| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | CROW CREEK ROAD | CROW CREEK | MILE POINT 4.9 | Steel Stringer/Multi-beam or girder | -- | 1950 | -- | 79.7 | 80.7 | Fair | 53.4 | 1028 |
| NBI report | PORTAGE GLACIER RD | PORTAGE CR OVERFLOW NO 1 | MILE POINT 3.2 | Concrete Slab (3 spans) | -- | 1965 | -- | 26.9 | 83.0 | Fair | 63.8 | 0403 |
| NBI report | PORTAGE GLACIER RD | PORTAGE CR OVERFLOW NO 2 | MILE POINT 3.5 | Concrete Slab (4 spans) | -- | 1965 | -- | 27.9 | 113.9 | Fair | 64.4 | 0404 |
| NBI report | LAKE OTIS ROAD | CAMPBELL CREEK, LAKE OTS | MILE POINT 2.1 | Concrete Slab (3 spans) | -- | 1966 | -- | 24.0 | 63.0 | Fair | 92.2 | 0969 |
| NBI report | PORTAGE GLACIER RD | PORTAGE CR OVERFLOW NO 3 | MILE POINT 4.1 | Concrete Slab (3 spans) | -- | 1966 | -- | 26.9 | 83.0 | Fair | 71.5 | 0405 |
| NBI report | SEWARD HIGHWAY | PLACER RIVER MAIN CROSS | MILE POINT 77.5 | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1966 | -- | 81.0 | 486.6 | Poor | 46.3 | 0629 |
| NBI report | SEWARD HIGHWAY | PORTAGE CREEK NO 1 | MILE POINT 78.1 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 81.0 | 203.1 | Poor | 49.9 | 0630 |
| NBI report | SEWARD HIGHWAY | PETERSON CREEK | MILE POINT 83.4 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 61.0 | 123.0 | Poor | 50.0 | 0636 |
| NBI report | SEWARD HIGHWAY | VIRGIN CREEK | MILE POINT 88.5 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 61.0 | 123.0 | Poor | 48.9 | 0638 |
| NBI report | SEWARD HIGHWAY | GLACIER CREEK | MILE POINT 89.1 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 81.0 | 163.1 | Poor | 47.1 | 0639 |
| NBI report | ALYESKA HIGHWAY | GLACIER CREEK | MILE POINT 2.3 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1967 | -- | 55.1 | 222.1 | Fair | 51.0 | 0999 |
| NBI report | ALYESKA HIGHWAY | GIRDWOOD OVERHEAD | MILE POINT 0.2 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1967 | -- | 40.0 | 121.1 | Fair | 59.6 | 1001 |
| NBI report | SEWARD HIGHWAY | PLACER RIVER OVERFLOW | MILE POINT 77.0 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1967 | -- | 81.0 | 325.1 | Poor | 45.3 | 0627 |
| NBI report | SEWARD HIGHWAY | PORTAGE CREEK NO 2 | MILE POINT 78.6 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1967 | -- | 81.0 | 243.1 | Fair | 57.3 | 0631 |
| NBI report | SEWARD HIGHWAY | TWENTY MILE RIVER | MILE POINT 79.9 | Steel Stringer/Multi-beam or girder (7 spans) | -- | 1967 | -- | 81.0 | 567.6 | Poor | 44.3 | 0634 |
| NBI report | HILLCREST DR | HILLCREST OVERCROSSING | MILE POINT 0.2 | Steel Stringer/Multi-beam or girder | -- | 1967 | 2001 | 85.0 | 89.2 | Fair | 81.7 | 0976 |
| NBI report | VANDENBERG AVENUE | SHIP CREEK | Approximately 0.25 miles | Steel Culvert (2 spans) | -- | 1968 | -- | 25.6 | 53.5 | Fair | 78.2 | AFAKFXSB85200 |
| NBI report | ANCH INTL AIRPORT | AIA ACCESS ROAD RAMP | MILE POINT 0.1 | Prestressed Box beam or girders - Multiple (12 spans) | -- | 1968 | 1995 | 42.0 | 801.9 | Fair | 67.8 | 1278 |
| NBI report | GLENN HIGHWAY | PETERS CREEK NORTHBOUND | MILE POINT 19.7 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1969 | -- | 63.0 | 168.0 | Fair | 90.8 | 1155 |
| NBI report | POLE LINE ROAD | EAGLE RIVER | Approximately 0.6 miles s | Steel Truss - Thru | -- | 1970 | -- | 140.1 | 140.1 | Fair | 73.9 | AFAKFSXB95109 |
| NBI report | SIXTH AVENUE UNDER | PENNEY'S SKYWALK | MILE POINT 0.5 | Steel Stringer/Multi-beam or girder | -- | 1970 | -- | 81.0 | -- | -- | -- | 1507 |
| NBI report | POST ROAD | SHIP CREEK (POST ROAD) | ANCHORAGE | Steel Culvert (3 spans) | -- | 1972 | -- | 17.1 | 51.8 | Fair | 53.0 | 4022 |
| NBI report Bridgehunter | SEWARD HWY-UNDER | RABBIT CREEK POC | MILE POINT 117.8 | Steel Orthotropic | -- | 1972 | -- | 170.0 | -- | -- | -- | 1239 |
| NBI report | C STREET | CHESTER CREEK | MILE POINT 2.2 | Prestressed Slab (2 spans) | -- | 1973 | -- | 26.9 | 56.1 | Fair | 66.2 | 1273 |
| NBI report | INTL AIRPORT RD | INTL AIRPORT RD OVERHEAD | MILE POINT 1.9 | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1973 | -- | 49.9 | 149.9 | Fair | 88.0 | 0700 |
| NBI report | ARCTIC VALLEY ROAD | GATE TWO OVERCROSSING | MILE POINT 1.0 | Prestressed Tee beam (2 spans) | -- | 1974 | -- | 119.1 | 237.9 | Fair | 96.0 | 1326 |
| NBI report | ARTILLERY ROAD | ARTILLERY RD OVERXING | MILE POINT 0.1 | Prestressed Tee beam (2 spans) | -- | 1974 | -- | 107.9 | 215.9 | Fair | 83.0 | 1328 |
| NBI report | BENSON BLVD UNDER | BENSON BLVD POC | LOIS DRIVE M.P. 0.2 | Wood Truss - Thru | -- | 1974 | -- | 71.9 | -- | -- | -- | 1300 |
| NBI report | GLENN HIGHWAY | EAGLE RIVER SOUTHBOUND | MILE POINT 11.4 | Prestressed Tee beam (3 spans) | -- | 1974 | -- | 138.1 | 416.4 | Fair | 83.0 | 1341 |
| NBI report | NRTHRN LGTS UNDER | NORTHERN LIGHTS POC | LOIS DRIVE M.P. 6.5 | Wood Truss - Thru | -- | 1974 | -- | 71.9 | -- | -- | -- | 1299 |
| NBI report | NRTHRN LGTS UNDER | NORTHERN LIGHTS POC | REDWOOD DR M.P. 4.3 | Wood Truss - Thru | -- | 1974 | -- | 117.1 | -- | -- | -- | 1301 |
| NBI report | SEWARD HIGHWAY | DOWLING RD UNDERXING | MILE POINT 122.8 | Prestressed Tee beam | -- | 1974 | -- | 108.9 | 109.9 | Fair | 75.0 | 1324 |
| NBI report | TUDOR ROAD | TUDOR ROAD OVERCROSSING | MILE POINT 2.0 | Prestressed Tee beam (2 spans) | -- | 1974 | -- | 87.9 | 175.9 | Fair | 87.8 | 1323 |
| NBI report Bridgehunter | TUDOR ROAD | WILLOW CREST POC | MILE POINT 0.5 | Steel Orthotropic | -- | 1974 | -- | 113.9 | -- | -- | -- | 1240 |
| NBI report | EAGLE RIVER LOOP | HILAND DRIVE OVERXING | MILE POINT 4.6 | Prestressed Tee beam (2 spans) | -- | 1974 | 1994 | 103.0 | 208.0 | Fair | 78.5 | 1327 |
| NBI report | LOOP RD/C STREET | ANCHORAGE PORT ACCESS | MILE POINT 0.6 | Steel Stringer/Multi-beam or girder (19 spans) | -- | 1975 | -- | 150.9 | 2655.0 | Fair | 92.1 | 0455 |
| NBI report | OLD GLENN, PALMER | KNIK RIVER | MILE POINT 8.7 | Steel Box beam or girders - Multiple (3 spans) | -- | 1975 | -- | 190.0 | 505.6 | Fair | 85.0 | 0539 |
| NBI report | INTL AIRPORT RD | CAMPBELL CREEK, INTL AIR | MILE POINT 3.5 | Prestressed Tee beam | -- | 1976 | -- | 69.9 | 71.9 | Good | 81.0 | 1343 |
| NBI report | JUNIPER DR UNDER | EAST BLUFF POC | MILE POINT 0.1 | Steel Truss - Thru | -- | 1976 | -- | 78.1 | -- | -- | -- | 1340 |
| NBI report | SEWARD HIGHWAY | DIMOND BLVD UNDERXING | MILE POINT 121.3 | Prestressed Tee beam | -- | 1976 | -- | 108.9 | 109.9 | Fair | 72.5 | 1325 |
| NBI report | GLENN HIGHWAY | EKLUTNA RIVER - N.B. | MILE POINT 24.0 | Prestressed Tee beam | -- | 1977 | -- | 102.0 | 106.0 | Fair | 70.8 | 1230 |
| NBI report | GLENN HIGHWAY | GLENN HWY R.R. O.H. - NB | MILE POINT 25.3 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1977 | -- | 63.0 | 169.0 | Fair | 82.3 | 1266 |
| NBI report | GLENN HIGHWAY | PETERS CREEK SOUTHBOUND | MILE POINT 19.8 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1977 | -- | 63.0 | 168.0 | Fair | 87.4 | 1344 |
| NBI report | GLENN HIGHWAY | EDMONDS LAKE U.C. - N.B. | MILE POINT 22.7 | Prestressed Tee beam | -- | 1977 | -- | 102.0 | 106.0 | Fair | 78.7 | 1369 |
| NBI report | GLENN HIGHWAY | EKLUTNA RIVER - S.B. | MILE POINT 24.1 | Prestressed Tee beam | -- | 1977 | -- | 102.0 | 106.0 | Fair | 70.4 | 1864 |
| NBI report | GLENN HIGHWAY | GLENN HWY R.R. O.H. - SB | MILE POINT 25.3 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1977 | -- | 63.0 | 169.0 | Fair | 83.3 | 1865 |
| NBI report | GLENN HIGHWAY | EDMONDS LAKE U.C. - S.B. | MILE POINT 22.7 | Prestressed Tee beam | -- | 1977 | -- | 102.0 | 106.0 | Good | 77.7 | 1868 |
| NBI report | MIRROR LAKE ROAD | MIRROR LAKE OVERCROSSING | MILE POINT 0.1 | Prestressed Tee beam (2 spans) | -- | 1977 | -- | 91.9 | 184.1 | Fair | 92.2 | 1368 |
| NBI report | OLD GLENN, PALMER | GOAT CREEK | MILE POINT 6.2 | Prestressed Tee beam | -- | 1977 | -- | 80.1 | 83.0 | Fair | 77.9 | 0538 |
| NBI report | CACHE DRIVE | CAMPBELL CREEK, CACHE DR | ANCHORAGE | Concrete Box beam or girders - Multiple | -- | 1978 | -- | 39.0 | 44.0 | Good | 97.0 | 1509 |
| NBI report | DIMOND DRIVE | CAMPBELL CREEK, DIMOND | ANCHORAGE | Concrete Box beam or girders - Multiple | -- | 1978 | -- | 39.0 | 56.4 | Good | 97.0 | 1508 |
| NBI report | EKLUTNA VILLAGE RD | EKLUTNA OVERCROSSING | MILE POINT 0.1 | Prestressed Tee beam (2 spans) | -- | 1978 | -- | 104.0 | 212.9 | Poor | 55.0 | 1374 |
| NBI report | OLD SEWARD HIGHWAY | RABBIT CREEK | MILE POINT 0.1 | Steel Culvert (2 spans) | -- | 1978 | -- | 9.8 | 23.6 | Good | 83.5 | 4096 |
| NBI report | SEWARD HIGHWAY | OMALLEY UNDERCROSSING | MILE POINT 119.8 | Prestressed Tee beam (2 spans) | -- | 1978 | -- | 83.0 | 170.0 | Fair | 71.6 | 1380 |
| NBI report | ARCTIC BLVD | CAMPBELL CREEK, ARCTIC | MILE POINT 4.6 | Prestressed Slab (2 spans) | -- | 1979 | -- | 47.9 | 79.1 | Fair | 94.5 | 0970 |
| NBI report | LAKE OTIS RD UNDER | LAKE OTIS PKWY POC | MILE POINT 1.2 | Wood Truss - Thru | -- | 1979 | -- | 89.9 | -- | -- | -- | 1388 |
| NBI report | BIRCHWOOD LOOP | BIRCHWOOD LP RD PED | MILE POINT 1.1 | Steel Culvert (2 spans) | -- | 1980 | -- | 12.1 | 26.9 | Good | 99.8 | 4085 |
| NBI report | GLENN HIGHWAY | SOUTH BIRCHWOOD UC - NB | MILE POINT 16.0 | Prestressed Tee beam | -- | 1980 | -- | 125.0 | 127.0 | Good | 90.2 | 1378 |
| NBI report | GLENN HIGHWAY | SOUTH BIRCHWOOD UC - SB | MILE POINT 16.0 | Prestressed Tee beam | -- | 1980 | -- | 125.0 | 127.0 | Fair | 90.2 | 1869 |
| NBI report | NO DATA ENTERED | MILK CREEK | CROW PASS ROAD | Wood Stringer/Multi-beam or girder | -- | 1980 | -- | 42.0 | 43.0 | Good | 75.4 | 100410000003414 |
| NBI report | REEVE BLVD | SHIP CREEK | MILE POINT 0.7 | Prestressed Tee beam (3 spans) | -- | 1980 | -- | 71.9 | 216.9 | Fair | 78.8 | 1320 |
| NBI report | DIMND-MINN ON-RAMP | CAMPBELL CREEK, NB RAMP | MILE POINT 0.0 | Prestressed Tee beam | -- | 1981 | -- | 137.1 | 140.1 | Good | 97.0 | 1444 |
| NBI report | GLENN HIGHWAY | PETERS CREEK U.C. - N.B. | MILE POINT 20.4 | Prestressed Tee beam | -- | 1981 | -- | 120.1 | 123.0 | Fair | 80.3 | 1367 |
| NBI report | GLENN HIGHWAY | PETERS CREEK U.C. - S.B. | MILE POINT 20.4 | Prestressed Tee beam | -- | 1981 | -- | 120.1 | 123.0 | Good | 91.8 | 1867 |
| NBI report | MINN-DIMND OFFRAMP | CAMPBELL CREEK, SB RAMP | MILE POINT 0.0 | Prestressed Tee beam | -- | 1981 | -- | 140.1 | 143.1 | Good | 97.1 | 1445 |
| NBI report | VFW ROAD | EAGLE RIVER NORTHBOUND | MILE POINT 11.6 | Prestressed Tee beam (3 spans) | -- | 1981 | -- | 80.1 | 243.1 | Fair | 88.1 | 0535 |
| NBI report | NRTHRN LGTS UNDER | GOOSE LAKE POC | ANCHORAGE | Prestressed Girder and floorbeam system | -- | 1982 | -- | 80.1 | -- | -- | -- | 1393 |
| NBI report | OLD SEWARD HIGHWAY | CAMPBELL CREEK, OLD SWD | MILE POINT 6.7 | Prestressed Slab (2 spans) | -- | 1982 | -- | 38.1 | 81.0 | Good | 90.1 | 0645 |
| NBI report | SEWARD HIGHWAY | HUFFMAN RD U.C. - S.B. | MILE POINT 120.1 | Prestressed Tee beam | -- | 1982 | -- | 126.3 | 128.0 | Good | 92.4 | 1442 |
| NBI report | SEWARD HIGHWAY | BIRD CREEK | MILE POINT 100.7 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1982 | 1983 | 79.1 | 204.1 | Fair | 68.0 | 0643 |
| NBI report | SEWARD HIGHWAY | INDIAN CREEK | MILE POINT 102.1 | Prestressed Tee beam (3 spans) | -- | 1982 | 1983 | 55.1 | 166.0 | Fair | 61.3 | 0644 |
| NBI report | BIRCHWOOD LOOP RD | NORTH BIRCHWOOD OC | MILE POINT 6.2 | Prestressed Tee beam (2 spans) | -- | 1983 | -- | 129.9 | 253.6 | Fair | 86.5 | 1450 |
| NBI report | SEWARD HIGHWAY | HUFFMAN RD U.C. - N.B. | MILE POINT 120.1 | Prestressed Tee beam | -- | 1983 | -- | 126.3 | 128.0 | Good | 92.4 | 1441 |
| NBI report Bridgehunter | NRTHRN LGTS UNDER | EAST HIGH POC | ANCHORAGE | Steel Orthotropic | -- | 1984 | -- | 125.0 | -- | -- | -- | 1784 |
| NBI report | 15TH AVENUE | 15TH AVENUE OC A ST | MILE POINT 1.2 | Prestressed Tee beam | -- | 1985 | -- | 122.1 | 124.0 | Good | 90.8 | 1248 |
| NBI report | 23RD AVE | 23RD AVENUE OC A ST | ANCHORAGE | Prestressed Tee beam (3 spans) | -- | 1985 | -- | 120.1 | 144.0 | Good | 99.0 | 1628 |
| NBI report | A ST | CHESTER CREEK | ANCHORAGE | Prestressed Tee beam | -- | 1985 | -- | 118.1 | 120.1 | Fair | 96.0 | 1629 |
| NBI report | ALASKA RAILROAD | DIMOND BLVD UNDERPASS | ANCHORAGE | Steel Girder and floorbeam system | -- | 1985 | -- | 65.9 | -- | -- | -- | 1590 |
| NBI report | ALASKA RAILROAD | MINNESOTA DR UNDERPASS | ANCHORAGE | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 90.9 | -- | -- | -- | 1601 |
| NBI report | ALASKA RAILROAD | MINNESOTA DR UNDERPASS | ANCHORAGE | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 94.2 | -- | -- | -- | 1602 |
| NBI report | ALASKA RAILROAD | 76TH AVE U.P. | ANCHORAGE | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 51.8 | -- | -- | -- | 1754 |
| NBI report | DIMOND BLVD | DIMOND BLVD OC | MILE POINT 1.8 | Prestressed Tee beam (2 spans) | -- | 1985 | -- | 112.9 | 230.0 | Fair | 78.8 | 1433 |
| NBI report | MINN DR N.B. | CAMPBELL CR MINN DR N.B. | MILE POINT 2.8 | Prestressed Tee beam | -- | 1985 | -- | 139.1 | 140.1 | Good | 93.4 | 1694 |
| NBI report | MINN DR N.B. | WEST 100TH AVE UC N.B. | MILE POINT 1.8 | Prestressed Tee beam | -- | 1985 | -- | 112.9 | 116.1 | Good | 77.0 | 1695 |
| NBI report | MINN DR S.B. | CAMPBELL CR MINN DR S.B. | MILE POINT 2.8 | Prestressed Tee beam | -- | 1985 | -- | 139.1 | 140.1 | Good | 92.2 | 1443 |
| NBI report | MINN DR S.B. | WEST 100TH AVE UC S.B. | MILE POINT 1.8 | Prestressed Tee beam | -- | 1985 | -- | 112.9 | 116.1 | Good | 73.7 | 1603 |
| NBI report | MULDOON RD UNDER | MULDOON ROAD POC | ANCHORAGE MULDOON RD | Wood Truss - Thru | -- | 1985 | -- | 126.6 | -- | -- | -- | 1801 |
| NBI report | SEWARD HIGHWAY | INGRAM CREEK | MILE POINT 74.3 | Prestressed Tee beam (2 spans) | -- | 1985 | -- | 84.0 | 170.9 | Fair | 80.0 | 0620 |
| NBI report | ALASKA RAILROAD | NORTHERN LIGHTS U.P. | ANCHORAGE | Steel Girder and floorbeam system | -- | 1986 | -- | 65.9 | -- | -- | -- | 1797 |
| NBI report | BONIFACE PARKWAY | BONIFACE PARKWAY OC | MILE POINT 3.2 | Prestressed Tee beam (2 spans) | -- | 1986 | -- | 107.0 | 207.0 | Good | 82.0 | 1525 |
| NBI report | EAGLE RIVER ROAD | EAGLE RIVER RD POC | EAGLE RIVER | Wood Truss - Thru | -- | 1986 | -- | 126.0 | -- | -- | -- | 1809 |
| NBI report | FIFTH AVENUE | FIFTH AVE- C STREET POC | MILE POINT 2.0 | Steel Truss - Thru | -- | 1986 | -- | 129.9 | -- | -- | -- | 1796 |
| NBI report | MCCARREY STREET | MCCARREY OC | MILE POINT 0.1 | Prestressed Tee beam (2 spans) | -- | 1986 | -- | 132.2 | 266.1 | Fair | 97.5 | 1526 |
| NBI report | SIXTH AVENUE | SIXTH AVE POC | MILE POINT 0.6 | Steel Truss - Thru | -- | 1986 | -- | 69.9 | -- | -- | -- | 1795 |
| NBI report | POC AT BIRCH ROAD | ABBOTT RD POC | ANCHORAGE | Steel Truss - Thru | -- | 1987 | -- | 101.1 | -- | -- | -- | 1788 |
| NBI report | DIMOND BLVD | CAMPBELL CREEK, DIMOND | MILE POINT 2.4 | Prestressed Tee beam | -- | 1988 | -- | 87.9 | 89.9 | Good | 86.8 | 0391 |
| NBI report Bridgehunter | GLENN HIGHWAY | SHIP CREEK | MILE POINT 4.8 | Prestressed Tee beam | -- | 1988 | -- | 102.0 | 103.0 | Fair | 74.9 | 0534 |
| NBI report | NRTHRN LGTS UNDER | NORTHERN LIGHTS POC | ANCHORAGE (BARBARA ST) | Steel Stringer/Multi-beam or girder | -- | 1988 | -- | 97.1 | -- | -- | -- | 1847 |
| NBI report | DEARMOUN ROAD | DEARMOUN OVERCROSSING | MILE POINT 0.3 | Prestressed Tee beam (2 spans) | -- | 1990 | -- | 136.2 | 269.4 | Fair | 99.4 | 1391 |
| NBI report | OLD SEWARD HIGHWAY | RABBIT CR OVERCROSSING | MILE POINT 0.4 | Prestressed Tee beam (3 spans) | -- | 1990 | -- | 183.1 | 414.4 | Fair | 98.7 | 1392 |
| NBI report | EAGLE RIVER ACCESS | NORTH EAGLE RIVER O.C. | MILE POINT 0.2 | Prestressed Tee beam (2 spans) | -- | 1991 | -- | 136.2 | 274.0 | Fair | 80.0 | 1600 |
| NBI report | MINNESOTA DRIVE | MINN. DR./RASP. RD. I.C. | MILE POINT 3.9 | Prestressed Tee beam | -- | 1991 | -- | 144.0 | 148.6 | Good | 95.3 | 1432 |
| NBI report | STOLTZE DRIVE | PETERS CREEK | BIRCHWOOD AREA | Prestressed Tee beam | -- | 1991 | -- | 77.1 | 80.1 | Good | 94.1 | 1031 |
| NBI report | EAGLE RIVER LOOP | EAGLE RIVER | MILE POINT 2.7 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1992 | -- | 290.0 | 611.3 | Fair | 85.1 | 1739 |
| NBI report | EAGLE RIVER LOOP | DRIFTWOOD BAY DR. UC | MILE POINT 2.4 | Prestressed Tee beam | -- | 1992 | -- | 110.9 | 112.5 | Good | 85.7 | 1845 |
| NBI report | EAGLE RIVER LOOP | HIDDEN FALLS POC | MILE POINT 2.8 | Wood Truss - Thru | -- | 1992 | -- | 134.8 | -- | -- | -- | 1846 |
| NBI report | NORTH 'C' | SHIP CREEK | MILE POINT 0.1 | Steel Box beam or girders - Multiple | -- | 1992 | -- | 129.9 | 133.9 | Good | 84.9 | 1940 |
| NBI report | AIRPORT/MINNESOTA | MINNESOTA DR OVERHEAD | MILE POINT 4.9 | Prestressed Tee beam | -- | 1993 | -- | 123.0 | 127.3 | Good | 87.0 | 0699 |
| NBI report | OLD GLENN, PALMER | OLD GLENN OVERCROSSING | MILE POINT 0.2 | Prestressed Tee beam (2 spans) | -- | 1994 | -- | 106.0 | 205.1 | Fair | 99.9 | 1883 |
| NBI report | OLD GLENN, PALMER | OLD GLENN R.R. OVERHEAD | MILE POINT 0.5 | Prestressed Tee beam | -- | 1994 | -- | 126.0 | 132.2 | Good | 95.4 | 1884 |
| NBI report | SEWARD HIGHWAY | TIDEWATER SLOUGH | MILE POINT 89.6 | Prestressed Tee beam | -- | 1995 | -- | 101.4 | 103.0 | Good | 79.0 | 0640 |
| NBI report | TUDOR RD UNDER | TUDOR ROAD POC AT BRAGAW | MILE POINT 3.7 | Steel Box beam or girders - Multiple | -- | 1995 | -- | 160.1 | -- | -- | -- | 1091 |
| NBI report | OLD GLENN, PALMER | MATANUSKA RIVER | MILE POINT 16.8 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1997 | -- | 225.1 | 456.1 | Good | 83.9 | 1951 |
| NBI report | BRAVO ROUTE | EAGLE RIVER | 2.2 miles North of inters | Prestressed Tee beam (3 spans) | -- | 1998 | -- | 134.5 | 393.7 | Fair | 82.4 | AFAKFSXB95108 |
| NBI report | FIFTH AVENUE | FIFTH AVE SKY BRIDGE | MILE POINT 2.2 | Steel Arch - Thru | -- | 1998 | -- | 85.0 | -- | -- | -- | 2039 |
| NBI report | SEWARD HIGHWAY | BIRD POINT OVERHEAD | MILE POINT 95.3 | Prestressed Tee beam | -- | 1998 | -- | 104.3 | 108.6 | Good | 74.0 | 1950 |
| NBI report | INTL AIRPORT RD | MINNESOTA DR INTERCHANGE | MILE POINT 1.7 | Prestressed Tee beam (2 spans) | -- | 1999 | -- | 144.0 | 290.0 | Good | 94.3 | 1269 |
| NBI report | MINNESOTA DRIVE | AIRPORT SPUR | MILE POINT 4.9 | Prestressed Tee beam | -- | 1999 | -- | 143.1 | 146.0 | Fair | 79.0 | 1973 |
| NBI report | WHITTIER ACCESS RD | PORTAGE CREEK | MILE POINT 0.2 | Prestressed Tee beam (3 spans) | -- | 1999 | -- | 136.5 | 382.2 | Good | 81.7 | 1961 |
| NBI report | WHITTIER ACCESS RD | PLACER CREEK | MILE POINT 0.9 | Prestressed Tee beam | -- | 1999 | -- | 127.0 | 131.2 | Good | 81.7 | 1962 |
| NBI report | ANCH INTL AIRPORT | AIA CURBSIDE BRIDGE | MILE POINT 0.1 | Prestressed Stringer/Multi-beam or girder (21 spans) | -- | 2000 | -- | 60.0 | 741.2 | Fair | 67.8 | 2063 |
| NBI report | ANCH INTL AIRPORT | AIA PEDESTRIAN U.C. | MILE POINT 0.1 | Concrete Culvert | -- | 2000 | -- | 30.2 | 50.2 | Good | 93.6 | 4066 |
| NBI report | ALASKA RAILROAD | SOUTH AIRCRAFT DR U.P. | TED STEVENS AIRPORT | Steel Girder and floorbeam system | -- | 2002 | -- | 71.9 | -- | -- | -- | 2064 |
| NBI report | ALASKA RAILROAD | INTL AIRPORT RD E.B. U.P | TED STEVENS AIRPORT | Steel Girder and floorbeam system | -- | 2002 | -- | 126.0 | -- | -- | -- | 2065 |
| NBI report | VANDENBERG AVE | ALASKA RAILROAD | 0.1 miles south of inters | Prestressed Box beam or girders - Multiple | -- | 2002 | -- | 77.4 | 77.4 | Good | 97.2 | AFAKFXSB85313 |
| NBI report | C STREET | CAMPBELL CREEK, C STREET | MILE POINT 6.1 | Prestressed Tee beam | -- | 2003 | -- | 122.1 | 125.7 | Good | 92.7 | 0971 |
| NBI report | BULLDOG TRAIL | SHIP CREEK | 0.1 miles northwest of in | Prestressed Tee beam | -- | 2005 | -- | 77.4 | 77.4 | Good | 100.0 | AFAKFSXB95107 |
| NBI report | GRADY ROAD | SHIP CREEK | 0.25 miles northeast of i | Prestressed Tee beam | -- | 2005 | -- | 149.9 | 149.9 | Good | 88.7 | AFAKFSXB95101 |
| NBI report | SMALL BOAT LAUNCH | SHIP CREEK | MILE POINT 0.2 | Prestressed Tee beam (2 spans) | -- | 2005 | -- | 92.9 | 190.0 | Good | 93.1 | 2150 |
| NBI report | OMALLEY ROAD | C ST UC AT OMALLEY, EB | C ST SOUTH UNDER | Prestressed Tee beam (2 spans) | -- | 2006 | -- | 109.9 | 223.1 | Good | 92.1 | 2081 |
| NBI report | OMALLEY ROAD | C ST UC AT OMALLEY, WB | C ST SOUTH UNDER | Prestressed Tee beam (2 spans) | -- | 2006 | -- | 109.9 | 223.1 | Good | 92.1 | 2082 |
| NBI report | ELMORE ROAD | SOUTH FORK CAMPBELL CR | MILE POINT 2.5 | Prestressed Tee beam (5 spans) | -- | 2007 | -- | 120.1 | 566.0 | Fair | 79.0 | 2151 |
| NBI report | ELMORE ROAD | NORTH FORK CAMPBELL CR | MILE POINT 3.0 | Prestressed Tee beam (3 spans) | -- | 2007 | -- | 120.1 | 358.0 | Fair | 80.0 | 2152 |
| NBI report | WEST LAKE RIDGE DR | FIRE CREEK | MILE POINT 0.1 | Prestressed Slab | -- | 2007 | -- | 26.6 | 28.5 | Good | 93.9 | 2274 |
| NBI report | BRAGAW STREET | BRAGAW ST OVERCROSSING | MILE POINT 1.6 | Prestressed Tee beam (2 spans) | -- | 2008 | -- | 127.0 | 235.9 | Good | 79.5 | 2209 |
| NBI report | BRAGAW STREET | BRAGAW STREET PUC | MILE POINT 1.5 | Concrete Culvert | -- | 2008 | -- | 20.0 | 20.0 | Good | 76.8 | 2210 |
| NBI report | CREEKSIDE TWN CNTR | CHESTER CREEK EASTBOUND | MILE POINT 0.1 | Prestressed Tee beam | -- | 2008 | -- | 56.1 | 74.5 | Good | 95.9 | 2235 |
| NBI report | CREEKSIDE TWN CNTR | CHESTER CREEK WESTBOUND | MILE POINT 0.1 | Prestressed Tee beam | -- | 2008 | -- | 56.1 | 74.5 | Good | 95.9 | 2236 |
| NBI report Bridgehunter | CROW CREEK ROAD | CALIFORNIA CREEK | MILE POINT 0.5 | Prestressed Tee beam | -- | 2008 | -- | 77.1 | 80.1 | Good | 89.4 | 1027 |
| NBI report | BULLDOG TRAIL | CHESTER CREEK | Approximately 0.3 miles s | Wood Stringer/Multi-beam or girder | -- | 2009 | -- | 45.3 | 45.3 | Good | 84.9 | AFAKFSXB95106 |
| NBI report | MARTIN L KING AVE | 48TH AVE/BONIFACE EXT | MILE POINT 0.1 | Prestressed Tee beam | -- | 2010 | -- | 85.0 | 87.9 | Good | 97.2 | 2242 |
| NBI report Bridgehunter | OLD GLENN, EAGLE R | PETERS CREEK | MILE POINT 7.4 | Prestressed Tee beam | -- | 2011 | -- | 131.9 | 136.2 | Good | 91.1 | 0536 |
| NBI report | DOWLING ROAD | CAMPBELL CREEK, DOWLING | MILE POINT 0.6 | Prestressed Tee beam | -- | 2012 | -- | 123.0 | 127.0 | Good | 96.4 | 0972 |
| NBI report | HOMER DRIVE | CAMPBELL CR W FRONTAGE | MILE POINT 0.3 | Prestressed Tee beam (2 spans) | -- | 2012 | -- | 87.6 | 180.1 | Good | 88.9 | 1350 |
| NBI report | BRAYTON DRIVE | CAMPBELL CR E FRONTAGE | MILE POINT 0.6 | Prestressed Tee beam (2 spans) | -- | 2013 | -- | 87.6 | 180.1 | Good | 95.8 | 1157 |
| NBI report | SEWARD HIGHWAY | CAMPBELL CREEK - NB | MILE POINT 123.8 | Prestressed Tee beam | -- | 2013 | -- | 142.1 | 146.0 | Good | 85.0 | 1160 |
| NBI report | SEWARD HIGHWAY | CAMPBELL CREEK - SB | MILE POINT 123.8 | Prestressed Tee beam | -- | 2013 | -- | 142.1 | 146.0 | Good | 95.5 | 1861 |
| NBI report Bridgehunter | GLENN HIGHWAY | EAGLE RIVER NORTHBOUND 2 | MILE POINT 11.6 | Prestressed Tee beam (4 spans) | -- | 2015 | -- | 151.3 | 583.0 | Good | 88.1 | 2303 |
| NBI report | W DOWLING ROAD | HOWARD HOLTAN COURT UC | MILE POINT 3.1 | Steel Culvert | -- | 2015 | -- | 54.1 | 54.1 | Good | 81.2 | 4100 |
| NBI report | WEST DOWLING ROAD | W DOWLING ROAD OC | MILE POINT 3.0 | Steel Box beam or girders - Multiple | -- | 2015 | -- | 194.9 | 200.1 | Good | 97.6 | 2273 |
| NBI report | MULDOON ROAD | CHESTER CREEK | MILE POINT 2.0 | Steel Culvert | -- | 2016 | -- | 20.0 | 20.0 | Good | 81.7 | 4112 |
| NBI report Bridgehunter | OLD GLENN HIGHWAY | EKLUTNA RIVER | MILE POINT 0.3 | Prestressed Tee beam (2 spans) | -- | 2016 | -- | 126.0 | 253.9 | Good | 99.4 | 0537 |
| NBI report | MULDOON ROAD | MULDOON OVERCROSSING SB | MILE POINT 3.4 | Prestressed Tee beam (2 spans) | -- | 2017 | -- | 108.9 | 222.1 | Good | 92.5 | 1322 |
| NBI report | MULDOON ROAD | MULDOON OVERCROSSING NB | MILE POINT 3.3 | Prestressed Tee beam (2 spans) | -- | 2017 | -- | 108.9 | 222.1 | Good | 92.5 | 2308 |
| NBI report | SEWARD HIGHWAY | 76TH AVE UNDERCROSSING | MILE POINT 121.8 | Prestressed Tee beam | -- | 2017 | -- | 129.9 | 132.9 | Good | 93.9 | 2253 |