| Carries | Crosses | Location | Design | Status | Year Built | Year Recon | Span Length | Total Length | SR | SD/FO | ID |
|---|
| NBI report | N. MILLBROOK AVE | DRY CREEK CANAL | 0.1 MI NORTH OF SHIELDS | Concrete Slab (2 spans) | -- | -- | 1961 | 15.1 | 30.8 | 83.3 | -- | 42C0216 |
| NBI report | S CHESTNUT AVE | CENTRAL CANAL | 0.1 MI N JCT JENSEN AVE | Concrete Slab (2 spans) | -- | -- | 1951 | 12.1 | 26.9 | 90.0 | -- | 42C0225 |
| NBI report | STATE ROUTE 180 | FANCHER CREEK CANAL | 06-FRE-180-63.19-FRE | Concrete Slab (2 spans) | -- | 1910 | 1969 | 14.8 | 30.8 | 82.1 | -- | 42 0065 |
| NBI report | N FULTON AVE | DRY CREEK CANAL | AT DUDLEY AVE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1911 | -- | 19.0 | 39.0 | 62.8 | -- | 42C0210 |
| NBI report | BNSF RY & AMTRAK | N WISHON AVE | 0.13 MI SOUTH OF SHIELDS | Steel Stringer/Multi-beam or girder | -- | 1914 | -- | -- | -- | 0.0 | -- | 42C0209 |
| NBI report | SR 180 | DRY CREEK CANAL | 06-FRE-180-55.56-FRE | Concrete Slab | -- | 1919 | 1959 | 20.0 | 22.0 | 95.1 | -- | 42 0058 |
| NBI report | N. CLOVIS AVE | MILL DITCH | JUST SOUTH OF MCKINLEY AV | Concrete Slab (3 spans) | -- | 1921 | 1969 | 13.5 | 43.0 | 72.0 | FO | 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 | 78.5 | -- | 42C0232 |
| NBI report | N THORNE AVE | DRY CREEK CANAL | AT NIELSEN AVE | Concrete Slab (2 spans) | -- | 1925 | 1940 | 17.4 | 36.1 | 65.1 | SD | 42C0482 |
| NBI report | S HUGHES AVE | HOUGHTON CANAL | AT NIELSEN AVE | Concrete Slab (2 spans) | -- | 1925 | 1947 | 13.1 | 26.9 | 62.7 | FO | 42C0539 |
| NBI report | N BRAWLEY AVE | HERNDON CANAL | SOUTH OF SHAW AVE | Concrete Slab (2 spans) | -- | 1925 | 1988 | 22.0 | 44.0 | 94.1 | -- | 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 | 96.6 | -- | 42C0219 |
| NBI report | N ECHO AVE | DRY CREEK CANAL | SOUTH OF FRANKLIN AVE | Concrete Slab (2 spans) | -- | 1928 | -- | 19.0 | 40.0 | 90.4 | -- | 42C0578 |
| NBI report | E FRANKLIN AVE | DRY CREEK CANAL | WEST OF YOSEMITE AVE | Concrete Slab (2 spans) | -- | 1930 | -- | 15.1 | 32.2 | 73.7 | -- | 42C0577 |
| NBI report | UP RR | W BELMONT AVE | AT THORNE AVE | Steel Stringer/Multi-beam or girder | -- | 1932 | -- | 42.0 | 49.9 | 0.0 | -- | 42C0072 |
| NBI report | N COLLEGE AVE | DRY CREEK CANAL | SOUTH OF ELIZABETH ST | Concrete Slab (2 spans) | -- | 1935 | -- | 14.1 | 28.9 | 73.7 | -- | 42C0575 |
| NBI report | N SAN PABLO AVE | DRY CREEK CANAL | AT ELIZABETH ST | Concrete Slab (2 spans) | -- | 1935 | -- | 17.1 | 35.1 | 71.3 | -- | 42C0228 |
| NBI report | N ROOSEVELT AVE | DRY CREEK CANAL | SOUTH OF FRANKLIN AVE | Concrete Slab (2 spans) | -- | 1935 | -- | 17.1 | 36.1 | 72.7 | -- | 42C0579 |
| NBI report | N GLENN AVE | DRY CREEK CANAL | SOUTH OF OLIVE AVE | Concrete Slab (2 spans) | -- | 1935 | -- | 12.1 | 26.9 | 96.9 | -- | 42C0580 |
| NBI report | S GOLDEN STATE BLV | BNSF RY & NORTH AVE | 06-FRE-383-0-FRE | Steel Stringer/Multi-beam or girder | -- | 1936 | -- | 158.1 | 1278.9 | 63.2 | FO | 42C0084 |
| NBI report | E THOMAS AVENUE | DRY CREEK CANAL | AT YOSEMITE AVE | Concrete Slab | -- | 1939 | -- | 25.9 | 28.9 | 95.0 | -- | 42C0576 |
| NBI report | E PATTERSON AVE | DRY CREEK CANAL | AT DELPHIA AVE | Concrete Slab | -- | 1940 | -- | 26.9 | 30.8 | 90.9 | SD | 42C0581 |
| NBI report | N BLACKSTONE AVE | HERNDON CANAL | AT SHIELDS AVE | Concrete Slab (2 spans) | -- | 1941 | 2003 | 20.0 | 41.0 | 93.2 | -- | 42C0589 |
| NBI report | N BLACKSTONE AVE | DRY CREEK CANAL | AT OLIVE AVE | Concrete Slab | -- | 1941 | 1964 | 44.0 | 46.6 | 72.8 | SD | 42C0189 |
| NBI report | E CALIFORNIA AVE | GOLDEN STATE BLVD | BTWN CHERRY AVE & G ST | Concrete Slab (2 spans) | -- | 1948 | 1963 | 64.0 | 132.9 | 83.5 | -- | 42C0085 |
| NBI report | N. CEDAR AVE | MILL DITCH | SOUTH OF MCKINLEY AVE | Concrete Culvert (4 spans) | -- | 1948 | 1973 | 11.2 | 46.9 | 94.1 | -- | 42C0200 |
| NBI report | N. MAPLE AVE | MILL DITCH | SOUTH OF MCKINLEY AVE | Concrete Slab | -- | 1948 | 1958 | 37.1 | 39.0 | 94.5 | -- | 42C0217 |
| NBI report | BROADWAY-GOLDEN ST | UP RR, GOLDEN ST, G, H | 0.14 MI SW OF BROADWAY | Steel Stringer/Multi-beam or girder | Closed | 1948 | -- | 118.1 | 1127.0 | 78.1 | FO | 42C0086 |
| NBI report | W SHAW AVE | HERNDON CANAL | 0.05 MI WEST OF BRAWLEY | Concrete Slab (3 spans) | -- | 1951 | 1993 | 24.9 | 76.1 | 95.6 | -- | 42C0117 |
| NBI report | S FAIRFAX AVENUE | SAN LUIS CANAL | 27 MI S OF BELMONT AVE | Concrete Culvert (2 spans) | -- | 1953 | 1966 | 29.9 | 61.0 | 99.2 | -- | 42C0146 |
| NBI report | N BROADWAY | DRY CREEK CANAL | AT FRANKLIN AVE | Concrete Slab | -- | 1953 | -- | 32.2 | 35.1 | 88.9 | -- | 42C0229 |
| NBI report | N WEBER AVE (SB) | BELMONT AVE | AT THORNE AVE | Prestressed Tee beam | NR eligible | 1953 | -- | 66.9 | 74.2 | 85.7 | FO | 42C0071 |
| NBI report | N FIRST ST | HERNDON CANAL | SOUTH OF SHIELDS AVE | Concrete Slab (2 spans) | -- | 1954 | 1999 | 23.0 | 45.9 | 95.2 | -- | 42C0213 |
| NBI report | E MICHIGAN AVE | HERNDON CANAL | WEST OF MILLBROOK AVE | Concrete Slab (4 spans) | -- | 1954 | -- | 22.0 | 60.0 | 54.4 | -- | 42C0535 |
| NBI report | N. FIRST ST | DRY CREEK CANAL | JUST S/O MCKINLEY AVE | Concrete Slab | -- | 1954 | 1979 | 29.9 | 32.2 | 89.1 | -- | 42C0198 |
| NBI report | N FRUIT AVE | HOUGHTON CANAL | AT NIELSEN AVE | Concrete Slab (2 spans) | -- | 1954 | -- | 11.2 | 22.0 | 71.1 | -- | 42C0452 |
| NBI report | E JENSEN AVE | CENTRAL CANAL | WEST OF CHESTNUT AVE | Concrete Culvert (2 spans) | -- | 1955 | -- | 9.8 | 22.0 | 94.9 | -- | 42C0053 |
| NBI report | SR 99 | MCKINLEY AVE | 06-FRE-099-23.9-FRE | Concrete Box beam or girders - Multiple | -- | 1955 | 1988 | 70.5 | 77.8 | 77.5 | -- | 42 0181 |
| NBI report | STATE ROUTE 99 | S 99 OFFRAMP TO MOTEL DR | 06-FRE-099-24.2-FRE | Concrete Box beam or girders - Multiple | -- | 1955 | 1988 | 72.5 | 73.2 | 88.5 | -- | 42 0182 |
| NBI report | CLINTON AVE | STATE ROUTE 99 | 06-FRE-099-24.42-FRE | Concrete Box beam or girders - Multiple (5 spans) | -- | 1955 | 1993 | 63.0 | 319.9 | 91.2 | FO | 42 0183 |
| NBI report | OLIVE AVE | STATE ROUTE 99 | 06-FRE-099-23.3-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1955 | 1971 | 62.0 | 128.0 | 85.6 | SD | 42 0187 |
| 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 | 88.1 | -- | 42 0188 |
| NBI report | FRESNO YARD OC | RAIL TRACKS, N MOTEL DR | 06-FRE-099-24.42-FRE | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1956 | 1993 | 143.4 | 212.0 | 92.5 | SD | 42 0191Y |
| NBI report | EL DORADO ST | STATE ROUTE 99 | 06-FRE-099-21.46-FRE | Concrete Tee beam (2 spans) | -- | 1956 | -- | 53.2 | 111.9 | 78.3 | -- | 42 0184 |
| NBI report | SJVR | STATE ROUTE 99 | 06-FRE-099-22.43-FRE | Steel Girder and floorbeam system | -- | 1956 | -- | 65.9 | 136.2 | 0.0 | -- | 42 0190 |
| NBI report | PACIFIC AVE | STATE ROUTE 99 | 06-FRE-099-22.39-FRE | Concrete Tee beam (2 spans) | -- | 1956 | -- | 55.1 | 111.9 | 84.2 | SD | 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 | 78.0 | -- | 42 0186 |
| NBI report | TUOLUMNE STREET | STATE ROUTE 99 | 06-FRE-099-20.92-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 78.7 | 157.8 | 76.2 | -- | 42 0171 |
| NBI report | TULARE STREET | STATE ROUTE 99 | 06-FRE-099-20.55-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 88.9 | 174.9 | 94.4 | -- | 42 0169 |
| NBI report | KERN STREET | STATE ROUTE 99 | 06-FRE-099-20.46-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 65.0 | 124.0 | 94.6 | -- | 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 | 73.1 | FO | 42 0172 |
| NBI report | FRESNO STREET | STATE ROUTE 99 | 06-FRE-099-20.74-FRE | Concrete Tee beam (2 spans) | -- | 1957 | -- | 55.4 | 110.9 | 94.3 | -- | 42 0170 |
| NBI report | N FRESNO ST | DRY CREEK CANAL | SOUTH OF MCKINLEY AVE | Prestressed Slab | -- | 1958 | 1979 | 41.0 | 43.0 | 96.5 | -- | 42C0197 |
| NBI report | STANISLAUS STREET | UP RR, G STREET & H ST | SOUTHWEST OF BROADWAY | Steel Stringer/Multi-beam or girder (12 spans) | -- | 1958 | -- | 89.9 | 1108.0 | 61.8 | FO | 42C0592 |
| NBI report | TUOLUMNE STREET | UP RR, G STREET & H ST | SOUTHWEST OF BROADWAY | Steel Stringer/Multi-beam or girder (13 spans) | -- | 1958 | -- | 89.9 | 1053.2 | 73.7 | FO | 42C0593 |
| NBI report | N FOWLER AVE | FANCHER CREEK CANAL | 0.49 MI NORTH OF SR 180 | Concrete Slab | -- | 1959 | 1991 | 28.9 | 30.8 | 85.5 | -- | 42C0566 |
| NBI report | N. CHESTNUT AVE | MILL DITCH | JUST S/O MCKINLEY AVE | Concrete Slab (2 spans) | -- | 1959 | -- | 22.0 | 44.0 | 82.5 | SD | 42C0224 |
| NBI report | N FRESNO ST | HERNDON CANAL | SOUTH OF SHIELDS AVE | Prestressed Slab | -- | 1959 | -- | 40.0 | 40.0 | 76.5 | FO | 42C0212 |
| NBI report | SB 99 ONRMP-DAKOTA | STATE ROUTE 99 | 06-FRE-099-26.22-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1959 | -- | 81.0 | 278.2 | 88.7 | FO | 42 0148 |
| 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 | 90.3 | -- | 42 0140 |
| 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 | 96.9 | -- | 42C0594 |
| NBI report | STATE ROUTE 99 | HERNDON CANAL | 06-FRE-099-28.4-FRE | Concrete Slab (2 spans) | -- | 1960 | -- | 30.8 | 65.0 | 91.0 | -- | 42 0129L |
| NBI report | STATE ROUTE 99 NB | ROAD (NO TRACKS) | 06-FRE-099-27.31-FRE | Concrete Box beam or girders - Multiple (3 spans) | -- | 1960 | -- | 74.2 | 202.8 | 89.0 | -- | 42 0131R |
| NBI report | STATE ROUTE 99 SB | ROAD (NO RR TRACKS) | 06-FRE-099-27.31-FRE | Concrete Box beam or girders - Multiple (3 spans) | -- | 1960 | -- | 74.2 | 202.8 | 91.8 | -- | 42 0131L |
| NBI report | SHAW AVENUE | STATE ROUTE 99 | 06-FRE-099-28.1-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1960 | -- | 107.9 | 213.6 | 66.3 | -- | 42 0130 |
| NBI report | STATE ROUTE 99 | HERNDON CANAL | 06-FRE-099-28.4-FRE | Concrete Slab (2 spans) | -- | 1960 | 1998 | 30.8 | 65.0 | 91.0 | -- | 42 0129R |
| NBI report | STATE ROUTE 99 | GRANTLAND AVE | 06-FRE-099-30.48-FRE | Concrete Box beam or girders - Multiple | -- | 1960 | -- | 49.9 | 51.8 | 94.2 | -- | 42 0127R |
| NBI report | N GATES AVE | HERNDON CANAL | 0.5 MI NE OF SHAW AVE | Concrete Slab (2 spans) | -- | 1960 | 1982 | 25.9 | 53.2 | 96.8 | -- | 42C0524 |
| NBI report | STATE ROUTE 99 | GRANTLAND AVE | 06-FRE-099-30.48-FRE | Concrete Box beam or girders - Multiple | -- | 1960 | -- | 49.9 | 51.8 | 94.2 | -- | 42 0127L |
| 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 | 78.3 | SD | 42 0126K |
| NBI report | N. CEDAR AVE | DRY CREEK CANAL | SOUTH OF DAKOTA AVE | Concrete Slab | -- | 1961 | 1974 | 21.0 | 22.0 | 89.5 | -- | 42C0201 |
| NBI report | N FRUIT AVE | HERNDON CANAL | 0.22 MI N DAKOTA AVE | Concrete Slab (2 spans) | -- | 1961 | 1981 | 26.9 | 56.1 | 96.1 | -- | 42C0207 |
| NBI report | E SHIELDS AVE | DRY CREEK CANAL | 0.1 MI WEST OF MILLBROOK | Concrete Culvert (2 spans) | -- | 1962 | -- | 16.1 | 33.1 | 67.6 | SD | 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 | 83.7 | -- | 42 0217 |
| 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 | 76.0 | -- | 42 0216F |
| NBI report | N MAROA AVE | HERNDON CANAL | 0.25 MI NORTH OF SHIELDS | Prestressed Slab | -- | 1963 | -- | 43.0 | 44.0 | 96.6 | -- | 42C0208 |
| NBI report | PEDESTRIAN WALKWAY | STATE ROUTE 99 | 06-FRE-099-19.37-FRE | Prestressed Box beam or girders - Multiple | -- | 1963 | -- | 125.0 | 297.9 | 0.0 | -- | 42 0215 |
| NBI report | CHURCH AVE | STATE ROUTE 99 | 06-FRE-099-19.2-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 107.0 | 274.9 | 78.9 | SD | 42 0214 |
| NBI report | S99-GOLDEN STATE | STATE ROUTE 99 | 06-FRE-099-20.06-FRE | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 107.0 | 337.0 | 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 | 90.7 | -- | 42 0384 |
| NBI report | N WEST AVE | HERNDON CANAL | NORTH OF ASHLAN AVE | Prestressed Slab | -- | 1963 | 1974 | 43.0 | 44.0 | 95.9 | -- | 42C0190 |
| 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 | 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 | 86.8 | -- | 42 0385 |
| NBI report | E JENSEN AVE | UP RR, BNSF,AMTRAK, & ST | 0.20 MI EAST OF GOLDEN ST | Prestressed Stringer/Multi-beam or girder (6 spans) | -- | 1963 | -- | 110.9 | 657.2 | 79.1 | SD | 42C0136 |
| NBI report | E MCKINLEY AVE | HERNDON CANAL | AT MILLBROOK AVE | Concrete Culvert (3 spans) | -- | 1964 | 1984 | 11.2 | 33.1 | 93.7 | -- | 42C0188 |
| NBI report | N VAN NESS AVE | DRY CREEK CANAL | 0.2 MI S OLIVE AVE | Concrete Culvert (3 spans) | -- | 1964 | -- | 14.1 | 41.0 | 84.9 | -- | 42C0205 |
| NBI report | N HUGHES AVE | HERNDON CANAL | 0.18 MI N OF ASHLAN AVE | Concrete Slab (2 spans) | -- | 1964 | -- | 22.0 | 44.9 | 77.4 | FO | 42C0534 |
| NBI report | W STUTZ AVE | SAN LUIS CANAL | 0.4 MI E OF S LAKE AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 77.8 | 233.9 | 97.0 | -- | TRAC-142 |
| NBI report | H ST | FRESNO STREET | AT FRESNO ST | Concrete Slab (3 spans) | -- | 1965 | -- | 44.9 | 88.9 | 91.4 | FO | 42C0203 |
| NBI report | BRANNON AVENUE | SAN LUIS CANAL | 0.06 MI S OF BRANNON AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 74.5 | 224.7 | 97.0 | -- | TRAC-131 |
| NBI report | W CERINI AVENUE | SAN LUIS CANAL | 0.2 MI W OF TUOLOMNE AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 69.6 | 210.3 | 97.0 | -- | TRAC-137 |
| NBI report | LINCOLN AVENUE | SAN LUIS CANAL | 1.9 MI SE OF PANOCHE RD | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 84.6 | 255.6 | 97.0 | -- | TRAC-132 |
| NBI report | S SAN MATEO AVE | SAN LUIS CANAL | 0.3 MI S OF ELKHORN AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 81.0 | 245.1 | 97.0 | -- | TRAC-136 |
| NBI report | SAN DIEGO AVENUE | SAN LUIS CANAL | 0.3 MI S OF NEBRASKA AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 83.7 | 252.6 | 97.0 | -- | TRAC-134 |
| NBI report | PANOCHE ROAD | SAN LUIS CANAL | 5.25 MI NE OF I-5 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 74.2 | 223.4 | 83.3 | -- | 42C0245 |
| NBI report | DINUBA AVENUE | SAN LUIS CANAL | 0.4 MI W OF S LYON AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 77.8 | 234.3 | 97.0 | -- | TRAC-133 |
| NBI report | ASHLAND AVENUE | SAN LUIS CANAL | BETWEEN SHAW & SHIELD AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 70.5 | 212.6 | 97.0 | -- | TRAC-130 |
| NBI report | E. FOUNTAIN WAY | DRY CREEK CANAL | JUST E/O MILLBROOK AVE | Concrete Culvert (2 spans) | -- | 1965 | -- | 9.8 | 22.0 | 88.1 | -- | 42C0536 |
| NBI report | E. DAKOTA AVE | DRY CREEK CANAL | EAST OF CEDAR AVE | Concrete Culvert (3 spans) | -- | 1965 | -- | 13.1 | 27.9 | 93.9 | -- | 42C0537 |
| NBI report | PARKHURST AVE | SAN LUIS CANAL | 0.8 MI W OF S AMADOR AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 72.8 | 219.5 | 97.0 | -- | TRAC-138 |
| NBI report | UP RR | FRESNO STREET | 06-FRE-348-0-FRE | Prestressed Box beam or girders - Multiple | -- | 1965 | -- | 54.1 | 104.0 | 0.0 | -- | 42C0206 |
| NBI report | W JEFFREY AVE | SAN LUIS CANAL | 0.2 MI E OF S AMADOR AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 78.1 | 235.9 | 97.0 | -- | TRAC-139 |
| NBI report | W YUBA AVE | SAN LUIS CANAL | 360 FT S OF W FORD AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 69.2 | 208.7 | 96.0 | -- | TRAC-141 |
| NBI report | W OAKLAND AVE | SAN LUIS CANAL | 430 FT E OF S SONOMA AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1965 | -- | 71.9 | 216.5 | 97.0 | -- | TRAC-140 |
| NBI report | W SHIELDS AVENUE | SAN LUIS CANAL | 1 MI WEST OF RUSSELL AVE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 63.0 | 255.9 | 90.0 | -- | 42C0140 |
| NBI report | W JAYNE AVENUE | SAN LUIS CANAL | 0.6 MI W OF GOLDENROD AVE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 92.9 | 189.0 | 84.1 | -- | 45C0156 |
| 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 | 94.1 | -- | 42C0032 |
| NBI report | VAN NESS AVE | UNDERGROUND PARKING LOT | NORTH OF TULARE ST | Prestressed Slab (3 spans) | -- | 1966 | -- | 32.2 | 65.9 | 66.3 | FO | 42C0214 |
| NBI report | EL DORADO AVENUE | SAN LUIS CANAL | 1.1 MI SE OF SR 145 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 65.0 | 206.0 | 96.9 | -- | 42C0371 |
| NBI report | CLARKSON AVENUE | SAN LUIS CANAL | 2 MI E OF S DERRICK AVE | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 75.1 | 234.9 | 92.9 | -- | 42C0370 |
| NBI report | MANNING AVENUE | SAN LUIS CANAL | 5.3 MI E OF I-5 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 77.1 | 241.2 | 83.4 | -- | 42C0173 |
| NBI report | MT WHITNEY AVENUE | SAN LUIS CANAL | 5.1 MI E OF I-5 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 74.2 | 233.0 | 84.3 | -- | 42C0159 |
| NBI report | W NEES AVENUE | SAN LUIS CANAL | 1 MI EAST OF I-5 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 64.0 | 258.9 | 81.2 | -- | 42C0143 |
| NBI report | N RUSSELL AVENUE | SAN LUIS CANAL | 2.8 MI E OF I-5 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 62.0 | 262.2 | 91.8 | -- | 42C0141 |
| NBI report | SR 41 SB | CALIF,GOLDEN ST,G,BROAD | 06-FRE-041-R22.11-FRE | Steel Stringer/Multi-beam or girder (16 spans) | -- | 1966 | -- | 160.1 | 2118.2 | 87.0 | -- | 42 0226L |
| NBI report | SR 41 NB | CALIF,GOLDEN ST,G,BROAD | 06-FRE-041-R22.11-FRE | Steel Stringer/Multi-beam or girder (16 spans) | -- | 1966 | -- | 162.1 | 2118.2 | 87.0 | -- | 42 0226R |
| 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 | 95.7 | -- | 42 0229K |
| NBI report | W ASHLAN AVE | HERNDON CANAL | EAST OF WEST AVE | Prestressed Tee beam | -- | 1967 | 1974 | 58.1 | 60.0 | 92.2 | -- | 42C0191 |
| NBI report | W GALE AVENUE | SAN LUIS CANAL | 0.3 MI W OF GOLDENROD AVE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1968 | -- | 92.2 | 188.0 | 85.7 | -- | 45C0425 |
| NBI report | SR 41 SB | VAN NESS AVE | 06-FRE-041-R22.65-FRE | Prestressed Box beam or girders - Multiple | -- | 1969 | -- | 130.9 | 130.9 | 95.3 | -- | 42 0227L |
| NBI report | SR 41 NB | VAN NESS AVE | 06-FRE-041-R22.65-FRE | Prestressed Box beam or girders - Multiple | -- | 1969 | -- | 129.9 | 130.9 | 91.3 | -- | 42 0227R |
| 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 | 96.3 | -- | 42 0268 |
| NBI report | N41 ON RAMP | O STREET | 06-FRE-041-R22.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 147.0 | 149.9 | 99.0 | -- | 42 0282S |
| NBI report | S41-VAN NESS OFF-R | M ST-S41 ON-RAMP, M ST | 06-FRE-041-R22.8-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1974 | -- | 109.9 | 294.0 | 88.2 | FO | 42 0228K |
| 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 | 97.5 | -- | 42 0279 |
| NBI report | SR 41 | O STREET | 06-FRE-041-R22.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 149.0 | 151.9 | 90.6 | SD | 42 0282 |
| 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 | 68.0 | SD | 42 0283 |
| NBI report | RTE 41 SB | M STREET | 06-FRE-041-R22.8-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 128.9 | 131.9 | 95.3 | -- | 42 0228L |
| 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 | 86.2 | SD | 42 0284 |
| 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 | 94.0 | FO | 42 0227S |
| NBI report | RTE 41 NB | M STREET | 06-FRE-041-R22.8-FRE | Prestressed Box beam or girders - Multiple | -- | 1974 | -- | 126.0 | 128.9 | 92.2 | SD | 42 0228R |
| NBI report | NORTH H ST | DRY CREEK CANAL | SOUTH OF PALM AVE | Concrete Culvert (3 spans) | -- | 1974 | -- | 11.2 | 33.1 | 96.8 | -- | 42C0070 |
| 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 | 82.9 | FO | 42 0278 |
| NBI report | S PEACH AVE | CENTRAL CANAL | AT CHURCH AVE | Concrete Culvert (2 spans) | -- | 1975 | 1991 | 13.5 | 27.9 | 97.7 | -- | 42C0450 |
| NBI report | N. PEACH AVE | MILL DITCH | JUST SOUTH OF MCKINLEY AV | Concrete Culvert (3 spans) | -- | 1975 | 2003 | 12.1 | 38.1 | 96.2 | -- | 42C0587 |
| NBI report | W NORTH AVE | DRY CREEK CANAL | 1.3 MI E/O CHATEAU FRESNO | Concrete Culvert (2 spans) | -- | 1975 | -- | 11.2 | 21.0 | 96.8 | -- | 42C0341 |
| 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 | 92.5 | -- | 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 | 92.8 | -- | 42 0300 |
| 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 | 93.1 | -- | 42 0277 |
| NBI report | N MARKS AVE | HERNDON CANAL | 0.5 MI NORTH OF ASHLAN | Concrete Culvert (3 spans) | -- | 1979 | -- | 20.0 | 62.0 | 95.5 | -- | 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 | 88.5 | -- | 42 0301 |
| NBI report | STATE ROUTE 41 | HERNDON CANAL | 06-FRE-041-R26.44-FRE | Concrete Culvert (3 spans) | -- | 1980 | -- | 13.1 | 40.0 | 85.0 | -- | 42 0383 |
| 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 | 86.9 | SD | 42 0289G |
| 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 | 94.7 | -- | 42 0320L |
| 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 | 95.4 | -- | 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 | 73.3 | SD | 42 0322L |
| NBI report | SR 180 WB | BNSF RY & AMTRAK | 06-FRE-180-R58.04-FRE | Prestressed Slab (3 spans) | -- | 1980 | 1995 | 49.9 | 122.1 | 72.0 | SD | 42 0321L |
| NBI report | STATE ROUTE 41 | DRY CREEK CANAL | 06-FRE-041-R25.26-FRE | Concrete Culvert (2 spans) | -- | 1980 | -- | 16.1 | 32.2 | 85.0 | -- | 42 0382 |
| NBI report | N41-W180 CONNECTOR | STATE ROUTE 41 | 06-FRE-041-R24.56-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1980 | -- | 112.9 | 295.9 | 92.9 | -- | 42 0288G |
| 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 | 91.7 | -- | 42 0286 |
| NBI report | PEDESTRIAN WALKWAY | STATE ROUTE 41 | 06-FRE-041-R23.94-FRE | Prestressed Box beam or girders - Multiple | -- | 1980 | -- | 154.9 | 299.9 | 0.0 | -- | 42 0285 |
| NBI report | W180-BLACKSTONE AV | BLACKSTONE AVE | 06-FRE-180-R57.84-FRE | Prestressed Box beam or girders - Multiple | -- | 1980 | -- | 117.1 | 118.1 | 98.9 | -- | 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 | 77.5 | SD | 42 0321R |
| NBI report | STATE ROUTE 41 NB | SJVR,UP RR,FLORADORA AVE | 06-FRE-041-R25-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 98.1 | 184.1 | 83.0 | -- | 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 | 82.2 | -- | 42 0293R |
| NBI report | SR 41 SB | FRESNO STREET | 06-FRE-041-R25.6-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 173.9 | 183.1 | 83.0 | -- | 42 0294L |
| 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 | 95.9 | -- | 42 0293S |
| NBI report | STATE ROUTE 41 SB | PRINCETON AVE | 06-FRE-041-R26.2-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 108.9 | 109.9 | 86.5 | -- | 42 0296L |
| NBI report | SR 41 NB | FRESNO STREET | 06-FRE-041-R25.6-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 171.9 | 183.1 | 81.9 | -- | 42 0294R |
| 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 | 83.0 | -- | 42 0295L |
| NBI report | STATE ROUTE 41 NB | PRINCETON AVE | 06-FRE-041-R26.2-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 108.9 | 109.9 | 86.5 | -- | 42 0296R |
| NBI report | ROUTE 41 SB | SHIELDS AVENUE | 06-FRE-041-R26.46-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 77.1 | 152.9 | 81.0 | FO | 42 0297L |
| NBI report | ROUTE 41 NB | SHIELDS AVENUE | 06-FRE-041-R26.46-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 77.1 | 152.9 | 80.0 | FO | 42 0297R |
| 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 | 91.7 | -- | 42 0302 |
| 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 | 83.0 | -- | 42 0295R |
| NBI report | STATE ROUTE 41 SB | SJVR,UP RR,FLORADORA AVE | 06-FRE-041-R25-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1982 | -- | 88.9 | 169.0 | 84.2 | -- | 42 0292L |
| NBI report | SR 41 NB | OLIVE AVE | 06-FRE-041-R24.75-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | 1999 | 123.0 | 124.0 | 85.4 | -- | 42 0291R |
| NBI report | SR 41 SB | OLIVE AVE | 06-FRE-041-R24.75-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 123.0 | 124.0 | 83.0 | -- | 42 0291L |
| 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 | 81.0 | -- | 42 0293L |
| NBI report | W ASHLAN AVE | MOTEL DR, WEBER AV,UP RR | 0.25 MI EAST OF SR 99 | Prestressed Box beam or girders - Multiple (5 spans) | -- | 1982 | -- | 147.0 | 504.9 | 83.9 | SD | 42C0590 |
| NBI report | S41-W180 CONNECTOR | OLIVE AVENUE | 06-FRE-041-R24.73-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | -- | 124.0 | 125.0 | 98.0 | -- | 42 0291F |
| NBI report | E&W180-N41 CONNCTR | OLIVE AVE | 06-FRE-180-R58.76-FRE | Prestressed Box beam or girders - Multiple | -- | 1982 | 1999 | 125.0 | 126.0 | 87.9 | SD | 42 0291G |
| 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 | 87.2 | -- | 42C0572 |
| 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 | 93.2 | -- | 42 0304 |
| NBI report | STATE ROUTE 41 SB | HERNDON AVE | 06-FRE-041-R30.45-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1988 | -- | 83.0 | 166.0 | 92.6 | -- | 42 0305L |
| NBI report | STATE ROUTE 41 NB | HERNDON AVE | 06-FRE-041-R30.45-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1988 | -- | 83.0 | 166.0 | 92.6 | -- | 42 0305R |
| NBI report | N WISHON AVE | HERNDON CANAL | SOUTH OF LANSING WAY | Concrete Slab (2 spans) | -- | 1988 | -- | 28.9 | 58.1 | 96.7 | -- | 42C0333 |
| 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 | 87.1 | -- | 42 0303 |
| NBI report | SR 41 SB | FRIANT ROAD | 06-FRE-041-R31.68-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1989 | -- | 89.9 | 181.1 | 96.7 | -- | 42 0308L |
| NBI report | SR 41 NB | FRIANT ROAD | 06-FRE-041-R31.68-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1989 | -- | 87.9 | 170.9 | 96.7 | -- | 42 0308R |
| NBI report | E BELMONT AVE | DRY CREEK CANAL | EAST OF BROADWAY | Concrete Slab (2 spans) | -- | 1989 | -- | 21.0 | 43.0 | 93.5 | SD | 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 | 93.6 | -- | 42 0388L |
| NBI report | STATE ROUTE 41 NB | EL PASO AVENUE | 06-FRE-041-R31.2-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | 2005 | 117.1 | 120.1 | 96.5 | -- | 42 0389R |
| NBI report | SR 41 SB | EL PASO AVENUE | 06-FRE-041-R31.2-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 118.1 | 121.1 | 95.5 | -- | 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 | 96.7 | -- | 42 0388R |
| 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 | 90.7 | -- | 42 0387 |
| NBI report | STATE ROUTE 41 NB | ALLUVIAL AVE | 06-FRE-041-R30.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 128.0 | 129.9 | 94.6 | -- | 42 0386R |
| NBI report | STATE ROUTE 41 SB | ALLUVIAL AVE | 06-FRE-041-R30.95-FRE | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 128.0 | 129.9 | 95.7 | -- | 42 0386L |
| NBI report | N VAN NESS BLVD | HERNDON CANAL | SOUTH OF LANSING WAY | Concrete Slab (2 spans) | -- | 1990 | -- | 25.9 | 51.8 | 95.5 | -- | 42C0332 |
| NBI report | N THESTA AVE | DRY CREEK CANAL | NORTH OF FLORADORA AVE | Concrete Slab | -- | 1991 | -- | 29.9 | 29.9 | 97.0 | -- | 42C0585 |
| NBI report | E CHURCH AVE | CENTRAL CANAL | 0.17 MI WEST OF PEACH AVE | Concrete Culvert (2 spans) | -- | 1991 | -- | 9.8 | 22.0 | 97.9 | -- | 42C0303 |
| NBI report | N MARTY AVE | HERNDON CANAL | 0.25 MI S/O SHAW AVE | Concrete Slab (3 spans) | -- | 1993 | -- | 19.0 | 58.1 | 96.9 | -- | 42C0603 |
| NBI report | S WILLOW AVE | CENTRAL CANAL | 0.17 MI N JENSEN AVE | Concrete Slab | -- | 1995 | -- | 37.7 | 43.0 | 91.3 | -- | 42C0521 |
| NBI report | SR 180 EB | FULTON STREET | 06-FRE-180-R57.24-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 155.2 | 159.8 | 96.5 | -- | 42 0316R |
| NBI report | W180-S99 CONNECTOR | STATE ROUTE 99 | 06-FRE-180-R56.3-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 147.0 | 292.0 | 95.8 | FO | 42 0299F |
| NBI report | SR 180 WB | BLACKSTONE AVE | 06-FRE-180-R57.84-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 126.6 | 128.9 | 95.5 | SD | 42 0319L |
| NBI report | S99-E180 CONNECTOR | E180-S99, 99, N99-W180 | 06-FRE-099-21.73-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1995 | -- | 168.6 | 596.8 | 95.0 | -- | 42 0311F |
| 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 | 96.5 | -- | 42 0318R |
| 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 | 96.5 | -- | 42 0317R |
| 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 | 96.5 | -- | 42 0317L |
| NBI report | SR 180 WB | FULTON STREET | 06-FRE-180-R57.24-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 157.8 | 162.4 | 96.5 | -- | 42 0316L |
| 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 | 98.0 | -- | 42 0316K |
| NBI report | SR 180 EB | BROADWAY | 06-FRE-180-R57.07-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 140.1 | 144.7 | 99.8 | -- | 42 0315R |
| NBI report | SR 180 WB | BROADWAY | 06-FRE-180-R57.07-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 140.1 | 144.7 | 99.8 | -- | 42 0315L |
| 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 | 92.6 | -- | 42 0314R |
| 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 | 97.7 | -- | 42 0314L |
| 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 | 98.6 | -- | 42 0318L |
| NBI report | SR 180 EB | BLACKSTONE AVE | 06-FRE-180-R57.84-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 126.6 | 128.9 | 98.6 | -- | 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 | 94.7 | -- | 42 0320R |
| NBI report | SR 180 WB | G STREET | 06-FRE-180-R56.67-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1995 | -- | 104.0 | 195.9 | 97.7 | -- | 42 0313L |
| 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 | 98.7 | -- | 42 0313R |
| 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 | 99.0 | -- | 42 0320S |
| NBI report | W180-N&S99 CONNCTR | N99-W180 CONNECTOR | 06-FRE-180-R56.4-FRE | Prestressed Box beam or girders - Multiple | -- | 1995 | -- | 158.8 | 162.1 | 95.0 | -- | 42 0312F |
| NBI report | S99-E&W180 CONNCTR | NIELSEN, HOUGHTON CANAL | 06-FRE-099-22.13-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1996 | -- | 107.0 | 174.2 | 94.6 | -- | 42 0188F |
| NBI report | SR 41 SB | CHURCH AVENUE | 06-FRE-041-R21.6-FRE | Prestressed Box beam or girders - Multiple | -- | 1997 | -- | 130.6 | 130.6 | 96.3 | -- | 42 0265L |
| NBI report | N41-N99 CONNECTOR | SR 99 & S41-S99 CONNECTR | 06-FRE-041-R21.75-FRE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1997 | -- | 192.9 | 707.4 | 92.6 | -- | 42 0267G |
| NBI report | SR 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 | 90.5 | FO | 42 0266R |
| NBI report | N. MILLBROOK AVE | MILL DITCH | AT MCKINLEY AVE | Concrete Culvert (5 spans) | -- | 1997 | -- | 9.8 | 54.1 | 74.4 | -- | 42C0611 |
| NBI report | SR 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 | 93.3 | FO | 42 0266L |
| 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 | 92.6 | -- | 42 0264L |
| NBI report | SR 41 NB | CHURCH AVENUE | 06-FRE-041-R21.6-FRE | Concrete Box beam or girders - Multiple | -- | 1997 | -- | 130.6 | 130.6 | 96.3 | -- | 42 0265R |
| NBI report | STATE ROUTE 168 WB | FLORADORA AVE & SJVR | 06-FRE-168-R.74-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1998 | -- | 102.0 | 182.1 | 98.5 | -- | 42 0334L |
| NBI report | SR 168 WB | MCKINLEY AVENUE | 06-FRE-168-R.99-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1998 | -- | 119.4 | 200.1 | 96.5 | -- | 42 0335L |
| NBI report | N TEILMAN AVENUE | HOUGHTON CANAL | AT NIELSEN AVE | Concrete Culvert (2 spans) | -- | 1998 | -- | 15.1 | 30.2 | 97.9 | -- | 42C0608 |
| NBI report | STATE ROUTE 168 EB | FLORADORA AVE & SJVR | 06-FRE-168-R.74-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1998 | -- | 102.0 | 182.1 | 98.5 | -- | 42 0334R |
| NBI report | W180-N41 CONNECTOR | FIRST STREET | 06-FRE-180-R59-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 87.9 | 175.9 | 99.1 | -- | 42 0323J |
| NBI report | CLINTON AVE | STATE ROUTE 168 | 06-FRE-168-R1.52-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 121.1 | 242.1 | 96.9 | -- | 42 0337 |
| NBI report | SHIELDS AVE | SR 168 | 06-FRE-168-R2.02-FRE | Concrete Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 110.9 | 220.2 | 87.2 | SD | 42 0338 |
| NBI report | DAKOTA AVE | SR 168 | 06-FRE-168-R2.52-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 121.1 | 232.6 | 95.0 | -- | 42 0339 |
| NBI report | SR 168 | ASHLAN AVE | 06-FRE-168-R3.04-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 137.8 | 275.6 | 80.6 | -- | 42 0340L |
| NBI report | SR 168 | ASHLAN AVE | 06-FRE-168-R3.04-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 138.1 | 276.6 | 97.9 | -- | 42 0340R |
| NBI report | W168-W180 CONNECTR | OLIVE AVE | 06-FRE-168-R.49-FRE | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 171.9 | 171.9 | 96.0 | -- | 42 0333F |
| NBI report | W168-W180 CONNECTR | CEDAR AVE ON/OFF-RAMP | 06-FRE-168-R.31-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 123.0 | 230.0 | 97.1 | -- | 42 0331F |
| NBI report | E180-E168 CONNECTR | OLIVE AVE | 06-FRE-168-R.5-FRE | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 137.1 | 137.1 | 97.1 | -- | 42 0328G |
| NBI report | SR 180 EB | FIRST STREET | 06-FRE-180-R59-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 83.0 | 166.0 | 98.2 | -- | 42 0323R |
| NBI report | E180-E168 CONNECTR | STATE ROUTE 180 | 06-FRE-168-R.39-FRE | Prestressed Box beam or girders - Multiple (6 spans) | -- | 1999 | -- | 183.1 | 941.6 | 95.1 | -- | 42 0327G |
| NBI report | WILLOW AVE | SR 168 | 06-FRE-168-R4.81-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 172.3 | 331.4 | 86.6 | SD | 42 0359 |
| NBI report | CEDAR AVENUE | STATE ROUTE 180 | 06-FRE-180-R59.9-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1999 | -- | 143.7 | 525.6 | 90.5 | -- | 42 0326 |
| NBI report | SR 180 WB | FIRST STREET | 06-FRE-180-R59-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 83.0 | 166.0 | 85.2 | -- | 42 0323L |
| NBI report | W180-S41 CONNECTOR | FIRST STREET | 06-FRE-180-R59-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 87.9 | 175.9 | 92.2 | SD | 42 0323K |
| NBI report | SR 168 | GETTYSBURG AVE | 06-FRE-168-R3.65-FRE | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1999 | -- | 112.5 | 225.1 | 95.8 | SD | 42 0341L |
| NBI report | SR 168 | GETTYSBURG AVE | 06-FRE-168-R3.65-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 112.2 | 224.7 | 96.9 | -- | 42 0341R |
| NBI report | SR 168 | SHAW AVENUE | 06-FRE-168-R4.26-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 150.6 | 288.4 | 97.9 | -- | 42 0342L |
| NBI report | STATE ROUTE 41 SB | PERRIN ROAD | 06-FRE-041-R33.08-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 1999 | -- | 118.1 | 119.1 | 98.1 | -- | 42 0390L |
| 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 | 82.0 | SD | 42 0290F |
| NBI report | STATE ROUTE 41 NB | PERRIN ROAD | 06-FRE-041-R33.08-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 1999 | -- | 118.1 | 119.1 | 98.1 | -- | 42 0390R |
| NBI report | BULLARD AVE | SR 168 | 06-FRE-168-R5.63-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 212.6 | 406.8 | 89.8 | -- | 42 0401 |
| NBI report | S41-E180 CONNECTOR | OLIVE AVENUE | 06-FRE-041-R24.75-FRE | Prestressed Box beam or girders - Multiple | -- | 1999 | -- | 136.2 | 136.2 | 96.9 | -- | 42 0291K |
| NBI report | SR 180 EB | STATE ROUTE 41 | 06-FRE-180-R58.7-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 117.5 | 290.0 | 94.8 | SD | 42 0288R |
| NBI report | SR 180 WB | STATE ROUTE 41 | 06-FRE-180-R58.7-FRE | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1999 | -- | 117.5 | 290.0 | 85.7 | SD | 42 0288L |
| NBI report | W180-S41 CONNECTOR | SR 41, SR 180 | 06-FRE-180-R58.9-FRE | Prestressed Box beam or girders - Multiple (7 spans) | -- | 1999 | -- | 169.6 | 1035.2 | 94.5 | SD | 42 0287F |
| NBI report | BARSTOW AVE | SR 168 | 06-FRE-168-R4.95-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 160.8 | 315.0 | 95.5 | -- | 42 0360 |
| NBI report | PRINCETON AVE POC | STATE ROUTE 168 | 06-FRE-168-R1.76-FRE | Concrete Box Beam or girders - Single or Spread | -- | 1999 | -- | 141.1 | 268.1 | 0.0 | -- | 42 0343 |
| NBI report | SR 168 | SHAW AVENUE | 06-FRE-168-R4.26-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1999 | -- | 150.9 | 289.1 | 96.9 | -- | 42 0342R |
| NBI report | W KEARNEY BLVD | DRY CREEK CANAL | 0.17 MI WEST OF HUGHES AV | Concrete Culvert (2 spans) | -- | 2000 | -- | 11.2 | 24.3 | 97.8 | -- | 42C0627 |
| NBI report | BNSF RY & AMTRAK | N MARKS AVE | 06-FRE-000-0-FRE | Prestressed Box beam or girders - Multiple | -- | 2001 | -- | 69.9 | 200.1 | 0.0 | -- | 42C0638 |
| NBI report | W SHAW LANE | W SHAW AVE | 06-FRE-000-0-FRE | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 2002 | -- | 85.0 | 258.9 | 90.5 | -- | 42C0640 |
| NBI report | BNSF RY & AMTRAK | W SHAW AVE | 06-FRE-359-0-FRE | Prestressed Box beam or girders - Multiple | -- | 2002 | -- | 85.0 | 258.9 | 0.0 | -- | 42C0639 |
| NBI report | OFFRAMP TO RTE 41 | S99-E180 CONNECTOR | 06-FRE-180-R56.19-FRE | Concrete Box Beam or girders - Single or Spread | -- | 2003 | -- | 156.2 | 156.2 | 100.0 | -- | 42 0391G |
| NBI report | N99-W180 CONNECTOR | S99-E180, 99, W180-N99 | 06-FRE-180-R56.24-FRE | Prestressed Box beam or girders - Multiple (6 spans) | -- | 2003 | -- | 140.1 | 726.7 | 95.9 | -- | 42 0393G |
| NBI report | ROUTE 180 | S99-E180 CONNECTOR | 06-FRE-180-R56.19-FRE | Concrete Box Beam or girders - Single or Spread | -- | 2003 | -- | 145.0 | 145.0 | 99.9 | -- | 42 0391L |
| NBI report | STATE ROUTE 180 | STATE ROUTE 99 | 06-FRE-180-R56.3-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2003 | -- | 156.2 | 304.8 | 96.8 | -- | 42 0299L |
| NBI report | ROUTE 180 | S99-E180 CONNECTOR | 06-FRE-180-R56.2-FRE | Concrete Box Beam or girders - Single or Spread | -- | 2003 | -- | 156.8 | 156.8 | 100.0 | -- | 42 0392G |
| NBI report | E180 - N99 | STATE ROUTE 99 | 06-FRE-180-R56.32-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2003 | -- | 157.2 | 306.8 | 96.7 | -- | 42 0299G |
| NBI report | ROUTE 180 | TEILMAN AVENUE | 06-FRE-180-R55.86-FRE | Concrete Box Beam or girders - Single or Spread | -- | 2003 | -- | 129.6 | 129.6 | 93.8 | -- | 42 0421L |
| NBI report | ROUTE 180 | TEILMAN AVENUE | 06-FRE-180-R55.86-FRE | Concrete Box Beam or girders - Single or Spread | -- | 2003 | -- | 137.5 | 137.5 | 98.8 | -- | 42 0421R |
| NBI report | STATE ROUTE 180 | DRY CREEK CANAL | 06-FRE-180-R56.1-FRE | Concrete Culvert (2 spans) | -- | 2003 | -- | 10.5 | 22.0 | 99.7 | -- | 42 0423 |
| NBI report | STATE ROUTE 180 | STATE ROUTE 99 | 06-FRE-180-R56.3-FRE | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2003 | -- | 169.3 | 326.1 | 96.8 | -- | 42 0299R |
| NBI report | STATE ROUTE 180 | N99-W180 CONNECTOR | 06-FRE-180-R56.42-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 160.4 | 160.4 | 98.8 | -- | 42 0312R |
| NBI report | STATE ROUTE 180 | N99-W180 CONNECTOR | 06-FRE-180-R56.42-FRE | Prestressed Box Beam or girders - Single or Spread | -- | 2003 | -- | 159.8 | 159.8 | 96.8 | -- | 42 0312L |
| NBI report | HUGHES-WEST DIAGNL | DRY CREEK CANAL | 0.1 MI SOUTH OF SR 180 | Concrete Culvert (2 spans) | -- | 2003 | -- | 11.2 | 24.6 | 97.0 | -- | 42C0626 |
| NBI report | ROUTE 180 | S99-E180 CONNECTOR | 06-FRE-180-R56.19-FRE | Concrete Box Beam or girders - Single or Spread | -- | 2003 | -- | 158.8 | 158.8 | 99.9 | -- | 42 0391R |
| NBI report | N PALM AVE | HERNDON CANAL | AT DAKOTA AVE | Prestressed Slab | -- | 2004 | -- | 57.4 | 61.0 | 94.1 | -- | 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 | 84.1 | -- | 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 | 84.9 | -- | 42C0647 |
| 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 | 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 | 98.8 | -- | 42 0428L |
| 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 | 98.8 | -- | 42 0428R |
| 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 | 98.8 | -- | 42 0431L |