 56TH AVENUE | IRONDALE GULCH | JUST EAST OF CHAMBERS RD | Concrete Culvert (3 spans) | -- | 2000 | -- | 20.0 | 63.3 | Fair | 98.7 | D-10-HC-395 |
| NBI report | EB 56TH AVENUE | FIRST CREEK | .2 MILES WEST OF TOWER RD | Prestressed Box Beam or girders - Single or Spread | -- | 2000 | -- | 74.8 | 80.1 | Fair | 77.7 | D-25-FC-020A |
| NBI report | EB SPEER BLVD | S PLATTE RVR/RR/WATER ST | EB SPEER NEAR I-25 EXIT | Steel Arch - Thru | NR possible | 2000 | -- | 251.7 | 394.4 | Good | 74.5 | D-02-PR-100A |
| NBI report | WB 56TH AVENUE | FIRST CREEK | .2 MILES WEST OF TOWER RD | Prestressed Box Beam or girders - Single or Spread | -- | 2000 | -- | 74.8 | 80.1 | Fair | 77.4 | D-25-FC-025 |
| NBI report | 48TH AVENUE | MONTBELLO DITCH | JUST WEST OF HAVANA | Concrete Culvert (2 spans) | -- | 2001 | -- | 12.1 | 24.9 | Fair | 99.9 | D-20-MB-337 |
| NBI report | 49TH AVENUE | MONTBELLO DITCH | JUST WEST OF HAVANA | Concrete Culvert (2 spans) | -- | 2001 | -- | 12.1 | 24.9 | Fair | 99.8 | D-20-MB-335 |
| NBI report | I70 ML EB | WASHINGTON ST/S PLATTE R | DENVER | Prestressed Tee beam (4 spans) | -- | 2001 | -- | 170.6 | 630.6 | Fair | 91.1 | E-17-UP |
| NBI report | MAXWELL PLACE | IRONDALE GULCH | 0.2 MI EAST OF CHAMBERS | Concrete Culvert (2 spans) | -- | 2001 | -- | 9.8 | 20.7 | Good | 96.9 | D-10-HC-390 |
| NBI report | PERRY STREET | LAKEWOOD GULCH | .10 MI NORTH OF 9TH AVE | Concrete Frame | -- | 2001 | -- | 49.9 | 56.1 | Good | 78.4 | D-16-LG-060A |
| NBI report | RAMP TO I 70 EBND | SOUTH PLATTE RIVER | DENVER @ Washington St. | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2001 | -- | 149.0 | 300.9 | Good | 86.0 | E-17-UQ |
| NBI report | 46TH AVENUE | PEDESTRIAN WALKWAY | BTWN COLISEUM-STOCK SHOW | Prestressed Slab | -- | 2002 | -- | 49.9 | 56.4 | Good | 79.6 | D-08-PU-012 |
| NBI report | FRANKLIN STREET | I 25 ML | IN DENVER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2002 | -- | 121.7 | 314.0 | Good | 91.8 | F-17-NI |
| NBI report | I25 ML | BRDWY,BNSF,UPRR,RTD,LR | IN DENVER | Prestressed Box Beam or girders - Single or Spread (12 spans) | -- | 2002 | -- | 152.2 | 1637.2 | Fair | 84.1 | F-16-JK |
| NBI report | LOWER COLFAX AVE | SOUTH PLATTE RIVER | JUST WEST OF ZUNI STREET | Prestressed Box Beam or girders - Single or Spread (3 spans) | -- | 2002 | -- | 57.1 | 159.5 | Fair | 84.3 | D-02-PR-120A |
| NBI report | ON RAMP TO EB 6TH | OFF-RAMP FROM EB 6TH AVE | S OF 6TH AVE NEAR QUIVAS | Prestressed Box beam or girders - Multiple | -- | 2002 | -- | 89.6 | 95.1 | Good | 95.0 | D-04-BOST-065A |
| NBI report | SH 2 ML | SMITH RD,UP RR, RTD LR | IN DENVER | Prestressed Girder and floorbeam system | -- | 2002 | -- | 157.2 | 159.5 | Good | 93.4 | E-17-XX |
| NBI report | WEWATTA ST | 20TH STREET | JUST SOUTH OF PARK AVE. W | Prestressed Box beam or girders - Multiple | -- | 2002 | -- | 87.9 | 99.7 | Good | 73.9 | D-04-BOST-045 |
| NBI report | I 25 ML | RTD Pedestrian Underpass | Southmoor PNR | Concrete Culvert | -- | 2003 | -- | 20.0 | 20.0 | Fair | 85.0 | F-17-NW |
| NBI report | I 25 SBND ML | UNIVERSITY BLVD | IN DENVER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2003 | -- | 164.4 | 256.9 | Good | 89.2 | F-17-MQ |
| NBI report | I25 NBND ML | UNIVERSITY BLVD. | IN DENVER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2003 | -- | 165.0 | 256.9 | Good | 89.2 | F-17-NJ |
| NBI report | I70 ML EBND | BNSF RR/CITY STREETS | 46TH AVE & HUMBOLDT ST. | Prestressed Stringer/Multi-beam or girder (13 spans) | -- | 2003 | -- | 188.3 | 1875.7 | Good | 80.0 | E-17-UR |
| NBI report | I70 ML WB | WASHINGTON ST/S PLATTE R | DENVER | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2003 | -- | 170.6 | 630.3 | Good | 85.6 | E-17-UW |
| NBI report | I70 ML WBND | RR & CITY STREETS | 46TH AVE Humboldt Street | Prestressed Stringer/Multi-beam or girder (13 spans) | -- | 2003 | -- | 188.0 | 1875.4 | Good | 76.0 | E-17-UU |
| NBI report | MEMPHIS STREET | IRONDALE GULCH | JUST N OF 53RD AVE | Concrete Culvert (4 spans) | -- | 2003 | -- | 13.1 | 55.4 | Good | 96.6 | D-10-HC-380 |
| NBI report | O FALLON PARK | BEAR CREEK | O FALLON PARK | Concrete Arch - Deck | -- | 2003 | -- | 40.0 | 45.6 | Good | 81.2 | D-27-MP-110A |
| NBI report | SBND I25 RAMP H | WALNUT CONNECTOR R | I25/US40 INTERCHANGE | Prestressed Box Beam or girders - Single or Spread (2 spans) | -- | 2003 | -- | 131.6 | 326.1 | Good | 91.3 | F-16-QJ |
| NBI report | STEELE STREET | I25 ML & LRT | IN DENVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2003 | -- | 123.0 | 216.9 | Fair | 97.9 | F-17-NO |
| NBI report | WASHINGTON STREET | I 25 ML & LRT | IN DENVER, T-REX | Prestressed Stringer/Multi-beam or girder (3 spans) | NR listed | 2003 | -- | 146.0 | 395.0 | Good | 96.2 | F-17-NC |
| NBI report | WBND I70 ML | SH 265 Brighton Blvd. | DENVER-W end of I70 Elev | Prestressed Box beam or girders - Multiple | -- | 2003 | -- | 136.2 | 137.8 | Good | 83.0 | E-17-UY |
| NBI report | WBND I70 Off Ramp | SOUTH PLATTE RIVER | DENVER @ Washington St | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2003 | -- | 147.6 | 300.9 | Good | 97.6 | E-17-UX |
| NBI report | 49TH AVENUE | QUEBEC STREET | INTER 49TH AND QUEBEC | Steel Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 107.0 | 158.1 | Good | 97.7 | D-04-BOST-038 |
| NBI report | DOWNING STREET | I 25 ML | IN DENVER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 132.9 | 367.1 | Good | 96.3 | F-17-NH |
| NBI report | DUNKIRK STREET | FIRST CREEK | JUST N OF 53RD AVENUE | Steel Culvert (2 spans) | -- | 2004 | -- | 15.4 | 36.1 | Fair | 69.1 | D-25-FC-035 |
| NBI report | EMERSON STREET | I-25 ML & LRT | IN DENVER, T-REX | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 144.0 | 375.7 | Good | 95.8 | F-17-NF |
| NBI report | EVANS AVE. | I 25 ML | IN DENVER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 96.1 | 245.7 | Good | 77.9 | F-17-NS |
| NBI report | I 225 LRT | I 25 ML | I-25 at I-225 | Prestressed Stringer/Multi-beam or girder | -- | 2004 | -- | 53.8 | 56.8 | Good | 81.0 | F-17-PR |
| NBI report | I25 ML | LRT | LRT TO I225 LRT UNDER I25 | Prestressed Stringer/Multi-beam or girder | -- | 2004 | -- | 50.9 | 53.5 | Fair | 76.0 | F-17-PS |
| NBI report | I25 ML S | I225 RAMP | 225/25 TUNNEL | Prestressed Stringer/Multi-beam or girder | -- | 2004 | -- | 111.6 | 111.6 | Fair | 84.0 | F-17-FW |
| NBI report | LOGAN STREET | I-25 ML & LRT | IN DENVER, T-REX | Prestressed Stringer/Multi-beam or girder (5 spans) | NR listed | 2004 | -- | 125.0 | 429.2 | Good | 96.0 | F-17-NA |
| NBI report | LOUISIANA AVE. | I 25 ML | IN DENVER | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 123.0 | 327.4 | Good | 80.2 | F-17-NE |
| NBI report | NB CENTRAL PK BLVD | E-W LINEAR | NORTH OF 25TH AVENUE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 2004 | -- | 119.1 | 170.0 | Good | 78.7 | D-28-MS-150 |
| NBI report | ORLEANS STREET | FIRST CREEK | SOUTH OF 50TH AVENUE | Concrete Culvert (5 spans) | -- | 2004 | -- | 20.3 | 106.0 | Fair | 96.7 | D-25-FC-045 |
| NBI report | QUINCY AVE. | I25 ML & LRT | JUST N OF I-225 INTRCHNGE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2004 | -- | 122.1 | 280.2 | Good | 81.7 | F-17-NX |
| NBI report | SB CENTRAL PK BLVD | E-W LINEAR | NORTH OF 25TH AVENUE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 2004 | -- | 119.1 | 170.0 | Good | 78.6 | D-28-MS-155 |
| NBI report | 26TH AVENUE | WESTERLY CREEK | JUST EAST OF BEELER ST | Steel Stringer/Multi-beam or girder | -- | 2005 | -- | 125.0 | 132.6 | Good | 91.8 | D-21-WYC-070 |
| NBI report | EB 49TH AVENUE | SPRUCE STREET | EAST OF QUEBEC/I-270 | Prestressed Slab | -- | 2005 | -- | 86.9 | 93.5 | Good | 74.4 | D-04-BOST-043 |
| NBI report | EB MRTN LTHR KING | WESTERLY CREEK | JUST E OF BEELER STREET | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 2005 | -- | 146.3 | 262.5 | Good | 80.0 | D-21-WYC-081 |
| NBI report | I-25 Offramp | LRT | I-25/Washington St. | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2005 | -- | 113.2 | 225.4 | Good | 92.3 | F-17-ND |
| NBI report | I-25 On Ramp | LRT | At I-25 & Evans Ave | Prestressed Box beam or girders - Multiple | -- | 2005 | -- | 52.8 | 56.4 | Good | 92.1 | F-17-NQ |
| NBI report | I-25 SB On Ramp | LRT | SB On-ramp at Emerson St | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2005 | -- | 115.2 | 397.7 | Good | 92.3 | F-17-NG |
| NBI report | NB 225 RAMP | I25 ML | I25 TO I225 RAMP | Steel Stringer/Multi-beam or girder (10 spans) | -- | 2005 | -- | 200.1 | 1437.4 | Good | 93.3 | F-17-OD |
| NBI report | NB I-25 Onramp | I-25 Offramp to Broadway | I-25/Washington St. | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2005 | -- | 92.9 | 348.4 | Good | 94.3 | F-17-NB |
| NBI report | NB I-25 RAMP | I225 ML | At I-25/I-225 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2005 | -- | 165.0 | 476.1 | Good | 96.0 | F-17-FJ |
| NBI report | QUEBEC STREET | I-270 | 0.34 MI N OF JCT I-70 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2005 | -- | 102.0 | 201.1 | Good | 88.3 | D-04-BOST-037 |
| NBI report | SB I-25 Offramp | LRT | I-25 at I-225 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2005 | -- | 153.6 | 305.8 | Good | 93.0 | F-17-QA |
| NBI report | SB I-25 Ramp | LRT | I-25 N of Belleview | Prestressed Stringer/Multi-beam or girder | -- | 2005 | -- | 70.9 | 74.8 | Good | 93.0 | F-17-QB |
| NBI report | SH 2 Colo. Blvd | LRT | S. of I-25 at Colo. Blvd | Prestressed Box Beam or girders - Single or Spread | -- | 2005 | -- | 36.1 | 38.7 | Fair | 72.4 | F-17-NP |
| NBI report | TENNYSON STREET | LAKEWOOD GULCH | 0.3 MI SOUTH OF 9TH ST | Concrete Frame | -- | 2005 | -- | 51.2 | 56.8 | Good | 97.8 | D-16-LG-030A |
| NBI report | US 285 Hampden Ave | LRT | W of I-25 / HAMPDEN INTRS | Prestressed Box Beam or girders - Single or Spread | -- | 2005 | -- | 36.1 | 39.0 | Good | 91.0 | F-17-NV |
| NBI report | WB 49TH AVENUE | SPRUCE STREET | EAST OF QUEBEC/I-270 | Prestressed Box beam or girders - Multiple | -- | 2005 | -- | 86.9 | 93.5 | Good | 74.3 | D-04-BOST-044 |
| NBI report | WB MRTN LTHR KING | WESTERLY CREEK | JUST E OF BEELER STREET | Steel Box Beam or girders - Single or Spread (3 spans) | -- | 2005 | -- | 146.3 | 262.5 | Good | 80.0 | D-21-WYC-080 |
| NBI report | DUNKIRK STREET | SECOND CREEK | 0.4 MILE NORTH OF 64th AV | Concrete Culvert | -- | 2006 | -- | 36.1 | 38.1 | Good | 99.9 | D-32-SCND-010 |
| NBI report | SB I-25 Offramp | LRT | I-25/Evans in Denver | Prestressed Stringer/Multi-beam or girder | -- | 2006 | -- | 137.1 | 144.4 | Good | 92.2 | F-17-OE |
| NBI report | SH 2 ML | I 25 ML | IN DENVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2006 | -- | 120.4 | 226.7 | Good | 77.3 | F-17-OC |
| NBI report | US 285 ML | I 25 ML | IN DENVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2006 | -- | 78.7 | 160.4 | Good | 82.1 | F-17-OT |
| NBI report | HOLLY ST | CHERRY CREEK | S HOLLY AT CHERRY CK DR | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2007 | -- | 85.0 | 174.9 | Good | 95.2 | D-01-CC-310A |
| NBI report | SB QUEBEC ST | CHERRY CREEK | QUEBEC AT CHERRY CREEK DR | Prestressed Box beam or girders - Multiple | -- | 2007 | -- | 98.1 | 250.0 | Good | 77.4 | D-01-CC-332 |
| NBI report | SW 2ND LEVEL NEW | PARKING LOT | WEST OF NEW PARKING STR | Prestressed Tee beam (3 spans) | -- | 2007 | -- | 57.4 | 99.7 | Fair | 91.9 | D-31-PB-901 |
| NBI report | SW 4/5TH LVL PARK | 84TH AVENUE | BTWN SW GARAGES | Prestressed Tee beam (3 spans) | -- | 2007 | -- | 57.7 | 125.3 | Fair | 78.0 | D-31-PB-902 |
| NBI report | TOWER ROAD | FIRST CREEK | 0.1 MILE SOUTH OF 56TH AV | Concrete Frame (2 spans) | -- | 2009 | -- | 42.3 | 75.1 | Good | 80.1 | D-25-FC-010A |
| NBI report | 47TH AVE | SAND CREEK | AT SAND CREEK DR | Prestressed Box beam or girders - Multiple (3 spans) | -- | 2010 | -- | 63.7 | 203.1 | Good | 92.5 | D-19-SC-010A |
| NBI report | HAUL ROAD | SCOTTSBURG ROAD | S OF TERMINAL BLDG | Prestressed Stringer/Multi-beam or girder | Closed | 2010 | -- | 211.6 | 220.2 | Fair | 93.2 | D-31-PB-700 |
| NBI report | I25 RAMP | SPEER ENTRANCE | I25 & SPEER | Prestressed Box Beam or girders - Single or Spread | -- | 2010 | -- | 117.1 | 124.3 | Good | 95.0 | F-16-IR |
| NBI report | PENA BLVD | HAUL ROAD | W TERMINAL OUTBOUND | Prestressed Box Beam or girders - Single or Spread | -- | 2010 | -- | 97.1 | 103.4 | Fair | 98.0 | D-31-PB-710 |
| NBI report | SH 30 ML/HAVANA ST | CHERRY CREEK | @ DARTMOUTH IN DENVER | Prestressed Box Beam or girders - Single or Spread (3 spans) | -- | 2010 | -- | 47.9 | 137.8 | Good | 85.7 | F-17-WP |
| NBI report | SHERIDAN BLVD | Light Rail & WtrDrai | .3 MI S OF COLFAX | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2010 | -- | 134.8 | 265.1 | Good | 92.2 | F-16-XJ |
| NBI report | WESTBOUND 56TH AVE | MONTBELLO DITCH | JUST W. OF HAVANA ST | Prestressed Box Beam or girders - Single or Spread | -- | 2010 | -- | 45.9 | 51.8 | Good | 96.4 | D-20-MB-786 |
| NBI report | 15TH STREET | I 25 ML | IN DENVER | Steel Girder and floorbeam system (2 spans) | -- | 2011 | -- | 123.7 | 238.9 | Good | 75.9 | E-16-YA |
| NBI report | I 25 ML | RDWY,RR,SOUTH PLATTE RVR | IN DENVER | Prestressed Box Beam or girders - Single or Spread (5 spans) | -- | 2011 | -- | 125.0 | 371.1 | Good | 85.0 | F-16-XB |
| NBI report | I 70 ML | SAND CREEK | DENVER | Prestressed Box beam or girders - Multiple (3 spans) | -- | 2011 | -- | 129.9 | 332.4 | Good | 94.8 | E-17-AER |
| NBI report | SH 88-FEDERAL BLVD | Light Rail | JUST N OF HOLDEN | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2011 | -- | 75.5 | 231.0 | Good | 92.7 | F-16-XK |
| NBI report | 17th, Chestnut, We | Union Station Bus Depot | 0.1 mi west of Union Stat | Prestressed Box Beam or girders - Single or Spread (4 spans) | -- | 2012 | -- | 51.8 | 157.2 | Good | 98.9 | D-28-MS-060 |
| NBI report | CENTRAL PARK BLVD | I-70 | CENTRAL PARK BLVD AT I-70 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2012 | -- | 137.8 | 300.5 | Good | 94.8 | D-04-BOST-039 |
| NBI report | CENTRAL PARK BLVD | SMITHRD/ UPRR/ SAND CK | 0.5 MI S OF I70 | Prestressed Stringer/Multi-beam or girder (7 spans) | -- | 2012 | -- | 158.8 | 803.2 | Good | 75.9 | D-03-V-300 |
| NBI report | CNTPRK RMPTOWB I70 | I70 WB RMP TO I270 | CENT PRK RAMP TO I-70 W | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2012 | -- | 158.5 | 416.4 | Good | 93.5 | E-17-AED |
| NBI report | I270 EB RMPTOI70EB | I70 EB RMP TO CENT PRK | I-270 TO I-70E ON RAMP | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2012 | -- | 158.5 | 414.7 | Good | 96.0 | E-17-AEC |
| NBI report | SH 26 ML ALAMEDA | I 25 ML | IN DENVER I25 | Prestressed Box beam or girders - Multiple (2 spans) | NR eligible | 2012 | -- | 115.2 | 238.9 | Good | 90.8 | F-16-XU |
| NBI report | US 287+SH 88 | US 40 ML | FEDERAL / COLFAX-DENVER | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2012 | -- | 104.0 | 212.6 | Good | 91.5 | F-16-YQ |
| NBI report | 42ND STREET | FIRST CREEK | 0.1 MI W OF PICADILLY ST | Concrete Culvert (10 spans) | -- | 2013 | -- | 11.5 | 124.0 | Good | 84.2 | D-25-FC-055 |
| NBI report | 85 NB RMP TO I25 N | I25ML, US 85ML, RMPS | IN DENVER | Prestressed Box Beam or girders - Single or Spread (11 spans) | -- | 2013 | -- | 193.3 | 1754.0 | Good | 88.3 | F-16-XR |
| NBI report | DECATUR STREET | LAKEWOOD GULCH | S DECATUR ST AT HOWARD PL | Prestressed Box beam or girders - Multiple (3 spans) | -- | 2013 | -- | 49.9 | 166.0 | Good | 97.6 | D-16-LG-120A |
| NBI report | I 25 ML | US 85 ML | IN DENVER | Prestressed Box Beam or girders - Single or Spread (3 spans) | -- | 2013 | -- | 240.2 | 546.9 | Good | 89.4 | F-16-XS |
| NBI report | PECOS STREET | I 70 ML | IN DENVER | Prestressed Box beam or girders - Multiple | -- | 2013 | -- | 156.2 | 159.1 | Good | 78.6 | E-16-YQ |
| NBI report | WB 56TH AVE | PEDESTRIAN PATH | 0.5 MI W OF HAVANA ST | Prestressed Stringer/Multi-beam or girder | -- | 2013 | -- | 101.1 | 105.0 | Good | 74.9 | D-20-MB-792 |
| NBI report | WOLFF STREET | LAKEWOOD GULCH | 0.1 MI S OF 8TH AVE | Concrete Frame (2 spans) | -- | 2013 | -- | 29.2 | 65.0 | Good | 97.8 | D-16-LG-020A |
| NBI report | I 25 (RMP B) | RR SPUR | JUST S OF 6th AVE INTCHNG | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2014 | -- | 85.0 | 197.5 | Good | 85.0 | F-16-D |
| NBI report | KNOX COURT | LAKEWOOD GULCH | 0.1 MI N OF 12TH AVE | Concrete Culvert (3 spans) | -- | 2014 | -- | 20.0 | 61.7 | Good | 94.7 | D-16-LG-080A |
| NBI report | KNOX CT | US 6 ML | IN DENVER | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2014 | -- | 76.1 | 157.2 | Good | 94.5 | F-16-EV |
| NBI report | LEV 4 SE TERM RAMP | 84TH AVENUE | SE CORNER TERM BLDG | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 115.5 | 438.7 | Good | 97.0 | D-31-PB-723A |
| NBI report | LEV 4 SW TERM RAMP | 84TH AVENUE | SW CORNER TERM BLDG | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 115.5 | 438.7 | Good | 97.2 | D-31-PB-823A |
| NBI report | LEV 5 SE TERM RAMP | 84TH AVENUE | SE CORNER TERM BLDG | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 115.5 | 438.7 | Good | 75.6 | D-31-PB-721A |
| NBI report | LEV 5 SW TERM RAMP | 84TH AVENUE | SW CORNER TERM BLDG | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 115.5 | 438.7 | Fair | 95.3 | D-31-PB-821A |
| NBI report | LEV 6 SE TERM RAMP | 84TH AVENUE | SE CORNER TERM BLDG | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2014 | -- | 115.5 | 438.7 | Good | 96.7 | D-31-PB-722A |
| NBI report | LEV 6 SW TERM RAMP | 84TH AVENUE | SW CORNER TERM BLDG | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 2014 | -- | 115.5 | 438.7 | Good | 97.0 | D-31-PB-822A |
| NBI report | PEORIA | UNION PACIFIC RAILWAY | .2 MI N OF E 39TH AVENUE | Prestressed Box Beam or girders - Single or Spread (3 spans) | -- | 2014 | -- | 236.9 | 560.7 | Good | 96.8 | D-06-BORR-150 |
| NBI report | RED ROCKS PARK RD | MT VERNON CREEK | SE ENTRANCE TO RED ROCKS | Steel Truss - Thru | -- | 2014 | -- | 65.0 | 65.9 | Good | 77.8 | D-27-MP-010A |
| NBI report | SH 88 ML FEDERAL | US 6 ML | FEDERAL / 6 IN DENVER | Prestressed Tee beam | -- | 2014 | -- | 134.8 | 143.1 | Good | 85.2 | F-16-XO |
| NBI report | SH 88-FEDERAL BLVD | WB C-D ROAD | FEDERAL / 6 IN DENVER | Prestressed Stringer/Multi-beam or girder | NR possible | 2014 | -- | 61.0 | 64.3 | Good | 72.1 | F-16-XM |
| NBI report | US 6 ML | BNSF RR and US 6 RAMP | EAST EDGE OF I-25 INT. | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2014 | -- | 123.4 | 196.5 | Good | 80.0 | F-16-YJ |
| NBI report | US 6 ML | SOUTH PLATTE RIVER | W SIDE OF I-25 INT. DENVR | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2014 | -- | 95.8 | 200.1 | Good | 80.0 | F-16-YZ |
| NBI report | US 6 ML | BRYANT STREET | IN DENVER | Prestressed Stringer/Multi-beam or girder | -- | 2014 | -- | 83.0 | 85.6 | Good | 85.0 | F-16-ZA |
| NBI report | US 6 ML | I 25 ML | IN DENVER | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2014 | -- | 93.5 | 195.5 | Good | 76.0 | F-16-ZC |
| NBI report | US 6 RAMP B | I 25 ML | N SIDE OF I-25 INT DEN. | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2014 | -- | 85.0 | 182.4 | Good | 93.2 | F-16-AZ |
| NBI report | 56TH AVE. | FIRST CREEK | 0.2 MI WEST OF TOWER RD | Concrete Culvert (2 spans) | -- | 2015 | -- | 16.1 | 34.8 | Good | 77.2 | D-25-FC-018 |
| NBI report | BLAKE STREET | 38TH STREET | BLAKE STREET OVER 38TH ST | Prestressed Box beam or girders - Multiple | -- | 2015 | -- | 65.6 | 72.2 | Good | 91.8 | D-04-BOST-050A |
| NBI report | UINTA STREET | LOCAL DRAINAGE | 0.11 MI N OF 51ST AVE | Concrete Culvert (2 spans) | -- | 2015 | -- | 9.8 | 21.7 | Good | 99.9 | D-28-MS-240 |
| NBI report | US 85 ML SBND | SOUTH PLATTE RIVER | IN DENVER ON SO SANTA FE | Prestressed Box Beam or girders - Single or Spread (5 spans) | New | 2015 | -- | 187.7 | 865.2 | Good | 91.5 | F-16-XA |
| NBI report | VERBENA STREET | LOCAL DRAINAGE | 0.8 MI N OF 51ST AVE | Concrete Culvert (2 spans) | -- | 2015 | -- | 9.8 | 22.0 | Good | 96.9 | D-28-MS-220 |
| NBI report | CENTRAL PARK BLVD | LOCAL DRAINAGE | 0.25 MI S OF 56TH AVE | Prestressed Culvert | -- | 2016 | -- | 29.9 | 29.9 | Good | 96.3 | D-28-MS-200 |
| NBI report | GOLF COURSE RD | BEAR CREEK | AT GOLF COURSE CLUB HOUSE | Prestressed Slab | -- | 2016 | -- | 25.9 | 32.2 | Good | 75.3 | D-27-MP-090A |
| NBI report | I 25 ML | DRAINAGE DITCH | JUST NW OF I25 & SANT | Concrete Culvert (3 spans) | -- | 2016 | -- | 16.1 | 49.5 | Fair | 70.0 | F-16-XT |
| NBI report | I 70 ML | HAVANA ST, UP RR | IN DENVER | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2016 | -- | 65.9 | 158.1 | Good | 85.0 | E-17-VD |
| NBI report | US 6 ML | BRYANT STREET | .3 MI W of I-25 | Prestressed Stringer/Multi-beam or girder | -- | 2016 | -- | 80.4 | 85.6 | Good | 81.6 | F-16-ZB |
| NBI report | I 70 ML | FUTURE UP RR | .04 MI W of HAVANA | Concrete Slab | -- | 2017 | -- | 40.0 | 44.0 | Good | 85.0 | E-17-VE |