| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | S CHESTNUT AVE | CENTRAL CANAL | 0.1 MI N JCT JENSEN AVE | Concrete Slab (2 spans) | -- | -- | 1951 | 12.1 | 26.9 | Good | 89.7 | 42C0225 |
| NBI report | N FULTON AVE | DRY CREEK CANAL | AT DUDLEY AVE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1911 | -- | 19.0 | 39.0 | Fair | 55.7 | 42C0210 |
| NBI report | N. CLOVIS AVE | MILL DITCH | JUST SOUTH OF MCKINLEY AV | Concrete Slab (3 spans) | -- | 1921 | 1969 | 13.5 | 43.0 | Fair | 50.1 | 42C0105 |
| NBI report | N GOLDEN STATE BL | HERNDON CANAL | 0.05 MI SE OF BARSTOW | Concrete Culvert (5 spans) | -- | 1925 | 1936 | 7.9 | 41.0 | Fair | 69.7 | 42C0232 |
| NBI report | N THORNE AVE | DRY CREEK CANAL | AT NIELSEN AVE | Concrete Slab (2 spans) | -- | 1925 | 1940 | 17.4 | 36.1 | Good | 92.1 | 42C0482 |
| NBI report | S HUGHES AVE | HOUGHTON CANAL | AT/JSO NIELSEN AVE | Concrete Slab (2 spans) | -- | 1925 | 1947 | 13.1 | 26.9 | Fair | 52.0 | 42C0539 |
| NBI report | N BRAWLEY AVE | HERNDON CANAL | SOUTH OF SHAW AVE | Concrete Slab (2 spans) | -- | 1925 | 1988 | 22.0 | 44.0 | Fair | 78.6 | 42C0114 |
| NBI report | W NIELSEN AVE | HOUGHTON CANAL | 0.2 MI EAST OF HUGHES AVE | Concrete Slab (2 spans) | -- | 1925 | 2002 | 14.1 | 29.2 | Good | 96.4 | 42C0219 |
| NBI report | N ECHO AVE | DRY CREEK CANAL | SOUTH OF FRANKLIN AVE | Concrete Slab (2 spans) | -- | 1928 | -- | 19.0 | 40.0 | Fair | 79.6 | 42C0578 |
| NBI report | E FRANKLIN AVE | DRY CREEK CANAL | WEST OF YOSEMITE AVE | Concrete Slab (2 spans) | -- | 1930 | -- | 15.1 | 32.2 | Good | 74.7 | 42C0577 |
| NBI report | N COLLEGE AVE | DRY CREEK CANAL | SOUTH OF ELIZABETH ST | Concrete Slab (2 spans) | -- | 1935 | -- | 14.1 | 28.9 | Good | 73.7 | 42C0575 |
| NBI report | N GLENN AVE | DRY CREEK CANAL | SOUTH OF OLIVE AVE | Concrete Slab (2 spans) | -- | 1935 | -- | 12.1 | 26.9 | Fair | 85.9 | 42C0580 |
| NBI report | N ROOSEVELT AVE | DRY CREEK CANAL | SOUTH OF FRANKLIN AVE | Concrete Slab (2 spans) | -- | 1935 | -- | 17.1 | 36.1 | Fair | 64.7 | 42C0579 |
| NBI report | N SAN PABLO AVE | DRY CREEK CANAL | AT ELIZABETH ST | Concrete Slab (2 spans) | -- | 1935 | -- | 17.1 | 35.1 | Poor | 38.0 | 42C0228 |
| NBI report | S GOLDEN STATE BL | NORTH AVE & BNSF RY | 1/4 MI E OF S CEDAR AVE | Steel Stringer/Multi-beam or girder | -- | 1936 | -- | 158.1 | 1278.9 | Fair | 61.8 | 42C0084 |
| NBI report | E THOMAS AVENUE | DRY CREEK CANAL | AT YOSEMITE AVE | Concrete Slab | -- | 1939 | -- | 25.9 | 28.9 | Fair | 94.9 | 42C0576 |
| NBI report | E PATTERSON AVE | DRY CREEK CANAL | AT DELPHIA AVE | Concrete Slab | -- | 1940 | -- | 26.9 | 30.8 | Fair | 82.8 | 42C0581 |
| NBI report | N BLACKSTONE AVE | DRY CREEK CANAL | AT OLIVE AVE | Concrete Slab | -- | 1941 | 1964 | 44.0 | 46.6 | Fair | 65.0 | 42C0189 |
| NBI report | N BLACKSTONE AVE | HERNDON CANAL | AT SHIELDS AVE | Concrete Slab (2 spans) | -- | 1941 | 2003 | 20.0 | 41.0 | Good | 94.4 | 42C0589 |
| NBI report | N. MAPLE AVE | MILL DITCH | JUST SOUTH OF MCKINLEY AV | Concrete Slab | -- | 1948 | 1958 | 37.1 | 39.0 | Fair | 55.4 | 42C0217 |
| NBI report | E CALIFORNIA AVE | GOLDEN STATE BLVD | 200 FT EAST OF ST RTE 41 | Concrete Slab (2 spans) | -- | 1948 | 1963 | 64.0 | 132.9 | Fair | 72.5 | 42C0085 |
| NBI report | N. CEDAR AVE | MILL DITCH | SOUTH OF MCKINLEY AVE | Concrete Culvert (4 spans) | -- | 1948 | 1973 | 11.2 | 46.9 | Fair | 70.2 | 42C0200 |
| NBI report | W SHAW AVE | HERNDON CANAL | 0.05 MI WEST OF BRAWLEY | Concrete Slab (3 spans) | -- | 1951 | 1993 | 24.9 | 76.1 | Good | 94.0 | 42C0117 |
| NBI report | N. MILLBROOK AVE | DRY CREEK CANAL | 0.1 MI NORTH OF SHIELDS | Concrete Slab (2 spans) | -- | 1952 | 1961 | 15.1 | 30.8 | Poor | 36.3 | 42C0216 |
| NBI report | N BROADWAY | DRY CREEK CANAL | JUST SOUTH OF FRANKLIN AV | Concrete Slab | -- | 1953 | -- | 32.2 | 35.1 | Fair | 77.8 | 42C0229 |
| NBI report | N WEBER AVE (SB) | BELMONT AVE | .6 MI EAST OF ROUTE 99 | Prestressed Tee beam | NR eligible | 1953 | -- | 66.9 | 74.2 | Fair | 76.8 | 42C0071 |
| NBI report | E MICHIGAN AVE | HERNDON CANAL | WEST OF MILLBROOK AVE | Concrete Slab (4 spans) | -- | 1954 | -- | 22.0 | 60.0 | Fair | 43.4 | 42C0535 |
| NBI report | N FRUIT AVE | HOUGHTON CANAL | AT NIELSEN AVE | Concrete Slab (2 spans) | -- | 1954 | -- | 11.2 | 22.0 | Fair | 73.9 | 42C0452 |
| NBI report | N. FIRST ST | DRY CREEK CANAL | JUST S/O MCKINLEY AVE | Concrete Slab | -- | 1954 | 1979 | 29.9 | 32.2 | Poor | 34.9 | 42C0198 |
| NBI report | N FIRST ST | HERNDON CANAL | SOUTH OF SHIELDS AVE | Concrete Slab (2 spans) | -- | 1954 | 1999 | 23.0 | 45.9 | Fair | 84.2 | 42C0213 |
| NBI report | E JENSEN AVE | CENTRAL CANAL | WEST OF CHESTNUT AVE | Concrete Culvert (2 spans) | -- | 1955 | 1968 | 9.8 | 22.0 | Fair | 87.2 | 42C0053 |
| NBI report | OLIVE AVE | STATE ROUTE 99 | 06-FRE-099-23.30-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1955 | 1971 | 62.0 | 128.0 | Good | 88.8 | 42 0187 |
| NBI report | STATE ROUTE 99 | MCKINLEY AVE | 06-FRE-099-23.90-FRE | Concrete Box beam or girders - Multiple | -- | 1955 | 1988 | 70.5 | 77.8 | Good | 87.8 | 42 0181 |
| NBI report | STATE ROUTE 99 | S 99 OFFRAMP TO MOTEL DR | 06-FRE-099-24.20-FRE | Concrete Box beam or girders - Multiple | -- | 1955 | 1988 | 72.5 | 73.2 | Poor | 82.1 | 42 0182 |
| NBI report | CLINTON AVE | STATE ROUTE 99 & PARKWAY | 06-FRE-099-24.42-FRE | Concrete Box beam or girders - Multiple (5 spans) | -- | 1955 | 1993 | 63.0 | 319.9 | Good | 92.2 | 42 0183 |
| NBI report | EL DORADO ST | STATE ROUTE 99 | 06-FRE-099-21.46-FRE | Concrete Tee beam (2 spans) | -- | 1956 | -- | 53.2 | 111.9 | Good | 68.2 | 42 0184 |
| NBI report | TEILMAN - PACIFIC | STATE ROUTE 99 | 06-FRE-099-22.39-FRE | Concrete Tee beam (2 spans) | -- | 1956 | -- | 55.1 | 111.9 | Good | 72.1 | 42 0189 |
| NBI report | BELMONT AVE | STATE ROUTE 99 | 06-FRE-099-22.74-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1956 | 1968 | 65.9 | 209.0 | Good | 79.0 | 42 0186 |
| NBI report | CLINTON AVE | N MOTEL DR-N99 ON, UP RR | 06-FRE-099-24.41-FRE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1956 | 1993 | 143.4 | 212.0 | Good | 94.6 | 42 0191Y |
| NBI report | STATE ROUTE 99 | NIELSEN, HOUGHTON CANAL | 06-FRE-099-22.13-FRE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1956 | 1995 | 87.9 | 212.0 | Good | 87.3 | 42 0188 |
| NBI report | FRESNO STREET | STATE ROUTE 99 | 06-FRE-099-20.74-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 55.4 | 110.9 | Fair | 79.2 | 42 0170 |
| NBI report | KERN STREET | STATE ROUTE 99 | 06-FRE-099-20.46-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 65.0 | 124.0 | Good | 88.7 | 42 0159 |
| NBI report | STANISLAUS STREET | STATE ROUTE 99 | 06-FRE-099-21.01-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 66.9 | 133.9 | Good | 51.4 | 42 0172 |
| NBI report | TULARE STREET | STATE ROUTE 99 & RAMPS | 06-FRE-099-20.55-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 88.9 | 174.9 | Good | 93.5 | 42 0169 |
| NBI report | TUOLUMNE STREET | STATE ROUTE 99 | 06-FRE-099-20.92-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 78.7 | 157.8 | Fair | 77.2 | 42 0171 |
| NBI report | STANISLAUS STREET | UP RR, G STREET & H ST | 350 FT EAST OF G STREET | Steel Stringer/Multi-beam or girder (12 spans) | -- | 1958 | -- | 89.9 | 1108.0 | Fair | 64.2 | 42C0592 |
| NBI report | TUOLUMNE STREET | UP RR, G STREET & H ST | 400 FT EAST OF G STREET | Steel Stringer/Multi-beam or girder (13 spans) | -- | 1958 | -- | 89.9 | 1053.2 | Fair | 62.7 | 42C0593 |
| NBI report | N FRESNO ST | DRY CREEK CANAL | SOUTH OF MCKINLEY AVE | Prestressed Slab | -- | 1958 | 1979 | 41.0 | 43.0 | Good | 96.9 | 42C0197 |
| NBI report | GOLDEN STATE-S99 | STATE ROUTE 99 | 06-FRE-099-26.22-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1959 | -- | 81.0 | 278.2 | Good | 90.3 | 42 0148 |
| NBI report | N FRESNO ST | HERNDON CANAL | JUST SOUTH OF SHIELDS AVE | Prestressed Slab | -- | 1959 | -- | 40.0 | 40.0 | Fair | 48.4 | 42C0212 |
| NBI report | N. CHESTNUT AVE | MILL DITCH | JUST SOUTH OF MCKINLEY AV | Concrete Slab (2 spans) | -- | 1959 | -- | 22.0 | 44.0 | Fair | 72.9 | 42C0224 |
| NBI report | N FOWLER AVE | FANCHER CREEK CANAL | NORTH OF TULARE ST | Concrete Slab | -- | 1959 | 1991 | 28.9 | 30.8 | Good | 80.6 | 42C0566 |
| NBI report | ASHLAN AVE | STATE ROUTE 99 | 06-FRE-099-26.55-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1959 | 1993 | 122.1 | 368.5 | Good | 88.2 | 42 0140 |
| NBI report | S99-MOTEL DR OFFRP | STATE ROUTE 99 | 06-FRE-099-30.99-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1960 | -- | 127.0 | 417.0 | Good | 88.6 | 42 0126K |
| NBI report | SHAW AVENUE | STATE ROUTE 99 | 06-FRE-099-28.10-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1960 | -- | 107.9 | 213.6 | Good | 69.3 | 42 0130 |
| NBI report | N GATES AVE | HERNDON CANAL | 0.5 MI NE OF SHAW AVE | Concrete Slab (2 spans) | -- | 1960 | 1982 | 25.9 | 53.2 | Good | 94.0 | 42C0524 |
| NBI report | WATER ISLAND PK DR | HERNDON CANAL | 0.2 MI N OF SHAW AVE | Concrete Slab (2 spans) | -- | 1960 | 1985 | 30.8 | 65.0 | Good | 95.4 | 42C0594 |
| NBI report | N. CEDAR AVE | DRY CREEK CANAL | SOUTH OF DAKOTA AVE | Concrete Slab | -- | 1961 | 1974 | 21.0 | 22.0 | Good | 90.3 | 42C0201 |
| NBI report | N FRUIT AVE | HERNDON CANAL | 0.22 MI N DAKOTA AVE | Concrete Slab (2 spans) | -- | 1961 | 1981 | 26.9 | 56.1 | Fair | 97.0 | 42C0207 |
| NBI report | E SHIELDS AVE | DRY CREEK CANAL | 0.1 MI WEST OF MILLBROOK | Concrete Culvert (2 spans) | -- | 1962 | -- | 16.1 | 33.1 | Fair | 86.7 | 42C0122 |
| NBI report | CALIFORNIA AVE | STATE ROUTE 99 | 06-FRE-099-19.86-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 105.0 | 274.6 | Good | 97.7 | 42 0217 |
| NBI report | CHURCH AVE | STATE ROUTE 99 | 06-FRE-099-19.20-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 107.0 | 274.9 | Good | 93.2 | 42 0214 |
| NBI report | E JENSEN AVE | UP RR, BNSF,AMTRAK, & ST | 900 FT E OF GOLDEN ST BLV | Prestressed Stringer/Multi-beam or girder (6 spans) | -- | 1963 | -- | 110.9 | 657.2 | Good | 83.4 | 42C0136 |
| NBI report | N MAROA AVE | HERNDON CANAL | 0.25 MI NORTH OF SHIELDS | Prestressed Slab | -- | 1963 | -- | 43.0 | 44.0 | Fair | 85.6 | 42C0208 |
| NBI report | S41-S99 CONNECTOR | SR 99 & N41-N99 CONNECTR | 06-FRE-041-R21.81-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 186.0 | 665.1 | Fair | 63.2 | 42 0216F |
| NBI report | S99-GOLDEN STATE | STATE ROUTE 99 & RAMPS | 06-FRE-099-20.06-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 107.0 | 337.0 | Good | 91.3 | 42 0218K |
| NBI report | VENTURA ST | S99-GOLDEN STATE OFFRAMP | 06-FRE-099-20.19-FRE | Concrete Box beam or girders - Multiple (3 spans) | -- | 1963 | -- | 50.9 | 107.0 | Good | 88.0 | 42 0384 |
| NBI report | VENTURA STREET | STATE ROUTE 99 | 06-FRE-099-20.19-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 69.9 | 206.0 | Good | 91.5 | 42 0158E |
| NBI report | VENTURA STREET | NB GOLDEN STATE-N99 ONRP | 06-FRE-099-20.19-FRE | Concrete Box beam or girders - Multiple (3 spans) | -- | 1963 | -- | 44.0 | 91.9 | Good | 84.7 | 42 0385 |
| NBI report | N WEST AVE | HERNDON CANAL | NORTH OF ASHLAN AVE | Prestressed Slab | -- | 1963 | 1974 | 43.0 | 44.0 | Good | 95.7 | 42C0190 |
| NBI report | N HUGHES AVE | HERNDON CANAL | 0.18 MI N OF ASHLAN AVE | Concrete Slab (2 spans) | -- | 1964 | -- | 22.0 | 44.9 | Fair | 67.9 | 42C0534 |
| NBI report | N VAN NESS AVE | DRY CREEK CANAL | 0.2 MI S OLIVE AVE | Concrete Culvert (3 spans) | -- | 1964 | -- | 14.1 | 41.0 | Fair | 88.7 | 42C0205 |
| NBI report | E MCKINLEY AVE | HERNDON CANAL | AT MILLBROOK AVE | Concrete Culvert (3 spans) | -- | 1964 | 1984 | 11.2 | 33.1 | Fair | 86.4 | 42C0188 |
| NBI report | E. DAKOTA AVE | DRY CREEK CANAL | EAST OF CEDAR AVE | Concrete Culvert (3 spans) | -- | 1965 | -- | 13.1 | 27.9 | Good | 88.0 | 42C0537 |
| NBI report | E. FOUNTAIN WAY | DRY CREEK CANAL | JUST E/O MILLBROOK AVE | Concrete Culvert (2 spans) | -- | 1965 | -- | 9.8 | 22.0 | Good | 79.4 | 42C0536 |
| NBI report | H ST | FRESNO STREET | 700 FT EAST OF G STREET | Concrete Slab (3 spans) | -- | 1965 | -- | 44.9 | 88.9 | Fair | 79.5 | 42C0203 |
| NBI report | BROADWAY-S41 ON RP | SAN BENITO STREET | 06-FRE-041-R22.58-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1966 | -- | 74.2 | 107.0 | Good | 94.7 | 42 0229K |
| NBI report | S CLOVIS AVE | FANCHER CREEK CANAL | 0.3 MI N OF S.R. 180 | Concrete Culvert (2 spans) | -- | 1966 | -- | 15.1 | 25.9 | Fair | 85.7 | 42C0032 |
| NBI report | STATE ROUTE 41 NB | CALIF,GOLDEN ST,G,BROAD | 06-FRE-041-R22.11-FRE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 162.1 | 2118.2 | Fair | 86.0 | 42 0226R |
| NBI report | STATE ROUTE 41 SB | CALIF,GOLDEN ST,G,BROAD | 06-FRE-041-R22.11-FRE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 160.1 | 2118.2 | Poor | 83.9 | 42 0226L |
| NBI report | VAN NESS AVE | UNDERGROUND PARKING LOT | NORTH OF TULARE ST | Prestressed Slab (3 spans) | -- | 1966 | -- | 32.2 | 65.9 | Good | 66.1 | 42C0214 |
| NBI report | W ASHLAN AVE | HERNDON CANAL | EAST OF WEST AVE | Prestressed Tee beam | -- | 1967 | 1974 | 58.1 | 60.0 | Fair | 77.7 | 42C0191 |
| NBI report | STATE ROUTE 41 NB | VAN NESS AVE | 06-FRE-041-R22.65-FRE | Prestressed Box beam or girders - Multiple | -- | 1969 | -- | 129.9 | 130.9 | Good | 93.3 | 42 0227R |
| NBI report | STATE ROUTE 41 SB | VAN NESS AVE | 06-FRE-041-R22.65-FRE | Prestressed Box beam or girders - Multiple | -- | 1969 | -- | 130.9 | 130.9 | Good | 91.4 | 42 0227L |
| NBI report | JENSEN AVE | STATE ROUTE 41 | 06-FRE-041-R21.11-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1972 | -- | 122.1 | 240.2 | Fair | 81.9 | 42 0268 |
| NBI report | BROADWAY-N41 ON-RP | N41-VAN NESS OFF,VAN NES | 06-FRE-041-R22.65-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1974 | -- | 155.8 | 400.0 | Good | 92.0 | 42 0227S |
| NBI report | DIVISADERO ST | STATE ROUTE 41 | 06-FRE-041-R23.76-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1974 | -- | 132.9 | 253.0 | Good | 89.8 | 42 0284 |
| NBI report | HUNTINGTON BLVD | STATE ROUTE 41 | 06-FRE-041-R23.58-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1974 | -- | 125.0 | 234.9 | Fair | 96.5 | 42 0279 |
| NBI report | NORTH H ST | DRY CREEK CANAL | SOUTH OF PALM AVE | Concrete Culvert (3 spans) | -- | 1974 | -- | 11.2 | 33.1 | Good | 96.9 | 42C0070 |
| NBI report | S41-VAN NESS OFF-R | M ST-S41 ON-RAMP, M ST | 06-FRE-041-R22.77-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1974 | -- | 109.9 | 294.0 | Good | 92.2 | 42 0228K |
| NBI report | SAN BENITO-N41 ON | O STREET | 06-FRE-041-R22.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 147.0 | 149.9 | Good | 98.0 | 42 0282S |
| NBI report | STATE ROUTE 41 | BNSF RY,AMTRAK,3 STREETS | 06-FRE-041-R23.07-FRE | Prestressed Box beam or girders - Multiple (9 spans) | -- | 1974 | -- | 146.0 | 1016.1 | Good | 83.0 | 42 0278 |
| NBI report | STATE ROUTE 41 | O STREET | 06-FRE-041-R22.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 149.0 | 151.9 | Good | 92.9 | 42 0282 |
| NBI report | STATE ROUTE 41 NB | M STREET | 06-FRE-041-R22.80-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 126.0 | 128.9 | Good | 94.4 | 42 0228R |
| NBI report | STATE ROUTE 41 SB | M STREET | 06-FRE-041-R22.80-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 128.9 | 131.9 | Good | 94.4 | 42 0228L |
| NBI report | TULARE ST | STATE ROUTE 41 | 06-FRE-041-R23.74-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1974 | -- | 163.1 | 318.9 | Good | 71.0 | 42 0283 |
| NBI report | W NORTH AVE | DRY CREEK CANAL | 1.3 MI E/O CHATEAU FRESNO | Concrete Culvert (2 spans) | -- | 1975 | -- | 11.2 | 21.0 | Good | 96.8 | 42C0341 |
| NBI report | S PEACH AVE | CENTRAL CANAL | AT CHURCH AVE | Concrete Culvert (2 spans) | -- | 1975 | 1991 | 13.5 | 27.9 | Good | 96.2 | 42C0450 |
| NBI report | N. PEACH AVE | MILL DITCH | JUST SOUTH OF MCKINLEY AV | Concrete Culvert (3 spans) | -- | 1975 | 2003 | 12.1 | 38.1 | Good | 94.5 | 42C0587 |
| NBI report | ASHLAN AVENUE | STATE ROUTE 41 | 06-FRE-041-R27.47-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1979 | -- | 111.9 | 228.0 | Poor | 64.6 | 42 0277 |
| NBI report | DAKOTA AVENUE | STATE ROUTE 41 | 06-FRE-041-R26.97-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1979 | -- | 108.9 | 220.2 | Poor | 65.3 | 42 0298 |
| NBI report | GETTYSBURG AVE | STATE ROUTE 41 | 06-FRE-041-R27.97-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1979 | -- | 108.9 | 221.1 | Fair | 82.5 | 42 0300 |
| NBI report | N MARKS AVE | HERNDON CANAL | 0.5 MI NORTH OF ASHLAN | Concrete Culvert (3 spans) | -- | 1979 | -- | 20.0 | 62.0 | Fair | 92.7 | 42C0199 |
| NBI report | SHAW AVE | STATE ROUTE 41 | 06-FRE-041-R28.43-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1979 | -- | 126.0 | 254.9 | Fair | 77.3 | 42 0301 |
| NBI report | BELMONT AVE | STATE ROUTE 41 | 06-FRE-041-R24.26-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1980 | -- | 149.9 | 290.0 | Good | 92.5 | 42 0286 |
| NBI report | E180-N41 CONNECTOR | SR 41 & N41-W180 CONNCTR | 06-FRE-180-R58.59-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1980 | -- | 178.2 | 1056.2 | Good | 91.2 | 42 0289G |
| NBI report | N41-W180 CONNECTOR | STATE ROUTE 41, N41-W180 | 06-FRE-041-R24.56-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1980 | -- | 112.9 | 295.9 | Fair | 90.6 | 42 0288G |
| NBI report | STATE ROUTE 41 | DRY CREEK CANAL | 06-FRE-041-R25.26-FRE | Concrete Culvert (2 spans) | -- | 1980 | -- | 16.1 | 32.2 | Good | 85.0 | 42 0382 |
| NBI report | STATE ROUTE 41 | HERNDON CANAL | 06-FRE-041-R26.44-FRE | Concrete Culvert (3 spans) | -- | 1980 | -- | 13.1 | 40.0 | Good | 85.0 | 42 0383 |
| NBI report | W180-BLACKSTONE AV | BLACKSTONE AVE | 06-FRE-180-R57.84-FRE | Prestressed Box beam or girders - Multiple | -- | 1980 | -- | 117.1 | 118.1 | Fair | 97.3 | 42 0319K |
| NBI report | SR 180 EB | BNSF RY & AMTRAK | 06-FRE-180-R58.04-FRE | Prestressed Slab (3 spans) | -- | 1980 | 1994 | 49.9 | 122.1 | Fair | 93.0 | 42 0321R |
| NBI report | SR 180 WB | ABBY STREET | 06-FRE-180-R57.92-FRE | Prestressed Box beam or girders - Multiple | -- | 1980 | 1995 | 132.9 | 132.9 | Fair | 90.9 | 42 0320L |
| NBI report | SR 180 WB | BNSF RY & AMTRAK | 06-FRE-180-R58.04-FRE | Prestressed Slab (3 spans) | -- | 1980 | 1995 | 49.9 | 122.1 | Good | 86.6 | 42 0321L |
| NBI report | SR 180 EB | FRESNO STREET | 06-FRE-180-R58.36-FRE | Prestressed Box beam or girders - Multiple | -- | 1980 | 1999 | 139.1 | 140.1 | Good | 90.1 | 42 0322R |
| NBI report | SR 180 WB | FRESNO STREET | 06-FRE-180-R58.36-FRE | Prestressed Box beam or girders - Multiple | -- | 1980 | 1999 | 139.1 | 140.1 | Good | 95.4 | 42 0322L |
| NBI report | BARSTOW AVE | STATE ROUTE 41 | 06-FRE-041-R28.96-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 109.9 | 220.2 | Poor | 64.1 | 42 0302 |
| NBI report | N41-MCKINLEY OFFRP | MCKINLEY AVENUE | 06-FRE-041-R25.27-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 87.9 | 172.9 | Good | 96.9 | 42 0293S |
| NBI report | S41-W180 CONNECTOR | OLIVE AVENUE | 06-FRE-041-R24.73-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 124.0 | 125.0 | Good | 96.4 | 42 0291F |
| NBI report | STATE ROUTE 41 NB | SJVR,UP RR,FLORADORA AVE | 06-FRE-041-R25.00-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 98.1 | 184.1 | Good | 83.5 | 42 0292R |
| NBI report | STATE ROUTE 41 NB | MCKINLEY AVE | 06-FRE-041-R25.27-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 101.1 | 193.9 | Good | 83.5 | 42 0293R |
| NBI report | STATE ROUTE 41 NB | FRESNO STREET | 06-FRE-041-R25.60-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 171.9 | 183.1 | Good | 82.4 | 42 0294R |
| NBI report | STATE ROUTE 41 NB | CLINTON AVE | 06-FRE-041-R25.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 129.9 | 130.9 | Good | 83.5 | 42 0295R |
| NBI report | STATE ROUTE 41 NB | PRINCETON AVE | 06-FRE-041-R26.20-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 108.9 | 109.9 | Good | 87.0 | 42 0296R |
| NBI report | STATE ROUTE 41 NB | SHIELDS AVENUE | 06-FRE-041-R26.46-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 77.1 | 152.9 | Fair | 85.0 | 42 0297R |
| NBI report | STATE ROUTE 41 SB | OLIVE AVE | 06-FRE-041-R24.75-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 123.0 | 124.0 | Good | 83.5 | 42 0291L |
| NBI report | STATE ROUTE 41 SB | SJVR,UP RR,FLORADORA AVE | 06-FRE-041-R25.00-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 88.9 | 169.0 | Good | 84.7 | 42 0292L |
| NBI report | STATE ROUTE 41 SB | MCKINLEY AVE | 06-FRE-041-R25.27-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 91.9 | 176.8 | Good | 81.0 | 42 0293L |
| NBI report | STATE ROUTE 41 SB | FRESNO STREET | 06-FRE-041-R25.60-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 173.9 | 183.1 | Good | 83.5 | 42 0294L |
| NBI report | STATE ROUTE 41 SB | CLINTON AVE | 06-FRE-041-R25.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 139.1 | 139.1 | Good | 83.5 | 42 0295L |
| NBI report | STATE ROUTE 41 SB | PRINCETON AVE | 06-FRE-041-R26.20-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 108.9 | 109.9 | Good | 87.0 | 42 0296L |
| NBI report | STATE ROUTE 41 SB | SHIELDS AVENUE | 06-FRE-041-R26.46-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 77.1 | 152.9 | Fair | 85.0 | 42 0297L |
| NBI report | STATE ROUTE 41 NB | OLIVE AVE | 06-FRE-041-R24.75-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | 1999 | 123.0 | 124.0 | Good | 85.8 | 42 0291R |
| NBI report | W HERNDON AVE | BNSF RY & AMTRAK | 0.2 MI EAST OF POLK AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1983 | -- | 87.9 | 212.9 | Fair | 71.6 | 42C0572 |
| NBI report | STATE ROUTE 41 NB | HERNDON AVE | 06-FRE-041-R30.45-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1986 | -- | 83.0 | 166.0 | Good | 88.6 | 42 0305R |
| NBI report | STATE ROUTE 41 SB | HERNDON AVE | 06-FRE-041-R30.45-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1986 | -- | 83.0 | 166.0 | Good | 87.6 | 42 0305L |
| NBI report | STATE ROUTE 41 SB | FRIANT ROAD | 06-FRE-041-R31.68-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1987 | -- | 89.9 | 181.1 | Good | 93.8 | 42 0308L |
| NBI report | STATE ROUTE 41 SB | ALLUVIAL AVE | 06-FRE-041-R30.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1987 | -- | 128.0 | 129.9 | Good | 92.8 | 42 0386L |
| NBI report | BULLARD AVE | STATE ROUTE 41 | 06-FRE-041-R29.46-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1988 | -- | 107.0 | 216.9 | Poor | 60.1 | 42 0303 |
| NBI report | N WISHON AVE | HERNDON CANAL | SOUTH OF LANSING WAY | Concrete Slab (2 spans) | -- | 1988 | -- | 28.9 | 58.1 | Fair | 97.9 | 42C0333 |
| NBI report | SIERRA AVE | STATE ROUTE 41 | 06-FRE-041-R29.96-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1988 | -- | 106.0 | 216.9 | Poor | 66.3 | 42 0304 |
| NBI report | AUDUBON DR | STATE ROUTE 41 | 06-FRE-041-R32.17-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1989 | -- | 103.0 | 205.1 | Good | 91.7 | 42 0387 |
| NBI report | E BELMONT AVE | DRY CREEK CANAL | EAST OF BROADWAY | Concrete Slab (2 spans) | -- | 1989 | -- | 21.0 | 43.0 | Poor | 93.5 | 42C0130 |
| NBI report | STATE ROUTE 41 SB | NEES AVE | 06-FRE-041-R31.45-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1989 | -- | 122.1 | 221.1 | Good | 91.7 | 42 0388L |
| NBI report | STATE ROUTE 41 SB | EL PASO AVENUE | 06-FRE-041-R31.20-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 118.1 | 121.1 | Good | 94.9 | 42 0389L |
| NBI report | STATE ROUTE 41 NB | NEES AVE | 06-FRE-041-R31.45-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1989 | 2005 | 107.9 | 288.1 | Fair | 93.8 | 42 0388R |
| NBI report | STATE ROUTE 41 NB | EL PASO AVENUE | 06-FRE-041-R31.20-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | 2005 | 117.1 | 120.1 | Good | 94.9 | 42 0389R |
| NBI report | STATE ROUTE 41 NB | ALLUVIAL AVE | 06-FRE-041-R30.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | 2006 | 128.0 | 129.9 | Good | 92.8 | 42 0386R |
| NBI report | STATE ROUTE 41 NB | FRIANT ROAD | 06-FRE-041-R31.68-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1989 | 2008 | 87.9 | 170.9 | Good | 93.8 | 42 0308R |
| NBI report | N VAN NESS BLVD | HERNDON CANAL | SOUTH OF LANSING WAY | Concrete Slab (2 spans) | -- | 1990 | -- | 25.9 | 51.8 | Fair | 85.8 | 42C0332 |
| NBI report | E CHURCH AVE | CENTRAL CANAL | 0.17 MI WEST OF PEACH AVE | Concrete Culvert (2 spans) | -- | 1991 | -- | 9.8 | 22.0 | Good | 97.3 | 42C0303 |
| NBI report | N THESTA AVE | DRY CREEK CANAL | NORTH OF FLORADORA AVE | Concrete Slab | -- | 1991 | -- | 29.9 | 29.9 | Fair | 95.8 | 42C0585 |
| NBI report | N MARTY AVE | HERNDON CANAL | 0.25 MI S/O SHAW AVE | Concrete Slab (3 spans) | -- | 1992 | -- | 19.0 | 58.1 | Fair | 96.1 | 42C0603 |
| NBI report | E180-ABBY ST OFFRP | ABBY STREET | 06-FRE-180-R57.92-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 125.3 | 128.0 | Good | 99.0 | 42 0320S |
| NBI report | S WILLOW AVE | CENTRAL CANAL | 0.17 MI N JENSEN AVE | Concrete Slab | -- | 1995 | -- | 37.7 | 43.0 | Good | 78.6 | 42C0521 |
| NBI report | S99-E180 CONNECTOR | E180-S99, 99, N99-W180 | 06-FRE-099-21.74-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1995 | -- | 168.6 | 596.8 | Fair | 94.0 | 42 0311F |
| NBI report | SR 180 EB | G STREET | 06-FRE-180-R56.67-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 104.0 | 196.5 | Good | 93.3 | 42 0313R |
| NBI report | SR 180 EB | UP RR, SJVR, & H STREET | 06-FRE-180-R56.78-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 141.4 | 407.8 | Good | 86.9 | 42 0314R |
| NBI report | SR 180 EB | BROADWAY | 06-FRE-180-R57.07-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 140.1 | 144.7 | Good | 95.7 | 42 0315R |
| NBI report | SR 180 EB | FULTON STREET | 06-FRE-180-R57.24-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 155.2 | 159.8 | Fair | 94.6 | 42 0316R |
| NBI report | SR 180 EB | VAN NESS AVE | 06-FRE-180-R57.34-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 143.4 | 148.0 | Fair | 94.6 | 42 0317R |
| NBI report | SR 180 EB | BELMONT, PARK, SAN PABLO | 06-FRE-180-R57.45-FRE | Prestressed Box beam or girders - Multiple (7 spans) | -- | 1995 | -- | 138.5 | 810.4 | Fair | 94.6 | 42 0318R |
| NBI report | SR 180 EB | BLACKSTONE AVE | 06-FRE-180-R57.84-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 126.6 | 128.9 | Fair | 85.3 | 42 0319R |
| NBI report | SR 180 EB | ABBY STREET | 06-FRE-180-R57.92-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 134.8 | 136.5 | Fair | 90.9 | 42 0320R |
| NBI report | SR 180 WB | G STREET | 06-FRE-180-R56.66-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 106.3 | 195.9 | Good | 94.3 | 42 0313L |
| NBI report | SR 180 WB | UP RR, SJVR, & H STREET | 06-FRE-180-R56.78-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 144.0 | 410.5 | Fair | 92.2 | 42 0314L |
| NBI report | SR 180 WB | BROADWAY | 06-FRE-180-R57.07-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 140.1 | 144.7 | Fair | 96.7 | 42 0315L |
| NBI report | SR 180 WB | FULTON STREET | 06-FRE-180-R57.24-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 157.8 | 162.4 | Fair | 94.6 | 42 0316L |
| NBI report | SR 180 WB | VAN NESS AVE | 06-FRE-180-R57.34-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 146.3 | 150.9 | Fair | 94.6 | 42 0317L |
| NBI report | SR 180 WB | BELMONT AV, SAN PABLO AV | 06-FRE-180-R57.45-FRE | Prestressed Box beam or girders - Multiple (7 spans) | -- | 1995 | -- | 133.9 | 859.0 | Fair | 96.7 | 42 0318L |
| NBI report | SR 180 WB | BLACKSTONE AVE | 06-FRE-180-R57.84-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 126.6 | 128.9 | Fair | 86.3 | 42 0319L |
| NBI report | W180-FULTON ST OFF | FULTON STREET | 06-FRE-180-R57.24-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 147.0 | 151.6 | Fair | 96.0 | 42 0316K |
| NBI report | W180-N&S99 CONNCTR | N99-W180 CONNECTOR | 06-FRE-180-R56.39-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 158.8 | 162.1 | Fair | 82.0 | 42 0312F |
| NBI report | W180-S99 CONNECTOR | STATE ROUTE 99 | 06-FRE-180-R56.25-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 147.0 | 292.0 | Fair | 94.8 | 42 0299F |
| NBI report | S99-E&W180 CONNCTR | NIELSEN, HOUGHTON CANAL | 06-FRE-099-22.15-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1996 | -- | 107.0 | 174.2 | Good | 93.6 | 42 0188F |
| NBI report | N. MILLBROOK AVE | MILL DITCH | AT MCKINLEY AVE | Concrete Culvert (5 spans) | -- | 1997 | -- | 9.8 | 54.1 | Good | 80.1 | 42C0611 |
| NBI report | N41-N99 CONNECTOR | SR 99 & S41-S99 CONNECTR | 06-FRE-041-R21.75-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1997 | -- | 192.9 | 707.4 | Poor | 88.4 | 42 0267G |
| NBI report | STATE ROUTE 41 NB | CHURCH AVENUE | 06-FRE-041-R21.60-FRE | Prestressed Box beam or girders - Multiple | -- | 1997 | -- | 130.6 | 130.6 | Fair | 85.1 | 42 0265R |
| NBI report | STATE ROUTE 41 NB | SR 99, N41-N99, S41-S99 | 06-FRE-041-R21.77-FRE | Prestressed Box beam or girders - Multiple (6 spans) | -- | 1997 | -- | 183.1 | 923.9 | Fair | 91.6 | 42 0266R |
| NBI report | STATE ROUTE 41 SB | NORTH AVENUE | 06-FRE-041-R18.61-FRE | Prestressed Box beam or girders - Multiple | -- | 1997 | -- | 158.1 | 158.1 | Good | 90.6 | 42 0264L |
| NBI report | STATE ROUTE 41 SB | CHURCH AVENUE | 06-FRE-041-R21.60-FRE | Prestressed Box beam or girders - Multiple | -- | 1997 | -- | 130.6 | 130.6 | Fair | 83.1 | 42 0265L |
| NBI report | STATE ROUTE 41 SB | SR 99, N41-N99, S41-S99 | 06-FRE-041-R21.79-FRE | Prestressed Box beam or girders - Multiple (6 spans) | -- | 1997 | -- | 183.1 | 896.0 | Poor | 90.2 | 42 0266L |
| NBI report | N TEILMAN AVENUE | HOUGHTON CANAL | AT NIELSEN AVE | Concrete Culvert (2 spans) | -- | 1998 | -- | 15.1 | 30.2 | Good | 96.8 | 42C0608 |
| NBI report | STATE ROUTE 168 EB | FLORADORA AVE & SJVR | 06-FRE-168S-R0.73-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1998 | -- | 102.0 | 182.1 | Good | 98.0 | 42 0334R |
| NBI report | STATE ROUTE 168 WB | FLORADORA AVE & SJVR | 06-FRE-168S-R0.73-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1998 | -- | 102.0 | 182.1 | Good | 98.0 | 42 0334L |
| NBI report | STATE ROUTE 168 WB | MCKINLEY AVE, MILL DITCH | 06-FRE-168S-R0.97-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1998 | -- | 119.4 | 200.1 | Fair | 93.5 | 42 0335L |
| NBI report | BARSTOW AVE | STATE ROUTE 168 | 06-FRE-168S-R4.95-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 160.8 | 315.0 | Good | 95.5 | 42 0360 |
| NBI report | BULLARD AVE | STATE ROUTE 168 | 06-FRE-168S-R5.63-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 212.6 | 406.8 | Fair | 89.8 | 42 0401 |
| NBI report | CEDAR AVENUE | STATE ROUTE 180 | 06-FRE-180-R59.88-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1999 | -- | 143.7 | 525.6 | Good | 93.5 | 42 0326 |
| NBI report | CLINTON AVE | STATE ROUTE 168 & RAMPS | 06-FRE-168S-R1.49-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 121.1 | 242.1 | Fair | 96.9 | 42 0337 |
| NBI report | DAKOTA AVE | STATE ROUTE 168 | 06-FRE-168S-R2.52-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 121.1 | 232.6 | Good | 95.0 | 42 0339 |
| NBI report | E180-E168 CONNECTR | STATE ROUTE 180 & RAMPS | 06-FRE-180-R59.90-FRE | Prestressed Box beam or girders - Multiple (6 spans) | -- | 1999 | -- | 183.1 | 941.6 | Good | 98.0 | 42 0327G |
| NBI report | E180-E168 CONNECTR | OLIVE AVE | 06-FRE-180-R60.10-FRE | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 137.1 | 137.1 | Good | 99.0 | 42 0328G |
| NBI report | S41-E180 CONNECTOR | SR 41, SR 180 | 06-FRE-041-R24.55-FRE | Prestressed Box beam or girders - Multiple (12 spans) | -- | 1999 | -- | 168.6 | 1791.4 | Good | 81.5 | 42 0290F |
| NBI report | S41-E180 CONNECTOR | OLIVE AVENUE | 06-FRE-041-R24.75-FRE | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 136.2 | 136.2 | Good | 96.8 | 42 0291K |
| NBI report | SHIELDS AVE | STATE ROUTE 168 | 06-FRE-168S-R2.02-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 110.9 | 220.2 | Fair | 90.2 | 42 0338 |
| NBI report | SR 180 EB | STATE ROUTE 41 | 06-FRE-180-R58.66-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 117.5 | 290.0 | Good | 97.1 | 42 0288R |
| NBI report | SR 180 EB | FIRST STREET | 06-FRE-180-R58.86-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 83.0 | 166.0 | Good | 96.8 | 42 0323R |
| NBI report | SR 180 WB | STATE ROUTE 41 | 06-FRE-180-R58.66-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 117.5 | 290.0 | Good | 88.2 | 42 0288L |
| NBI report | SR 180 WB | FIRST STREET | 06-FRE-180-R58.86-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 83.0 | 166.0 | Good | 82.0 | 42 0323L |
| NBI report | STATE ROUTE 168 EB | ASHLAN AVE | 06-FRE-168S-R3.04-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 138.1 | 276.6 | Fair | 97.4 | 42 0340R |
| NBI report | STATE ROUTE 168 EB | GETTYSBURG AVE | 06-FRE-168S-R3.65-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 112.2 | 224.7 | Good | 97.4 | 42 0341R |
| NBI report | STATE ROUTE 168 EB | SHAW AVENUE | 06-FRE-168S-R4.26-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 150.9 | 289.1 | Good | 97.4 | 42 0342R |
| NBI report | STATE ROUTE 168 WB | ASHLAN AVE | 06-FRE-168S-R3.04-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 137.8 | 275.6 | Fair | 97.4 | 42 0340L |
| NBI report | STATE ROUTE 168 WB | GETTYSBURG AVE | 06-FRE-168S-R3.65-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1999 | -- | 112.5 | 225.1 | Good | 98.4 | 42 0341L |
| NBI report | STATE ROUTE 168 WB | SHAW AVENUE | 06-FRE-168S-R4.26-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 150.6 | 288.4 | Good | 97.4 | 42 0342L |
| NBI report | STATE ROUTE 41 NB | PERRIN ROAD | 06-FRE-041-33.11-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 1999 | -- | 118.1 | 119.1 | Good | 99.1 | 42 0390R |
| NBI report | STATE ROUTE 41 SB | PERRIN ROAD | 06-FRE-041-33.11-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 1999 | -- | 118.1 | 119.1 | Good | 99.1 | 42 0390L |
| NBI report | W168-W180 CONNECTR | CEDAR AVE ON & OFF-RAMPS | 06-FRE-168S-R0.39-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 123.0 | 230.0 | Fair | 97.1 | 42 0331F |
| NBI report | W168-W180 CONNECTR | OLIVE AVE | 06-FRE-168S-R0.52-FRE | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 171.9 | 171.9 | Fair | 96.0 | 42 0333F |
| NBI report | W180-N41 CONNECTOR | FIRST STREET | 06-FRE-180-R58.87-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 87.9 | 175.9 | Fair | 99.1 | 42 0323J |
| NBI report | W180-S41 CONNECTOR | SR 41, SR 180 | 06-FRE-180-R58.67-FRE | Prestressed Box beam or girders - Multiple (7 spans) | -- | 1999 | -- | 169.6 | 1035.2 | Good | 97.5 | 42 0287F |
| NBI report | W180-S41 CONNECTOR | FIRST STREET | 06-FRE-180-R58.87-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 87.9 | 175.9 | Good | 95.3 | 42 0323K |
| NBI report | WILLOW AVE | STATE ROUTE 168 | 06-FRE-168S-R4.81-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 172.3 | 331.4 | Good | 89.6 | 42 0359 |
| NBI report | W KEARNEY BLVD | DRY CREEK CANAL | 0.17 MI WEST OF HUGHES AV | Concrete Culvert (2 spans) | -- | 2000 | -- | 11.2 | 24.3 | Good | 97.8 | 42C0627 |
| NBI report | W SHAW LANE | W SHAW AVE | 0.2 MI EAST OF MARKS AVE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2002 | -- | 85.0 | 258.9 | Fair | 89.5 | 42C0640 |
| NBI report | E180 - N99 | STATE ROUTE 99 | 06-FRE-180-R56.28-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2003 | -- | 157.2 | 306.8 | Good | 99.7 | 42 0299G |
| NBI report | N99-W180 CONNECTOR | S99-E180, 99, W180-N99 | 06-FRE-099-21.97-FRE | Prestressed Box beam or girders - Multiple (6 spans) | -- | 2003 | -- | 140.1 | 726.7 | Good | 97.9 | 42 0393G |
| NBI report | OFFRAMP TO RTE 41 | S99-E180 CONNECTOR | 06-FRE-180-R56.19-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 156.2 | 156.2 | Fair | 98.0 | 42 0391G |
| NBI report | ROEDING DR | DRY CREEK CANAL | 0.1 MI SOUTH OF SR 180 | Concrete Culvert (2 spans) | -- | 2003 | -- | 11.2 | 24.6 | Good | 96.8 | 42C0626 |
| NBI report | ROUTE 180 | S99-E180 CONNECTOR | 06-FRE-180-R56.17-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 145.0 | 145.0 | Fair | 98.6 | 42 0391L |
| NBI report | ROUTE 180 | S99-E180 CONNECTOR | 06-FRE-180-R56.18-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 158.8 | 158.8 | Fair | 98.6 | 42 0391R |
| NBI report | ROUTE 180 | S99-E180 CONNECTOR | 06-FRE-180-R56.20-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 156.8 | 156.8 | Fair | 99.0 | 42 0392G |
| NBI report | ROUTE 180 | TEILMAN AVENUE | 06-FRE-180-R55.85-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 129.6 | 129.6 | Fair | 90.6 | 42 0421L |
| NBI report | ROUTE 180 | TEILMAN AVENUE | 06-FRE-180-R55.85-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 137.5 | 137.5 | Fair | 95.6 | 42 0421R |
| NBI report | STATE ROUTE 180 | N99-W180 CONNECTOR | 06-FRE-180-R56.40-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 159.8 | 159.8 | Good | 99.6 | 42 0312L |
| NBI report | STATE ROUTE 180 | N99-W180 CONNECTOR | 06-FRE-180-R56.41-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 160.4 | 160.4 | Fair | 94.6 | 42 0312R |
| NBI report | STATE ROUTE 180 | DRY CREEK CANAL | 06-FRE-180-R56.10-FRE | Concrete Culvert (2 spans) | -- | 2003 | -- | 10.5 | 21.0 | Good | 84.1 | 42 0423 |
| NBI report | STATE ROUTE 180 EB | STATE ROUTE 99 | 06-FRE-180-R56.27-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2003 | -- | 169.3 | 326.1 | Good | 97.0 | 42 0299R |
| NBI report | STATE ROUTE 180 WB | STATE ROUTE 99 | 06-FRE-180-R56.26-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2003 | -- | 156.2 | 304.8 | Good | 97.0 | 42 0299L |
| NBI report | N PALM AVE | HERNDON CANAL | AT DAKOTA AVE | Prestressed Slab | -- | 2004 | -- | 57.4 | 61.0 | Good | 95.3 | 42C0646 |
| NBI report | N MARKS AVE | HOUGHTON CANAL | 0.2 MI S/O W NIELSEN AVE | Concrete Culvert (3 spans) | -- | 2005 | -- | 10.8 | 32.8 | Good | 99.2 | 42C0648 |
| NBI report | W. NIELSEN AVE | HOUGHTON CANAL | 0.1 MI W/O N MARKS AVE | Concrete Culvert (2 spans) | -- | 2005 | -- | 11.8 | 23.6 | Good | 99.3 | 42C0647 |
| NBI report | STATE ROUTE 180 EB | FANCHER CREEK CANAL | 06-FRE-180-R64.89-FRE | Prestressed Box beam or girders - Multiple | -- | 2009 | -- | 118.4 | 118.4 | Good | 96.7 | 42 0428R |
| NBI report | STATE ROUTE 180 EB | ARMSTRONG AVE | 06-FRE-180-R64.49-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2009 | -- | 119.1 | 236.9 | Good | 98.8 | 42 0431R |
| NBI report | STATE ROUTE 180 WB | FANCHER CREEK CANAL | 06-FRE-180-R64.89-FRE | Prestressed Box beam or girders - Multiple | -- | 2009 | -- | 118.4 | 118.4 | Good | 97.7 | 42 0428L |
| NBI report | STATE ROUTE 180 WB | ARMSTRONG AVE | 06-FRE-180-R64.47-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2009 | -- | 122.4 | 243.8 | Good | 98.8 | 42 0431L |