| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | ROEDING ROAD | T.I.D. CERES MAIN CANAL | 80' W/O MOORE ROAD | Concrete Slab (3 spans) | -- | -- | -- | 11.2 | 34.1 | Fair | 60.4 | 38C0245 |
| NBI report Bridgehunter | KILBURN ROAD | ORESTIMBA CREEK | .45 MI S CROWS LANDING RD | Truss - Thru | NR eligible | 1910 | 1918 | 60.0 | 62.0 | Fair | 23.4 | 38C0168 |
| NBI report | ROGERS ROAD | DEL PUERTO CREEK | 0.5 MI N ZACHARIAS RD | Concrete Tee beam (2 spans) | -- | 1911 | 1962 | 32.2 | 65.0 | Good | 95.7 | 38C0215 |
| NBI report | MODESTO SIGN | I ST ARCH ENTRANCE | NEAR 9TH ST | Steel Arch - Thru | -- | 1912 | -- | 69.9 | -- | -- | -- | 38C0139 |
| NBI report | MITCHELL RD-S99 ON | CERES MAIN CANAL | 10-STA-099-R10.03 | Concrete Slab (2 spans) | -- | 1912 | 1927 | 15.1 | 30.2 | Good | 95.9 | 38 0007K |
| NBI report | SALIDA BOULEVARD | M.I.D. LATERAL #6 | 0.4 MI S/O BROADWAY | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1912 | 1927 | 13.1 | 29.9 | Fair | 80.3 | 38C0069 |
| NBI report | 8TH & 9TH STREET | M.I.D. LATERAL #4 | S/O KANSAS | Concrete Slab (2 spans) | -- | 1914 | -- | 11.8 | 24.9 | Good | 96.1 | 38C0062 |
| NBI report | MONTE VISTA AVENUE | T.I.D. CERES MAIN CANAL | 0.3 MI W FAITH HOME ROAD | Concrete Slab (2 spans) | -- | 1914 | -- | 15.1 | 32.2 | Fair | 51.1 | 38C0244 |
| NBI report | STATE ROUTE 120 | BLITZ CREEK | 10-STA-120-12.22 | Concrete Slab (3 spans) | -- | 1915 | 1950 | 8.9 | 28.9 | Good | 83.4 | 38 0065 |
| NBI report | STATE ROUTE 108 | M.I.D. CANAL | 10-STA-108-29.86 | Concrete Slab (3 spans) | -- | 1915 | 1962 | 13.1 | 38.4 | Fair | 76.2 | 38 0013 |
| NBI report | STATE ROUTE 33 | SALADO CREEK | 10-STA-033-13.94 | Concrete Stringer/Multi-beam or girder | -- | 1915 | 1969 | 24.0 | 26.9 | Good | 78.2 | 38 0020 |
| NBI report | STATE ROUTE 108 | M.I.D. MAIN CANAL | 10-STA-108-30.50 | Concrete Slab (3 spans) | -- | 1915 | 1994 | 17.1 | 53.2 | Fair | 80.7 | 38 0012 |
| NBI report Bridgehunter | SEVENTH STREET | TUOLUMNE RIVER | SOUTH TUOLUMNE BLVD | Concrete Truss - Deck (14 spans) | NR eligible | 1916 | -- | 101.1 | 1170.0 | Fair | 51.0 | 38C0023 |
| NBI report | OLD LA GRANGE ROAD | GASBURG CREEK | 0.3 MI E NEW LAGRANGE RD | Concrete Slab (8 spans) | -- | 1916 | 1949 | 9.8 | 85.0 | Fair | 70.5 | 38C0111 |
| NBI report | STATE ROUTE 132 | WATERFORD CANAL | 10-STA-132-25.20 | Concrete Slab (2 spans) | -- | 1916 | 1993 | 13.8 | 27.6 | Fair | 59.6 | 38 0057 |
| NBI report | HATCH ROAD | CERES MAIN SPWY | W/O FAITH HOME ROAD | Concrete Slab (2 spans) | -- | 1916 | 2007 | 11.2 | 22.0 | Fair | 87.1 | 38C0125 |
| NBI report | HAMILTON ROAD | INGRAM CREEK | 0.8 MI E/O MCCRACKEN RD | Concrete Tee beam | -- | 1918 | -- | 37.1 | 39.0 | Good | 69.7 | 38C0243 |
| NBI report | PIONEER AVENUE | LONE TREE CREEK | 100FT S/O FREELOVE AVE | Concrete Slab (2 spans) | -- | 1918 | -- | 15.4 | 32.2 | Good | 77.7 | 38C0262 |
| NBI report Bridgehunter | STATE ROUTE 132 | SNAKE RAVINE | 10-STA-132-46.82 | Concrete Arch - Deck | NR eligible | 1918 | -- | 75.1 | 140.1 | Poor | 42.4 | 38 0062 |
| NBI report | STATE ROUTE 132 | QUARTZ LEDGE CREEK | 10-STA-132-49.62 | Concrete Tee beam (2 spans) | -- | 1918 | -- | 24.9 | 55.1 | Good | 67.0 | 38 0063 |
| NBI report Bridgehunter | OAKDALE-WATRFD HWY | DRY CREEK | 1.8 MI N/W STATE RTE 132 | Concrete Arch - Deck (3 spans) | -- | 1918 | 1964 | 107.9 | 363.9 | Poor | 64.9 | 38C0055 |
| NBI report | MILTON ROAD | ROCK CREEK | 3.4 MI N/O SR 4 | Concrete Slab (2 spans) | -- | 1918 | 1968 | 11.2 | 24.9 | Fair | 56.4 | 38C0198 |
| NBI report | MILTON ROAD | ROCK CREEK TRIBUTARY | 1.3 MI NO SR 4 | Concrete Slab (2 spans) | -- | 1918 | 1968 | 11.2 | 24.0 | Good | 77.8 | 38C0199 |
| NBI report | MILTON ROAD | ROCK CREEK TRIBUTARY | 3.7 MI N/O SR 4 | Concrete Tee beam (7 spans) | -- | 1918 | 1990 | 20.0 | 143.1 | Fair | 66.3 | 38C0231 |
| NBI report | FAITH HOME ROAD | T.I.D. UPPER LATERAL #4 | 0.5 MI N/O W. MAIN ST | Concrete Slab (2 spans) | -- | 1919 | -- | 11.2 | 23.0 | Fair | 64.6 | 38C0191 |
| NBI report | TEGNER ROAD | T.I.D. LATERAL #5 | JCT AT HARDING AVE | Concrete Slab (2 spans) | -- | 1919 | -- | 11.2 | 23.0 | Fair | 51.9 | 38C0302 |
| NBI report | STATE ROUTE 132 | M.I.D. CANAL LATERAL 4 | 10-STA-132-12.18 | Concrete Slab (2 spans) | -- | 1919 | 1951 | 14.1 | 35.1 | Fair | 86.1 | 38 0047 |
| NBI report | EAST AVENUE | T.I.D. MAIN CANAL | 1.1 MI W/O SANTA FE AVE | Concrete Slab (3 spans) | -- | 1919 | 1961 | 13.1 | 41.0 | Poor | 52.1 | 38C0105 |
| NBI report | ORESTIMBA ROAD | CCID MAIN CANAL | 0.1 MI E DRAPER RD | Concrete Tee beam (3 spans) | -- | 1919 | 1962 | 17.1 | 51.8 | Fair | 65.4 | 38C0204 |
| NBI report | TIM BELL ROAD | M.I.D. MAIN CANAL | JUST SOUTH VINEYARD RD | Concrete Tee beam (3 spans) | -- | 1919 | 1962 | 21.7 | 65.0 | Poor | 92.7 | 38C0284 |
| NBI report | COOPERSTOWN ROAD | DRY CREEK TRIBUTARY | 6.5 MI NW JCT GRANGE RD | Concrete Slab (2 spans) | -- | 1920 | -- | 15.1 | 30.8 | Poor | 54.6 | 38C0256 |
| NBI report Bridgehunter | CRABTREE ROAD | DRY CREEK | 1.8 MI S WARNERVILLE RD | Steel Truss - Thru | -- | 1920 | -- | 100.1 | 104.0 | Poor | 26.7 | 38C0009 |
| NBI report | FAITH HOME ROAD | T.I.D. UPPER LATERAL #3 | S/O BARNHART ROAD | Concrete Slab (2 spans) | -- | 1920 | -- | 12.1 | 23.0 | Fair | 60.1 | 38C0306 |
| NBI report | FULKERTH ROAD | T.I.D. CERES MAIN CANAL | 0.2 MI W/O FAITH HOME RD | Concrete Slab (2 spans) | -- | 1920 | -- | 11.2 | 23.0 | Good | 64.8 | 38C0192 |
| NBI report | HAMMET ROAD | M.I.D. LATERAL #8 | 0.3 MI N/O CICCARELLI RD | Concrete Slab (2 spans) | -- | 1920 | -- | 9.8 | 21.0 | Fair | 63.3 | 38C0197 |
| NBI report | KEYES ROAD | T.I.D. CERES MAIN CANAL | 0.6 MI E/O MOFFET RD | Concrete Slab (2 spans) | -- | 1920 | -- | 11.2 | 24.0 | Fair | 57.2 | 38C0193 |
| NBI report | MITCHELL ROAD | T.I.D. LOWER LATERAL #2 | JCT WITH GNDRNG RD | Concrete Slab (2 spans) | -- | 1920 | -- | 11.2 | 23.0 | Fair | 59.2 | 38C0194 |
| NBI report | MONTPELIER ROAD | T.I.D. MAIN CANAL | AT DALLAS RD | Concrete Tee beam (3 spans) | -- | 1920 | -- | 26.9 | 81.0 | Poor | 20.8 | 38C0157 |
| NBI report | ROSEMOORE AVENUE | M.I.D. LATERAL #4 | 0.3 MI N/O RTE 132 | Concrete Slab (2 spans) | -- | 1920 | -- | 11.2 | 24.0 | Fair | 60.4 | 38C0311 |
| NBI report | SONORA ROAD | MARTELLS CREEK | 0.1MI E FRANKENHEIMER RD | Concrete Tee beam (4 spans) | -- | 1920 | -- | 20.0 | 81.0 | Fair | 66.2 | 38C0272 |
| NBI report | SONORA ROAD | MARTELLS CREEK | 1.1 MI E FRANKENHEIMER RD | Concrete Tee beam (3 spans) | -- | 1920 | -- | 20.0 | 61.0 | Fair | 64.2 | 38C0273 |
| NBI report | STONE AVENUE | M.I.D. LATERAL #5 | 0.4 MI S OF CALIF AVENUE | Concrete Slab (2 spans) | -- | 1920 | -- | 11.2 | 23.0 | Poor | 53.4 | 38C0107 |
| NBI report | SYCAMORE AVENUE | PATTERSON ID MAIN CANAL | 0.6 MI S/O LAS PALMAS AVE | Concrete Tee beam | -- | 1920 | -- | 19.0 | 22.0 | Good | 62.5 | 38C0185 |
| NBI report | WALNUT AVENUE | T.I.D. LATERAL #5 | JCT AT HARDING AVE | Concrete Slab (2 spans) | -- | 1920 | -- | 11.2 | 24.0 | Fair | 73.6 | 38C0190 |
| NBI report | WARNER ROAD | T.I.D. CERES MAIN CANAL | 0.5 MI W/O FAITH HOME RD | Concrete Slab (2 spans) | -- | 1920 | -- | 11.5 | 24.9 | Fair | 57.1 | 38C0313 |
| NBI report | WARNERVILLE ROAD | DRY CREEK TRIBUTARY | 1 MI W CRABTREE RD | Concrete Tee beam (2 spans) | -- | 1920 | -- | 16.1 | 32.2 | Fair | 59.5 | 38C0307 |
| NBI report | WELLSFORD ROAD | M.I.D. LATERAL #2 | 0.1 MI S/O GARST RD | Concrete Culvert (2 spans) | -- | 1920 | -- | 11.2 | 24.0 | Fair | 72.3 | 38C0312 |
| NBI report | LAKE ROAD | T.I.D. MAIN CANAL | 5.1 MI E ROBERTS FERRY RD | Concrete Tee beam (3 spans) | -- | 1920 | 1950 | 22.0 | 65.9 | Good | 95.3 | 38C0171 |
| NBI report | LAKE ROAD | T.I.D. MAIN CANAL | 0.5 MI E OF HICKMAN | Concrete Tee beam (3 spans) | -- | 1920 | 1958 | 22.0 | 66.9 | Good | 93.1 | 38C0156 |
| NBI report | CHURCH STREET | M.I.D. LATERAL #2 | 1 MI N/O SR 132 | Concrete Slab (2 spans) | -- | 1920 | 1960 | 11.2 | 23.0 | Fair | 61.6 | 38C0286 |
| NBI report | EAST AVENUE | T.I.D. MAIN CANAL | 0.5 MI E/O SANTA FE AVE | Steel Stringer/Multi-beam or girder | -- | 1920 | 1960 | 21.0 | 22.0 | Fair | 66.2 | 38C0106 |
| NBI report | VALLEY HOME ROAD | SSJID CANAL | 0.1 MI NW CLEVELAND AVE | Concrete Slab (3 spans) | -- | 1920 | 1960 | 11.2 | 34.1 | Good | 91.9 | 38C0079 |
| NBI report | MONTE VISTA AVENUE | T.I.D. MAIN CANAL | 0.2 MI E/O SANTA FE AVE | Concrete Tee beam (3 spans) | -- | 1920 | 1961 | 16.7 | 51.8 | Fair | 76.2 | 38C0237 |
| NBI report | OAKDALE-WATRFD HWY | M.I.D. MAIN CANAL | 0.9 MI NW SR 132 | Concrete Slab (4 spans) | -- | 1920 | 1961 | 16.4 | 66.9 | Fair | 94.2 | 38C0076 |
| NBI report | OAKDALE-WATERFORD | CLARIBEL LATERAL | 0.5 MI N/O CLARIBEL RD | Concrete Slab (2 spans) | -- | 1920 | 1963 | 11.2 | 24.0 | Poor | 63.1 | 38C0078 |
| NBI report | STATE ROUTE 4 | DUCK CREEK | 10-STA-004-0.88 | Concrete Slab (2 spans) | -- | 1920 | 1974 | 9.8 | 23.0 | Good | 58.0 | 38 0039 |
| NBI report | SPERRY ROAD | SALADO CREEK | 1.7 MI E/O I-5, W/O AE AV | Concrete Slab | -- | 1920 | 2001 | 21.0 | 23.0 | Good | 91.8 | 38C0104 |
| NBI report | CARPENTER ROAD | T.I.D. LATERAL #1 | S PT. REYES - PETALM | Concrete Slab (2 spans) | -- | 1921 | 1955 | 17.4 | 35.1 | Fair | 65.7 | 38C0124 |
| NBI report | KEYES ROAD | T.I.D. MAIN CANAL | 0.8 MI W/O HICKMAN RD | Concrete Tee beam (3 spans) | -- | 1921 | 1960 | 16.4 | 49.9 | Poor | 64.5 | 38C0225 |
| NBI report | OLIVE AVENUE | SALADO CREEK | 0.4 MI EAST STATE RTE 33 | Concrete Tee beam (2 spans) | -- | 1921 | 1960 | 16.1 | 35.1 | Good | 87.0 | 38C0216 |
| NBI report | SERVICE ROAD | T.I.D. CERES MAIN CANAL | 80' W/O MOORE ROAD | Concrete Tee beam (2 spans) | -- | 1921 | 1961 | 16.1 | 33.1 | Fair | 67.7 | 38C0222 |
| NBI report | COOPERSTOWN ROAD | RYDBERG CREEK | 3.9 MI NW LA GRANGE RD | Concrete Tee beam (3 spans) | -- | 1922 | -- | 20.0 | 60.0 | Poor | 60.7 | 38C0257 |
| NBI report | COOPERSTOWN ROAD | JOHNSON CREEK | 1.5 MI NW LA GRANGE RD | Concrete Tee beam (2 spans) | -- | 1922 | -- | 16.1 | 33.1 | Fair | 65.0 | 38C0258 |
| NBI report | PAULINE AVENUE | M.I.D. LATERAL #4 | S/O STATE RTE 132 | Concrete Slab (2 spans) | -- | 1922 | -- | 11.2 | 24.0 | Fair | 70.8 | 38C0275 |
| NBI report | MILNES ROAD | M.I.D. MAIN CANAL | 0.2 MI E LANGWORTH RD | Concrete Tee beam (3 spans) | -- | 1922 | 1961 | 16.1 | 49.9 | Fair | 62.2 | 38C0230 |
| NBI report | FINNEY ROAD | M.I.D. LATERAL #6 | 0.3 MI N MURPHY/BACON RD | Concrete Slab (2 spans) | -- | 1922 | 1990 | 11.2 | 24.0 | Fair | 72.7 | 38C0108 |
| NBI report | COFFEE ROAD | M.I.D. LATERAL #6 | 0.2 MI S CLARIBEL RD | Concrete Tee beam (3 spans) | -- | 1923 | 1959 | 16.1 | 49.9 | Fair | 60.3 | 38C0228 |
| NBI report | CARPENTER ROAD | T.I.D. LATERAL #2 | AT REDWOOD ROAD | Concrete Slab (2 spans) | -- | 1923 | 1960 | 11.2 | 23.0 | Fair | 81.1 | 38C0123 |
| NBI report | WHITMORE AVENUE | T.I.D. MAIN CANAL | 0.8 MI W HICKMAN RD | Concrete Tee beam (3 spans) | -- | 1923 | 1962 | 17.1 | 53.2 | Fair | 69.7 | 38C0090 |
| NBI report | CARVER | M.I.D. MAIN CANAL | S/O ST. FRANCIS AVE | Concrete Tee beam (2 spans) | -- | 1923 | 1966 | 17.1 | 34.1 | Fair | 61.0 | 38C0166 |
| NBI report | GILBERT ROAD | T.I.D. CERES MAIN CANAL | JUST S/O HATCH RD | Concrete Tee beam (3 spans) | -- | 1924 | -- | 16.1 | 48.9 | Fair | 57.7 | 38C0150 |
| NBI report | ST FRANCIS AVENUE | M.I.D. MAIN CANAL | 0.1 MI WEST MCHENRY AVE | Concrete Slab (4 spans) | -- | 1924 | -- | 13.1 | 55.1 | Good | 55.0 | 38C0236 |
| NBI report | HICKMAN ROAD | T.I.D. MAIN CANAL | 1.2 MI N WHITMORE AVE | Concrete Tee beam (3 spans) | -- | 1924 | 1959 | 25.9 | 80.1 | Fair | 81.1 | 38C0091 |
| NBI report | TULLY ROAD | T.I.D. CERES MAIN CANAL | 80 FT SOUTH HATCH RD | Concrete Slab (4 spans) | -- | 1924 | 1960 | 13.1 | 53.5 | Fair | 68.7 | 38C0224 |
| NBI report | SANTA FE AVENUE | T.I.D. UPPER LATERAL #3 | 0.7 MI NW OF ZEERING RD | Concrete Slab (2 spans) | -- | 1924 | 1962 | 11.2 | 24.0 | Fair | 68.6 | 38C0083 |
| NBI report | TULLY ROAD | M.I.D. MAIN CANAL | 0.1 N/O THIEMAN AV | Concrete Tee beam (2 spans) | -- | 1924 | 1991 | 16.1 | 34.1 | Poor | 41.6 | 38C0165 |
| NBI report | CHURCH STREET | M.I.D. LATERAL #3 | 0.5 MI N/O PARKER RD | Concrete Tee beam (3 spans) | -- | 1925 | -- | 16.4 | 49.9 | Fair | 49.8 | 38C0287 |
| NBI report | CROWS LANDING ROAD | T.I.D. LOWER LATERAL #4 | 0.5 MI N/O W. MAIN STREET | Concrete Slab (2 spans) | -- | 1925 | -- | 10.8 | 23.0 | Fair | 58.8 | 38C0098 |
| NBI report | DUNN ROAD | M.I.D. LATERAL #6 | 0.6 MI N/O BACON RD | Concrete Slab (2 spans) | -- | 1925 | -- | 11.2 | 23.0 | Fair | 54.8 | 38C0310 |
| NBI report | ELM AVENUE | PATTERSON ID MAIN CANAL | 0.2 MI S LAS PALMAS | Concrete Slab (2 spans) | -- | 1925 | -- | 9.8 | 26.9 | Good | 62.2 | 38C0184 |
| NBI report | GRIFFIN ROAD | T.I.D. UPPER LATERAL #2 | NEAR JCT AT SERVICE RD | Concrete Slab (2 spans) | -- | 1925 | -- | 11.5 | 23.0 | Fair | 48.5 | 38C0314 |
| NBI report | JACKSON ROAD | M.I.D. LATERAL #6 | 0.2 MI N/O COVERT RD | Concrete Slab (2 spans) | -- | 1925 | -- | 14.1 | 27.9 | Fair | 54.8 | 38C0309 |
| NBI report | PAULINE AVENUE | M.I.D. LATERAL #5 | 0.4 MI S/O CALIF AVENUE | Concrete Slab (2 spans) | -- | 1925 | -- | 11.2 | 23.0 | Fair | 52.2 | 38C0274 |
| NBI report | WILLIAMS ROAD | M.I.D. LATERAL #6 | 0.4 MI N/O COVERT RD | Concrete Slab (2 spans) | -- | 1925 | -- | 14.1 | 27.9 | Fair | 48.7 | 38C0308 |
| NBI report | WILLMS ROAD | DRY CREEK TRIBUTARY | 0.1 MI W JCT ROCK RIV RD | Concrete Tee beam (2 spans) | -- | 1925 | -- | 20.0 | 41.0 | Fair | 77.6 | 38C0278 |
| NBI report | BECKWITH ROAD | M.I.D. LATERAL #7 | 0.4 W/O DAKOTA RD | Concrete Slab (2 spans) | -- | 1925 | 1950 | 15.7 | 32.2 | Fair | 67.8 | 38C0304 |
| NBI report | DAKOTA AVENUE | M.I.D. LATERAL #7 | 0.1 MI N OF BECKWITH RD | Concrete Slab (2 spans) | -- | 1925 | 1950 | 11.2 | 24.0 | Fair | 63.6 | 38C0305 |
| NBI report | SANTA FE AVENUE | T.I.D. UPPER LATERAL #2 | 0.1 MI S/O SERVICE ROAD | Concrete Tee beam (2 spans) | -- | 1925 | 1957 | 17.4 | 36.1 | Fair | 61.3 | 38C0325 |
| NBI report | ALBERS ROAD | M.I.D. MAIN CANAL | 0.9 MI N STATE ROUTE 132 | Concrete Tee beam (4 spans) | -- | 1925 | 1959 | 16.4 | 66.9 | Good | 92.0 | 38C0049 |
| NBI report | COVERT ROAD | M.I.D. LATERAL #6 | 0.4 MI W/O TOOMES RD | Concrete Tee beam (2 spans) | -- | 1925 | 1960 | 16.1 | 35.1 | Fair | 69.2 | 38C0226 |
| NBI report | DALE ROAD | M.I.D. MAIN CANAL | 0.5 MI S OF LADD ROAD | Concrete Tee beam (2 spans) | -- | 1925 | 1962 | 15.1 | 30.8 | Fair | 69.6 | 38C0109 |
| NBI report | LANGWORTH ROAD | M.I.D. MAIN CANAL | 3 MI N MILNES RD | Concrete Tee beam (5 spans) | -- | 1925 | 1962 | 15.4 | 79.1 | Poor | 64.0 | 38C0251 |
| NBI report | PARADISE ROAD | M.I.D. LATERAL #5 | 0.9 MI NW SHILOH RD | Concrete Tee beam (2 spans) | -- | 1925 | 1963 | 16.7 | 36.1 | Fair | 53.4 | 38C0116 |
| NBI report | HAMMETT ROAD | M.I.D. LATERAL #6 | 0.05 MI N COVERT RD | Concrete Slab (2 spans) | -- | 1925 | 1965 | 13.1 | 26.9 | Fair | 62.0 | 38C0322 |
| NBI report Bridgehunter | TIM BELL ROAD | DRY CREEK | 0.8 MI S CLARIBEL ROAD | Concrete Arch - Deck | NR eligible | 1925 | 1979 | 80.1 | 130.9 | Fair | 46.1 | 38C0073 |
| NBI report | CLAUS ROAD | M.I.D. MAIN CANAL | 0.4 MI S/O CLARIBEL ROAD | Concrete Tee beam (3 spans) | -- | 1925 | 1981 | 16.1 | 48.9 | Fair | 84.1 | 38C0087 |
| NBI report | GEER-ALBERS ROAD | T.I.D. CERES MAIN CANAL | S/O HATCH RD | Concrete Slab (3 spans) | -- | 1925 | 2007 | 16.1 | 49.9 | Fair | 87.5 | 38C0092 |
| NBI report | 5TH STREET | CCID MAIN CANAL | AT JUNC W /ARMSTRONG RD | Concrete Slab (3 spans) | -- | 1926 | -- | 15.1 | 46.9 | Fair | 52.7 | 38C0208 |
| NBI report | ANDERSON ROAD | CCID MAIN CANAL | 0.3 MI W STATE RTE 33 | Concrete Slab (3 spans) | -- | 1926 | -- | 15.1 | 46.9 | Poor | 42.8 | 38C0183 |
| NBI report | BLOSSOM ROAD | M.I.D. MAIN CANAL | 0.5 MI N/O SR132 | Concrete Tee beam (4 spans) | -- | 1926 | -- | 16.4 | 66.9 | Poor | 23.8 | 38C0292 |
| NBI report | CRABTREE ROAD | M.I.D. MAIN CANAL | 0.2 MI N/O SR 132 | Concrete Tee beam (3 spans) | -- | 1926 | -- | 29.9 | 88.9 | Fair | 50.0 | 38C0267 |
| NBI report | MOOREHEAD ROAD | CCID MAIN CANAL | W/O DRAPER RD | Concrete Tee beam (3 spans) | -- | 1926 | -- | 20.0 | 62.0 | Fair | 52.7 | 38C0181 |
| NBI report | HAZELDEAN ROAD | M.I.D. MAIN CANAL | 0.2 MI N/O SR 132 | Concrete Tee beam (4 spans) | -- | 1927 | -- | 16.1 | 65.9 | Fair | 49.4 | 38C0266 |
| NBI report | LAKE ROAD | T.I.D. MAIN CANAL | 1.5 MI E/O HAWKINS RD | Concrete Tee beam (4 spans) | -- | 1927 | -- | 20.0 | 82.0 | Fair | 59.3 | 38C0268 |
| NBI report | LAMBUTH ROAD | S SAN JOAQUIN MAIN CANAL | 0.6 MI S OF SCHULTZ RD | Concrete Tee beam (3 spans) | -- | 1927 | -- | 17.1 | 50.9 | Fair | 63.0 | 38C0261 |
| NBI report | CHICAGO AVENUE | M.I.D. LATERAL #5 | 0.4 MI E CARPENTER RD | Concrete Slab (2 spans) | -- | 1927 | 1961 | 20.0 | 42.0 | Fair | 67.9 | 38C0137 |
| NBI report | HAZELDEAN ROAD | MID LOWR WATERFORD CANAL | 1.45 MI N/O SR 132 | Concrete Slab (2 spans) | -- | 1927 | 1965 | 10.2 | 24.0 | Fair | 71.9 | 38C0290 |
| NBI report | PIONEER AVENUE | S SAN JOAQUIN MAIN CANAL | 0.1 MI N PLEASANT VALY RD | Concrete Tee beam (3 spans) | -- | 1928 | -- | 17.1 | 50.9 | Fair | 65.4 | 38C0263 |
| NBI report | SHIELDS ROAD | CCID MAIN CANAL | 0.42 MI E EASTIN RD | Concrete Tee beam (3 spans) | -- | 1928 | -- | 20.0 | 62.0 | Fair | 52.2 | 38C0180 |
| NBI report | WARD AVENUE | SALADO CREEK | 1.0 MI N/O SPERRY AVE | Concrete Slab (2 spans) | -- | 1928 | 1958 | 11.2 | 23.0 | Good | 71.5 | 38C0189 |
| NBI report | WELLSFORD ROAD | M.I.D. MAIN CANAL | 0.4 MI N PARKER ROAD | Concrete Tee beam (6 spans) | -- | 1928 | 1979 | 17.1 | 136.2 | Fair | 79.7 | 38C0147 |
| NBI report | HOPPER ROAD | M.I.D. MAIN CANAL | 0.5 MI N/O SR 132 | Concrete Tee beam (4 spans) | -- | 1929 | -- | 17.1 | 70.9 | Fair | 43.5 | 38C0291 |
| NBI report | MORGAN ROAD | T.I.D. LATERAL #5 | JCT AT HARDING AVE | Concrete Tee beam | -- | 1929 | -- | 24.9 | 26.9 | Fair | 55.1 | 38C0186 |
| NBI report | TWENTY-SIX MILE RD | S SAN JOAQUIN MAIN CANAL | 0.5 MI N DODDS RD | Concrete Tee beam (3 spans) | -- | 1929 | -- | 16.1 | 49.9 | Fair | 59.3 | 38C0234 |
| NBI report | WILLMS ROAD | MAIN CREEK | 1.2 MI SE JCT SR 120 | Concrete Tee beam (4 spans) | -- | 1929 | -- | 16.1 | 65.9 | Good | 92.3 | 38C0253 |
| NBI report | EASTIN ROAD | NEWMAN WASTEWAY | 0.7 MI S/O SHIELLS RD | Concrete Tee beam | -- | 1930 | -- | 43.0 | 43.0 | Fair | 66.9 | 38C0182 |
| NBI report | STARK ROAD | WESTLEY WASTEWAY | 0.7 MI S HOWARD RD | Concrete Tee beam | -- | 1930 | -- | 48.9 | 50.9 | Good | 67.9 | 38C0187 |
| NBI report | W. STANISLAUS ROAD | W STANISLAUS I.D. LAT 4 | 200' W HAMILTON RD | Concrete Tee beam | -- | 1930 | -- | 20.0 | 21.0 | Poor | 42.2 | 38C0242 |
| NBI report | WARNERVILLE ROAD | DRY CREEK TRIBUTARY | 1.0 MI NW JCT TIM BELL RD | Concrete Tee beam (2 spans) | -- | 1930 | -- | 16.1 | 33.1 | Poor | 29.5 | 38C0270 |
| NBI report | LAKE ROAD | PEASLEE CREEK | 2.6 MI W JCT YOSEMITE BLV | Concrete Tee beam | -- | 1930 | 1950 | 40.0 | 41.0 | Good | 79.2 | 38C0269 |
| NBI report | MORGAN ROAD | T.I.D. LOWER LATERAL #2 | 0.6 MI S/O SERVICE RD | Concrete Slab (2 spans) | -- | 1930 | 1965 | 11.2 | 24.0 | Fair | 62.5 | 38C0295 |
| NBI report | STATE ROUTE 4 | HOODS CREEK | 10-STA-004-7.28 | Concrete Tee beam (4 spans) | -- | 1930 | 1974 | 20.0 | 82.0 | Good | 58.8 | 38 0041 |
| NBI report | MILTON ROAD | HOODS CREEK | 1.6 MI S/O SR 4 | Concrete Tee beam (6 spans) | -- | 1931 | -- | 20.0 | 123.0 | Good | 66.9 | 38C0232 |
| NBI report | STATE ROUTE 120 | STANISLAUS RIVER | 10-STA-120-4.26 | Concrete Tee beam (8 spans) | -- | 1931 | 1971 | 60.0 | 416.7 | Poor | 41.2 | 38 0023 |
| NBI report | VICTORY AVENUE | S SAN JOAQUIN MAIN CANAL | 0.4 MI N STATE RTE 120 | Concrete Tee beam (3 spans) | -- | 1931 | 1976 | 17.1 | 50.9 | Fair | 78.9 | 38C0264 |
| NBI report | VALLEY HOME ROAD | LONE TREE CREEK | 0.68 MI S/E LONE TREE RD | Steel Stringer/Multi-beam or girder | -- | 1934 | -- | 37.1 | 38.1 | Fair | 47.4 | 38C0080 |
| NBI report | AMERICAN AVENUE | M.I.D. MAIN CANAL | 0.3 MI S OF LADD ROAD | Concrete Slab (2 spans) | -- | 1935 | -- | 14.4 | 30.8 | Fair | 47.6 | 38C0110 |
| NBI report | DENTON ROAD | T.I.D. MAIN CANAL | 0.5 MI N OF LAKE ROAD | Concrete Slab (5 spans) | -- | 1935 | -- | 18.0 | 89.9 | Fair | 48.9 | 38C0159 |
| NBI report | DUNTON ROAD | SHIRLEY CREEK | 1.6 MI E/O MILTON RD | Concrete Tee beam (2 spans) | -- | 1935 | -- | 17.1 | 36.1 | Poor | 56.6 | 38C0233 |
| NBI report | LAMPLEY ROAD | T.I.D. MAIN CANAL | 0.2 MI N/O LAKE RD | Concrete Slab (4 spans) | -- | 1935 | -- | 19.0 | 78.1 | Fair | 47.8 | 38C0158 |
| NBI report | SONORA ROAD | S SAN JOAQUIN ID DITCH | .75 MI NW/O ORA BLOSSOM R | Concrete Tee beam | -- | 1935 | -- | 26.9 | 30.8 | Fair | 73.5 | 38C0294 |
| NBI report | VINEYARD ROAD | DEL PUERTO CREEK | 200 FT N/O LOQUAT AVE | Concrete Slab (4 spans) | -- | 1935 | -- | 13.1 | 55.1 | Good | 78.2 | 38C0217 |
| NBI report | SYCAMORE AVENUE | M.I.D. LATERAL #4 | 0.1 MI N OF MORRIS AVE | Concrete Slab (3 spans) | -- | 1936 | -- | 13.1 | 41.0 | Fair | 83.1 | 38C0130 |
| NBI report | COLLEGE AVENUE | M.I.D. LATERAL #4 | 0.15 M N/O NEEDHAM | Concrete Slab (3 spans) | -- | 1937 | 1963 | 11.5 | 36.1 | Fair | 82.7 | 38C0132 |
| NBI report | GOLDEN STATE BLVD | UP RR, GOLDEN STATE | 0.1 MI N MERCED CO LINE | Steel Stringer/Multi-beam or girder (23 spans) | -- | 1938 | -- | 84.0 | 1251.0 | Fair | 60.5 | 38C0141 |
| NBI report | SALIDA BOULEVARD | M.I.D. LATERAL #6 | 0.4 MI S/O BROADWAY | Concrete Slab (4 spans) | -- | 1938 | -- | 16.1 | 44.9 | Fair | 33.9 | 38C0068 |
| NBI report | STODDARD | M.I.D. LATERAL #4 | 0.2 MI W OF VIRGINIA AVE | Concrete Slab (3 spans) | -- | 1938 | -- | 36.1 | 62.0 | Fair | 75.3 | 38C0303 |
| NBI report | DRAPER ROAD | CCID MAIN CANAL | 0.25 MI S ORESTIMBA RD | Concrete Tee beam (4 spans) | -- | 1939 | -- | 21.0 | 85.0 | Fair | 52.1 | 38C0203 |
| NBI report | JOHNSON STREET | M.I.D. LATERAL #4 | AT LUCERN AVENUE | Concrete Slab (3 spans) | -- | 1939 | 1944 | 14.1 | 44.0 | Fair | 44.0 | 38C0283 |
| NBI report | SANTA FE AVENUE | T.I.D. MAIN CANAL | 0.1 MI S/O MONTE VISTA AV | Concrete Slab (3 spans) | -- | 1939 | 1961 | 13.1 | 41.0 | Fair | 83.6 | 38C0161 |
| NBI report | STATE ROUTE 99 | CERES MAIN CANAL | 10-STA-099-R10.03 | Concrete Slab | -- | 1941 | 1965 | 30.8 | 32.8 | Good | 92.5 | 38 0007 |
| NBI report | DAVIS ROAD | DELTA-MENDOTA CANAL | 0.6 MI NORTH OF FINK RD | Concrete Tee beam (3 spans) | -- | 1944 | -- | 42.3 | 112.5 | Fair | 70.2 | 38C0209 |
| NBI report | WARD AVENUE | DELTA-MENDOTA CANAL | 0.5 Mile N of Marshall Rd | Concrete Tee beam (3 spans) | -- | 1944 | -- | 40.0 | 106.0 | Good | 71.2 | 38C0213 |
| NBI report | SWANSON ROAD | T.I.D. CERES MAIN CANAL | 1.0 MI N WHITMORE RD | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1945 | 2004 | 14.1 | 56.8 | Fair | 70.0 | 38C0155 |
| NBI report | HAMILTON ROAD | DELTA-MENDOTA CANAL | 0.55 MI W/O MCCRACKEN | Concrete Tee beam (3 spans) | -- | 1946 | -- | 38.1 | 106.6 | Fair | 61.3 | 38C0101 |
| NBI report | HOWARD ROAD | DELTA-MENDOTA CANAL | 1.5 Miles East of I-5 | Concrete Tee beam (3 spans) | -- | 1947 | -- | 38.1 | 105.0 | Fair | 53.5 | 38C0118 |
| NBI report | SANTA FE AVENUE | TUOLUMNE RIVER | 1.0 MI S OF S.H. 132 | Concrete Tee beam (8 spans) | -- | 1947 | -- | 75.1 | 495.1 | Fair | 61.8 | 38C0003 |
| NBI report | DIEHL ROAD | DELTA-MENDOTA CANAL | 0.5 Mi West of Bell Road | Concrete Tee beam (3 spans) | -- | 1948 | -- | 38.1 | 105.0 | Poor | 51.5 | 38C0296 |
| NBI report | FINK ROAD | DELTA-MENDOTA CANAL | 2.0 MILES EAST OF I-5 | Concrete Tee beam (3 spans) | -- | 1948 | -- | 41.0 | 108.9 | Good | 62.9 | 38C0095 |
| NBI report | FRANK COX ROAD | WESTLEY WASTEWAY | 0.3 MI SW OF SR 33 | Concrete Tee beam | -- | 1948 | -- | 62.0 | 62.0 | Good | 54.2 | 38C0218 |
| NBI report | GAFFERY ROAD | DELTA-MENDOTA CANAL | 1.5 Miles W of Welty Road | Concrete Tee beam (3 spans) | -- | 1948 | -- | 49.9 | 133.9 | Fair | 55.4 | 38C0221 |
| NBI report | MINNEAR ROAD | M.I.D. MAIN CANAL | 0.1 MI E ROSELLE AVE | Concrete Slab (2 spans) | -- | 1948 | -- | 14.1 | 29.9 | Fair | 50.4 | 38C0282 |
| NBI report | STATE ROUTE 120 | WILDCAT CREEK | 10-STA-120-R15.04 | Steel Culvert (2 spans) | -- | 1948 | -- | 14.1 | 35.1 | Good | 84.6 | 38 0009 |
| NBI report | STATE ROUTE 33 | WESTLEY WASTEWAY | 10-STA-033-18.92 | Concrete Tee beam | -- | 1948 | -- | 42.0 | 44.0 | Good | 83.3 | 38 0068 |
| NBI report | TERMINAL AVENUE | M.I.D. MAIN CANAL | 0.1 MI S CLARIBEL RD | Concrete Slab (3 spans) | -- | 1948 | 1982 | 20.0 | 62.0 | Fair | 60.4 | 38C0249 |
| NBI report | CROWS LANDING ROAD | SAN JOAQUIN RIVER | NEAR W CARPENTER RD | Steel Stringer/Multi-beam or girder | -- | 1949 | -- | 83.0 | 671.0 | Poor | 4.0 | 38C0010 |
| NBI report | MARSHALL ROAD | DELTA-MENDOTA CANAL | 0.4 Mi East of Ward Ave | Concrete Tee beam (3 spans) | -- | 1949 | -- | 40.0 | 106.0 | Good | 67.2 | 38C0212 |
| NBI report | ORESTIMBA ROAD | DELTA-MENDOTA CANAL | 0.2 Mi West of Bell Road | Concrete Tee beam (3 spans) | -- | 1949 | -- | 41.0 | 109.9 | Fair | 60.8 | 38C0205 |
| NBI report | PETE MILLER ROAD | DELTA-MENDOTA CANAL | 1.7 Mi W of Eastin Road | Concrete Tee beam (3 spans) | -- | 1949 | -- | 45.9 | 140.1 | Fair | 62.6 | 38C0202 |
| NBI report | ROGERS ROAD | DELTA-MENDOTA CANAL | 0.5 Mile N of Sperry Ave | Concrete Tee beam (3 spans) | -- | 1949 | -- | 40.0 | 107.0 | Good | 71.0 | 38C0214 |
| NBI report | SHIELDS ROAD | DELTA-MENDOTA CANAL | 1.5 MI WEST OF EASTIN RD | Concrete Tee beam (3 spans) | -- | 1949 | -- | 52.5 | 149.6 | Fair | 85.9 | 38C0332 |
| NBI report | STUHR ROAD | DELTA-MENDOTA CANAL | 100' East of Bell Road | Concrete Tee beam (3 spans) | -- | 1949 | -- | 38.1 | 106.6 | Poor | 49.9 | 38C0206 |
| NBI report | WELTY ROAD | DELTA-MENDOTA CANAL | 1.3 Mi S of Gaffery Road | Concrete Tee beam (3 spans) | -- | 1949 | -- | 41.0 | 110.9 | Fair | 55.7 | 38C0220 |
| NBI report | COX ROAD | WESTLEY WASTEWAY | 0.1 MI N FRANK COX RD | Concrete Tee beam | -- | 1950 | -- | 43.0 | 43.0 | Good | 63.9 | 38C0219 |
| NBI report | DRAPER ROAD | NEWMAN WASTEWAY | 0.7 MI S/O SHIELLS RD | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1950 | -- | 45.9 | 140.1 | Fair | 58.5 | 38C0238 |
| NBI report | LA LOMA AVENUE | DRY CREEK & MORTON ST | 0.8 MI NE OF YOSEMITE BL | Concrete Slab (3 spans) | -- | 1950 | -- | 53.2 | 130.9 | Fair | 58.5 | 38C0128 |
| NBI report | DUSTY LANE | M.I.D. MAIN CANAL | 0.6 MI W/O ALBERS RD | Concrete Slab (5 spans) | -- | 1951 | -- | 14.1 | 75.1 | Fair | 57.1 | 38C0178 |
| NBI report | SANTA FE AVENUE | M.I.D. LATERAL #3 | JUST N OF PARKER RD | Concrete Slab (3 spans) | -- | 1951 | -- | 18.0 | 55.1 | Fair | 67.7 | 38C0179 |
| NBI report | DEWITT ROAD | M.I.D. LATERAL #3 | 0.1 MI N PARKER RD | Concrete Slab (3 spans) | -- | 1952 | -- | 18.0 | 55.1 | Fair | 64.6 | 38C0177 |
| NBI report | SKITTONE ROAD | M.I.D. MAIN CANAL | 0.05 MI S OF SR 108 | Concrete Slab (2 spans) | -- | 1952 | -- | 14.1 | 27.9 | Fair | 43.7 | 38C0164 |
| NBI report | CROWSLANDING ROAD | CCID MAIN CANAL | 0.5 MI E SR33, @ARMSTRONG | Concrete Slab (3 spans) | -- | 1953 | -- | 20.0 | 50.9 | Fair | 84.3 | 38C0096 |
| NBI report | UPPER ROAD | NEWMAN WASTEWAY | 0.2 MI S/O HALLOWELL RD | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1953 | -- | 45.9 | 139.1 | Poor | 50.8 | 38C0167 |
| NBI report | STATE ROUTE 33 | ORESTIMBA CREEK | 10-STA-033-5.57 | Concrete Slab (6 spans) | -- | 1954 | -- | 24.0 | 134.8 | Good | 89.8 | 38 0021 |
| NBI report | RICE ROAD | M.I.D. MAIN CANAL | 0.9 MI E OF CLAUS ROAD | Concrete Slab (3 spans) | -- | 1955 | -- | 20.0 | 65.0 | Fair | 47.3 | 38C0176 |
| NBI report | STATE ROUTE 33 | CCID MAIN CANAL | 10-STA-033-6.09 | Concrete Slab (3 spans) | -- | 1955 | -- | 27.9 | 74.2 | Good | 96.0 | 38 0022 |
| NBI report | EL VISTA AVENUE | DRY CREEK | S/O SCENIC DRIVE | Concrete Tee beam (3 spans) | -- | 1956 | 1973 | 80.1 | 206.0 | Good | 89.8 | 38C0037 |
| NBI report | STUHR ROAD | CCID MAIN CANAL | 1.0 MI W STATE HWY 33 | Concrete Slab (2 spans) | -- | 1957 | -- | 27.9 | 58.1 | Good | 94.0 | 38C0031 |
| NBI report | CLARIBEL ROAD | M.I.D. MAIN CANAL | 0.1 MI W/O TERMINAL AVE | Concrete Slab (4 spans) | -- | 1958 | -- | 25.9 | 107.0 | Fair | 71.4 | 38C0114 |
| NBI report | RIVER ROAD | ORESTIMBA CREEK | 0.6 MI SE CROWS LNDING RD | Concrete Slab (3 spans) | -- | 1958 | -- | 27.9 | 85.0 | Good | 95.8 | 38C0043 |
| NBI report | MITCHELL ROAD | TUOLUMNE RIVER | 0.55 MI S FINCH RD | Concrete Box beam or girders - Multiple (7 spans) | -- | 1958 | 1988 | 100.1 | 657.2 | Poor | 82.0 | 38C0044 |
| NBI report | ALBERS ROAD | DRY CREEK | 0.15 MI N STATE RTE 132 | Concrete Slab (8 spans) | -- | 1959 | -- | 25.9 | 198.2 | Good | 88.2 | 38C0025 |
| NBI report | DEL PUERTO CNYN RD | DEL PUERTO CREEK | 11.0 MI W/O I- 5 | Steel Arch - Deck | -- | 1959 | -- | 20.0 | 22.0 | Fair | 73.9 | 38C0019 |
| NBI report | DEL PUERTO CYN RD | DEL PUERTO CREEK | 6.3 MI W INTERSTATE RTE 5 | Steel Arch - Deck | -- | 1959 | -- | 20.0 | 22.0 | Fair | 62.5 | 38C0041 |
| NBI report | LAKE ROAD | T.I.D. MAIN CANAL | 7.5 MI E ROBERTS FERRY RD | Concrete Slab (6 spans) | -- | 1959 | -- | 21.0 | 128.9 | Good | 96.6 | 38C0039 |
| NBI report | LAKE ROAD | HIGHLINE CANAL | 0.6 M E/O LAMPLEY RD | Concrete Culvert (2 spans) | -- | 1959 | -- | 13.1 | 26.9 | Fair | 76.4 | 38C0280 |
| NBI report | LAS PALMAS AVENUE | SAN JOAQUIN RIVER | 3 MI N/E STATE ROUTE 33 | Concrete Slab (22 spans) | -- | 1959 | -- | 29.9 | 648.0 | Fair | 57.2 | 38C0033 |
| NBI report | MCHENRY AVENUE | STANISLAUS RIVER | AT SAN JOAQUIN CO LINE | Concrete Box beam or girders - Multiple (3 spans) | -- | 1959 | -- | 100.1 | 1136.2 | Good | 72.6 | 38C0032 |
| NBI report | CLAUS ROAD | DRY CREEK | SOUTH OF SCENIC DR | Concrete Tee beam (3 spans) | -- | 1959 | 1993 | 80.1 | 206.0 | Fair | 80.5 | 38C0026 |
| NBI report | COOPERSTOWN ROAD | DRY CREEK | 0.8 MI NW LA GRANGE RD | Concrete Slab (2 spans) | -- | 1960 | -- | 12.1 | 24.0 | Poor | 47.6 | 38C0259 |
| NBI report | GEER ROAD | TUOLUMNE RIVER | 1.3 MI S STATE ROUTE 132 | Concrete Box beam or girders - Multiple (7 spans) | -- | 1960 | -- | 100.1 | 655.9 | Good | 72.2 | 38C0048 |
| NBI report | GEER ROAD | M.I.D. LATERAL #1 | 0.3 MI S OF SR 132 | Concrete Slab | -- | 1960 | -- | 22.3 | 24.9 | Good | 95.8 | 38C0051 |
| NBI report | SCHELL ROAD | S SAN JOAQUIN MAIN CANAL | 0.4 MI NE OF SONORA RD | Wood Stringer/Multi-beam or girder | -- | 1960 | -- | 23.0 | 24.0 | Good | 62.7 | 38C0169 |
| NBI report | SR 108 (MCHENRY) | M.I.D. CANAL LATERAL 4 | 10-STA-108-23.57-MOD | Concrete Culvert (3 spans) | -- | 1960 | -- | 7.9 | 26.2 | Fair | 93.2 | 38 0042 |
| NBI report | DEL PUERTO CYN RD | WASHINGTON CANYON CREEK | 9.6 MI W OF I-5 | Steel Stringer/Multi-beam or girder | -- | 1960 | 1982 | 21.0 | 22.0 | Good | 72.3 | 38C0175 |
| NBI report | DEL PUERTO CYN RD | DEL PUERTO CREEK | 18.8 MI W/O RTE 5 | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1960 | 1984 | 19.0 | 42.0 | Good | 90.7 | 38C0174 |
| NBI report | CARPENTER ROAD | TUOLUMNE RIVER | 0.1 MI N/O HATCH ROAD | Concrete Box beam or girders - Multiple (7 spans) | -- | 1960 | 2014 | 100.1 | 631.9 | Good | 87.0 | 38C0050 |
| NBI report | GRAYSON ROAD | SAN JOAQUIN RIVER | 0.2 MI N/E OF COX RD | Concrete Slab (8 spans) | -- | 1962 | -- | 29.9 | 227.0 | Good | 90.0 | 38C0016 |
| NBI report | GRAYSON ROAD | LAIRD SLOUGH | 3.1 MI N/E STATE ROUTE 33 | Concrete Tee beam (3 spans) | -- | 1962 | -- | 60.0 | 408.2 | Fair | 78.5 | 38C0027 |
| NBI report | HATCH ROAD | STATE ROUTE 99 | 10-STA-099-R13.26-CER | Concrete Box beam or girders - Multiple (3 spans) | -- | 1962 | -- | 97.1 | 225.1 | Good | 90.0 | 38 0081 |
| NBI report | MCCRACKEN ROAD | DELTA-MENDOTA CANAL | 0.4 MI S/O HAMILTON ROAD | Concrete Slab (4 spans) | -- | 1962 | -- | 30.8 | 111.9 | Fair | 83.8 | 38C0241 |
| NBI report | MCHENRY AVENUE | DRY SLOUGH | 1.7 MI N STATE ROUTE 108 | Concrete Slab (14 spans) | -- | 1962 | -- | 25.9 | 349.1 | Good | 66.5 | 38C0002 |
| NBI report | RESERVOIR ROAD | M.I.D. MAIN CANAL | 0.05 MI N/O SR 132 | Concrete Slab (3 spans) | -- | 1962 | -- | 20.0 | 61.0 | Fair | 95.5 | 38C0288 |
| NBI report | HATCH ROAD | 9TH-S99, 7TH ST, & UP RR | 10-STA-099-R13.28 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1962 | 1996 | 98.1 | 319.9 | Good | 90.0 | 38 0081Y |
| NBI report | CROWS LANDING ROAD | STATE ROUTE 99 & RAMP | 10-STA-099-R14.47-TUR | Concrete Box beam or girders - Multiple (3 spans) | -- | 1963 | -- | 125.0 | 297.9 | Good | 82.3 | 38 0077 |
| NBI report | G STREET | STATE ROUTE 99 & RAMP | 10-STA-099-R15.66-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 69.9 | 238.9 | Fair | 78.0 | 38 0088 |
| NBI report | H STREET | STATE ROUTE 99 | 10-STA-099-R15.75-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 69.9 | 205.1 | Fair | 95.3 | 38 0089 |
| NBI report | I STREET | STATE ROUTE 99 | 10-STA-099-R15.85-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 69.9 | 205.1 | Fair | 95.7 | 38 0090 |
| NBI report | K STREET | STATE ROUTE 99 & RAMP | 10-STA-099-R16.03-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 81.0 | 253.9 | Fair | 95.7 | 38 0091 |
| NBI report | KANSAS AVE | STATE ROUTE 99 | 10-STA-099-R16.82-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 111.9 | 295.9 | Fair | 63.4 | 38 0086 |
| NBI report | NEEDHAM ROAD | DELTA-MENDOTA CANAL | 0.15 Mi W of Stark Road | Concrete Slab (4 spans) | -- | 1963 | -- | 29.9 | 118.1 | Poor | 66.0 | 38C0239 |
| NBI report | SIERRA DR | STATE ROUTE 99 & RAMP | 10-STA-099-R15.37-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 97.1 | 270.0 | Fair | 84.7 | 38 0095 |
| NBI report | STATE ROUTE 132 | STATE ROUTE 99 | 10-STA-132-14.71-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 79.1 | 218.2 | Fair | 75.7 | 38 0092 |
| NBI report | STATE ROUTE 99 NB | 7TH STREET & UP RR | 10-STA-099-R14.03 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 108.9 | 344.2 | Good | 79.0 | 38 0076R |
| NBI report | STATE ROUTE 99 NB | ZEFF RD & TUOLUMNE RIVER | 10-STA-099-R14.93 | Concrete Box beam or girders - Multiple (8 spans) | -- | 1963 | -- | 96.1 | 702.1 | Good | 68.3 | 38 0078R |
| NBI report | STATE ROUTE 99 NB | 9TH STREET | 10-STA-099-R13.90 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 64.0 | 234.9 | Good | 79.0 | 38 0082R |
| NBI report | STATE ROUTE 99 NB | TUOLUMNE BLVD | 10-STA-099-R15.10 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1963 | -- | 79.1 | 160.1 | Fair | 93.5 | 38 0096R |
| NBI report | STATE ROUTE 99 SB | 7TH STREET & UP RR | 10-STA-099-R14.03 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 108.9 | 334.0 | Good | 79.0 | 38 0076L |
| NBI report | STATE ROUTE 99 SB | ZEFF RD & TUOLUMNE RIVER | 10-STA-099-R14.93-MOD | Concrete Box beam or girders - Multiple (8 spans) | -- | 1963 | -- | 96.1 | 702.1 | Good | 68.3 | 38 0078L |
| NBI report | STATE ROUTE 99 SB | 9TH STREET | 10-STA-099-R13.90 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 65.9 | 238.9 | Good | 79.0 | 38 0082L |
| NBI report | STATE ROUTE 99 SB | TUOLUMNE BLVD | 10-STA-099-R15.10 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1963 | -- | 79.1 | 160.1 | Fair | 74.8 | 38 0096L |
| NBI report | WOODLAND AVE | STATE ROUTE 99 | 10-STA-099-R17.51-MOD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1963 | -- | 74.2 | 237.9 | Good | 92.5 | 38 0087 |
| NBI report | STATE ROUTE 99 | 9TH STREET & UP RR | 10-STA-099-R17.93-MOD | Concrete Box beam or girders - Multiple (6 spans) | -- | 1963 | 1976 | 76.1 | 416.0 | Fair | 68.0 | 38 0083 |
| NBI report | FINK ROAD | CALIFORNIA AQUEDUCT | 0.43 MI E OF I-5 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1964 | -- | 84.0 | 168.0 | Fair | 82.8 | 38C0094 |
| NBI report | HICKMAN ROAD | TUOLUMNE RIVER | 0.15 MI S STATE ROUTE 132 | Concrete Box beam or girders - Multiple (7 spans) | -- | 1964 | -- | 100.1 | 652.9 | Poor | 64.7 | 38C0004 |
| NBI report | PLEASANT VALLEY RD | S SAN JOAQUIN MAIN CANAL | 0.3 MI E OF VICTORY | Wood Stringer/Multi-beam or girder (4 spans) | -- | 1964 | -- | 20.0 | 84.0 | Good | 80.7 | 38C0154 |
| NBI report | SULLIVAN ROAD | CALIFORNIA AQUEDUCT | 1.68 MI WEST OF EASTIN RD | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1964 | -- | 73.2 | 148.0 | Fair | 78.3 | 38C0200 |
| NBI report | ROHDE ROAD | T.I.D. CERES MAIN CANAL | 0.4 MI SE/O MITCHELL RD | Concrete Slab | -- | 1964 | 1980 | 31.2 | 33.1 | Good | 97.6 | 38C0052 |
| NBI report Bridgehunter | COOPERSTOWN ROAD | GALLUP CREEK | 2.8 MI NW LA GRANGE RD | Steel Truss - Thru | -- | 1965 | -- | 80.1 | 83.0 | Fair | 45.7 | 38C0170 |
| NBI report | HOWARD ROAD | CALIFORNIA AQUEDUCT | 0.7 MI E OF I-5 | Concrete Tee beam (2 spans) | -- | 1965 | -- | 88.9 | 177.8 | Fair | 79.2 | 38C0117 |
| NBI report | N99-MITCHELL RD OF | CERES MAIN CANAL | 10-STA-099-R10.03 | Concrete Slab | -- | 1965 | -- | 30.8 | 33.1 | Good | 95.9 | 38 0007S |
| NBI report | PINE STREET | SR 99,RAMP,STREET,UP RR | 10-STA-099-R11.30-CER | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1965 | -- | 87.9 | 381.9 | Good | 90.2 | 38 0074 |
| NBI report | RESERVOIR ROAD | M.I.D. MAIN CANAL | 0.9 MI N/O SR 132 | Concrete Slab (4 spans) | -- | 1965 | -- | 22.0 | 78.1 | Fair | 95.5 | 38C0289 |
| NBI report | SERVICE RD | STATE ROUTE 99 & UP RR | 10-STA-099-R10.58 | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1965 | -- | 94.2 | 401.9 | Poor | 86.7 | 38 0094 |
| NBI report | STATE ROUTE 99 | SECOND ST-SB 99 ON RAMP | 10-STA-099-R11.55-CER | Concrete Tee beam (3 spans) | -- | 1965 | -- | 64.0 | 137.1 | Poor | 82.0 | 38 0072 |
| NBI report | STATE ROUTE 99 | SB 99-NORTH ST OFF RAMP | 10-STA-099-R11.62-CER | Concrete Tee beam (3 spans) | -- | 1965 | -- | 66.9 | 153.9 | Poor | 79.9 | 38 0073 |
| NBI report | STATE ROUTE 99 | MITCHELL RD | 10-STA-099-R10.16 | Concrete Tee beam (3 spans) | -- | 1965 | -- | 70.9 | 160.1 | Good | 91.3 | 38 0093 |
| NBI report | SHILOH ROAD | TUOLUMNE RIVER | 3 MI N GRAYSON RD | Concrete Box beam or girders - Multiple (4 spans) | -- | 1965 | 2010 | 100.1 | 402.9 | Good | 94.2 | 38C0018 |
| NBI report | MCCRACKEN ROAD | CALIFORNIA AQUEDUCT | 1.1 MI S HAMILTON ROAD | Concrete Tee beam (2 spans) | -- | 1966 | -- | 83.0 | 166.7 | Fair | 82.4 | 38C0240 |
| NBI report | MONTPELIER ROAD | HIGH LINE CANAL | 1.85 MI NW OF KEYES RD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 20.0 | 41.0 | Fair | 95.3 | 38C0072 |
| NBI report | OAK FLAT ROAD | CALIFORNIA AQUEDUCT | 0.4 MI WEST OF WARD AVE | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 75.1 | 150.3 | Fair | 86.0 | 38C0211 |
| NBI report | ORESTIMBA ROAD | CALIFORNIA AQUEDUCT | 1.1 MI WEST OF I-5 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 74.2 | 148.3 | Fair | 84.9 | 38C0207 |
| NBI report | PETE MILLER ROAD | CALIFORNIA AQUEDUCT | 2.6 MI WEST OF EASTIN RD | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 71.9 | 147.0 | Good | 89.5 | 38C0201 |
| NBI report | WARD AVENUE | CALIFORNIA AQUEDUCT | 1.0 MI NORTH OF FINK RD | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 1966 | -- | 88.9 | 172.9 | Fair | 85.9 | 38C0210 |
| NBI report | ALDRICH ROAD | T.I.D. CERES MAIN CANAL | 0.8 MI N/O FOX ROAD | Concrete Slab (3 spans) | -- | 1967 | -- | 17.1 | 51.8 | Fair | 54.8 | 38C0252 |
| NBI report | CLINTON ROAD | T.I.D. CERES MAIN CANAL | 50' SOUTH HATCH RD | Concrete Slab (2 spans) | -- | 1967 | -- | 22.0 | 44.9 | Fair | 63.7 | 38C0223 |
| NBI report | DAVIS ROAD | INTERSTATE 5 | 10-STA-005-9.45 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1967 | -- | 111.9 | 226.1 | Good | 77.8 | 38 0112 |
| NBI report | FIRST ST | STANISLAUS RIVER | STANLS-SAN JOAQIN CO LINE | Concrete Box beam or girders - Multiple (3 spans) | -- | 1967 | -- | 120.1 | 1006.9 | Good | 86.9 | 38C0040 |
| NBI report | INGRAM CREEK RD-N5 | INGRAM CREEK | 10-STA-005-23.07 | Concrete Slab (3 spans) | -- | 1967 | -- | 29.9 | 78.1 | Good | 97.0 | 38 0126S |
| NBI report | INTERSTATE 5 | DEL PUERTO CREEK | 10-STA-005-18.13 | Concrete Culvert | -- | 1967 | -- | 22.0 | 27.9 | Good | 85.0 | 38 0121 |
| NBI report | INTERSTATE 5 NB | POVERTY FLAT RD(PRIVATE) | 10-STA-005-2.48 | Concrete Slab (3 spans) | -- | 1967 | -- | 25.9 | 65.9 | Good | 83.0 | 38 0103R |
| NBI report | INTERSTATE 5 NB | SHIELLS RD (PRIVATE) | 10-STA-005-3.99 | Concrete Slab (3 spans) | -- | 1967 | -- | 32.2 | 82.0 | Good | 83.0 | 38 0104R |
| NBI report | INTERSTATE 5 NB | ORESTIMBA ROAD | 10-STA-005-5.02 | Concrete Slab (3 spans) | -- | 1967 | -- | 32.2 | 82.0 | Fair | 69.2 | 38 0105R |
| NBI report | INTERSTATE 5 NB | ORESTIMBA CREEK | 10-STA-005-5.73 | Concrete Tee beam (6 spans) | -- | 1967 | -- | 45.9 | 249.0 | Good | 88.9 | 38 0107R |
| NBI report | INTERSTATE 5 NB | CALIFORNIA AQUEDUCT | 10-STA-005-6.47 | Concrete Tee beam (4 spans) | -- | 1967 | -- | 71.9 | 260.2 | Good | 87.5 | 38 0108R |
| NBI report | INTERSTATE 5 NB | CROW CREEK | 10-STA-005-8.95 | Concrete Slab (3 spans) | -- | 1967 | -- | 27.9 | 71.9 | Good | 95.3 | 38 0111R |
| NBI report | INTERSTATE 5 NB | FINK ROAD | 10-STA-005-10.71 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 56.1 | 104.0 | Poor | 82.3 | 38 0114R |
| NBI report | INTERSTATE 5 NB | COVELL ROAD (PRIVATE) | 10-STA-005-11.22 | Concrete Slab (3 spans) | -- | 1967 | -- | 25.9 | 65.9 | Good | 83.0 | 38 0115R |
| NBI report | INTERSTATE 5 NB | OAK FLAT ROAD | 10-STA-005-12.53 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 42.0 | 104.0 | Good | 70.3 | 38 0116R |
| NBI report | INTERSTATE 5 NB | SALADO CREEK | 10-STA-005-12.68 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 71.9 | 180.1 | Poor | 73.9 | 38 0117R |
| NBI report | INTERSTATE 5 NB | NIELS HANSON RD | 10-STA-005-14.94 | Concrete Slab (3 spans) | -- | 1967 | -- | 29.9 | 74.2 | Good | 81.0 | 38 0118R |
| NBI report | INTERSTATE 5 NB | DEL PUERTO CANYON RD | 10-STA-005-15.86 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 60.0 | 107.9 | Poor | 88.2 | 38 0119R |
| NBI report | INTERSTATE 5 NB | HANSON ROAD (PRIVATE) | 10-STA-005-17.24 | Concrete Slab (3 spans) | -- | 1967 | -- | 34.1 | 86.0 | Poor | 53.0 | 38 0120R |
| NBI report | INTERSTATE 5 NB | DEL PUERTO CREEK ROAD | 10-STA-005-18.31 | Concrete Slab (3 spans) | -- | 1967 | -- | 27.9 | 70.9 | Good | 83.0 | 38 0122R |
| NBI report | INTERSTATE 5 NB | KERN CREEK RD (PRIVATE) | 10-STA-005-20.68 | Concrete Slab (3 spans) | -- | 1967 | -- | 29.9 | 74.2 | Good | 96.0 | 38 0123R |
| NBI report | INTERSTATE 5 NB | INGRAM CREEK ROAD | 10-STA-005-22.99 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 40.0 | 100.1 | Poor | 80.6 | 38 0125R |
| NBI report | INTERSTATE 5 NB | INGRAM CREEK | 10-STA-005-23.07 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 40.0 | 98.1 | Fair | 82.1 | 38 0126R |
| NBI report | INTERSTATE 5 NB | KHALSA ROAD | 10-STA-005-25.53 | Concrete Slab (3 spans) | -- | 1967 | -- | 34.1 | 86.0 | Poor | 49.0 | 38 0127R |
| NBI report | INTERSTATE 5 SB | POVERTY FLAT RD(PRIVATE) | 10-STA-005-2.48 | Concrete Slab (3 spans) | -- | 1967 | -- | 25.9 | 65.9 | Good | 83.0 | 38 0103L |
| NBI report | INTERSTATE 5 SB | SHIELLS RD (PRIVATE) | 10-STA-005-3.99 | Concrete Slab (3 spans) | -- | 1967 | -- | 32.2 | 82.0 | Good | 83.0 | 38 0104L |
| NBI report | INTERSTATE 5 SB | ORESTIMBA ROAD | 10-STA-005-5.02 | Concrete Slab (3 spans) | -- | 1967 | -- | 32.2 | 82.0 | Fair | 68.1 | 38 0105L |
| NBI report | INTERSTATE 5 SB | ORESTIMBA CREEK | 10-STA-005-5.73 | Concrete Tee beam (6 spans) | -- | 1967 | -- | 45.9 | 249.0 | Fair | 72.4 | 38 0107L |
| NBI report | INTERSTATE 5 SB | CALIFORNIA AQUEDUCT | 10-STA-005-6.47 | Concrete Tee beam (4 spans) | -- | 1967 | -- | 71.9 | 260.2 | Fair | 86.5 | 38 0108L |
| NBI report | INTERSTATE 5 SB | CROW CREEK | 10-STA-005-8.94 | Concrete Slab (3 spans) | -- | 1967 | -- | 27.9 | 71.9 | Good | 94.4 | 38 0111L |
| NBI report | INTERSTATE 5 SB | FINK ROAD | 10-STA-005-10.71 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 56.1 | 104.0 | Poor | 82.3 | 38 0114L |
| NBI report | INTERSTATE 5 SB | COVELL ROAD (PRIVATE) | 10-STA-005-11.22 | Concrete Slab (3 spans) | -- | 1967 | -- | 25.9 | 65.9 | Fair | 79.2 | 38 0115L |
| NBI report | INTERSTATE 5 SB | OAK FLAT ROAD | 10-STA-005-12.53 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 42.0 | 104.0 | Poor | 70.8 | 38 0116L |
| NBI report | INTERSTATE 5 SB | SALADO CREEK | 10-STA-005-12.68 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 71.9 | 180.1 | Good | 80.2 | 38 0117L |
| NBI report | INTERSTATE 5 SB | NIELS HANSON RD | 10-STA-005-14.94 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 64.0 | 160.1 | Good | 74.1 | 38 0118L |
| NBI report | INTERSTATE 5 SB | DEL PUERTO CANYON RD | 10-STA-005-15.86 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 60.0 | 126.0 | Poor | 87.0 | 38 0119L |
| NBI report | INTERSTATE 5 SB | HANSON ROAD (PRIVATE) | 10-STA-005-17.25 | Concrete Slab (3 spans) | -- | 1967 | -- | 34.1 | 86.0 | Poor | 53.0 | 38 0120L |
| NBI report | INTERSTATE 5 SB | DEL PUERTO CREEK ROAD | 10-STA-005-18.31 | Concrete Slab (3 spans) | -- | 1967 | -- | 27.9 | 70.9 | Good | 83.5 | 38 0122L |
| NBI report | INTERSTATE 5 SB | KERN CREEK RD (PRIVATE) | 10-STA-005-20.69 | Concrete Slab (3 spans) | -- | 1967 | -- | 29.9 | 74.2 | Good | 96.0 | 38 0123L |
| NBI report | INTERSTATE 5 SB | INGRAM CREEK ROAD | 10-STA-005-22.99 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 40.0 | 100.1 | Fair | 72.7 | 38 0125L |
| NBI report | INTERSTATE 5 SB | INGRAM CREEK | 10-STA-005-23.07 | Concrete Tee beam (3 spans) | -- | 1967 | -- | 40.0 | 98.1 | Poor | 81.6 | 38 0126L |
| NBI report | INTERSTATE 5 SB | KHALSA ROAD | 10-STA-005-25.53 | Concrete Slab (3 spans) | -- | 1967 | -- | 34.1 | 86.0 | Poor | 62.0 | 38 0127L |
| NBI report | MCCRACKEN ROAD | INGRAM CREEK | 0.1 MI N HOWARD ROAD | Concrete Slab (3 spans) | -- | 1967 | -- | 27.9 | 69.9 | Poor | 64.5 | 38C0059 |
| NBI report | ORANGE BLOSSOM RD | STANISLAUS RIVER | 0.2 MI SW INTSC RODDEN RD | Concrete Box beam or girders - Multiple (6 spans) | -- | 1967 | -- | 100.1 | 553.2 | Poor | 81.4 | 38C0001 |
| NBI report | PETE MILLER RD | INTERSTATE 5 | 10-STA-005-0.89 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1967 | -- | 85.0 | 247.1 | Good | 85.2 | 38 0101 |
| NBI report | S5-INGRAM CREEK RD | INGRAM CREEK | 10-STA-005-23.07 | Concrete Slab (3 spans) | -- | 1967 | -- | 27.9 | 69.9 | Fair | 86.0 | 38 0126K |
| NBI report | SIMON NEWMAN RD | INTERSTATE 5 | 10-STA-005-7.45 | Concrete Box beam or girders - Multiple (2 spans) | -- | 1967 | -- | 119.1 | 233.9 | Fair | 83.5 | 38 0109 |
| NBI report | SPERRY AVENUE | CALIFORNIA AQUEDUCT | 0.1 MI E OF I 5 | Concrete Tee beam (2 spans) | -- | 1967 | -- | 80.1 | 162.1 | Fair | 72.6 | 38C0053 |
| NBI report | STUHR ROAD | INTERSTATE 5 | 10-STA-005-5.51 | Concrete Box beam or girders - Multiple (4 spans) | -- | 1967 | -- | 86.9 | 253.9 | Fair | 73.4 | 38 0106 |
| NBI report | SUNRISE AVENUE | M.I.D. LATERAL #4 | 0.5 MI N/O LUCERNE AVENUE | Concrete Culvert (3 spans) | -- | 1967 | -- | 13.1 | 40.0 | Fair | 88.7 | 38C0133 |
| NBI report | BRIGGSMORE AVE WB | M.I.D. LATERAL #3 | 0.2 MI W/O OAKDALE RD | Concrete Culvert (2 spans) | -- | 1969 | -- | 7.9 | 288.7 | Fair | 86.6 | 38C0127 |
| NBI report | STATE ROUTE 33 | DEL PUERTO CREEK | 10-STA-033-16.54 | Concrete Slab (4 spans) | -- | 1969 | -- | 27.9 | 111.9 | Good | 94.3 | 38 0019 |
| NBI report | HAMMETT RD | STATE ROUTE 99 | 10-STA-099-R24.27 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1970 | -- | 108.9 | 199.2 | Fair | 95.4 | 38 0140 |
| NBI report | HAMMETT RD | UP RR | 10-STA-099-R24.30 | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1970 | -- | 55.1 | 139.1 | Good | 97.6 | 38 0158Y |
| NBI report | STATE ROUTE 132 | SAN JOAQUIN RIVER | 10-STA-132-R2.43 | Concrete Box beam or girders - Multiple (5 spans) | -- | 1971 | -- | 100.1 | 1500.4 | Good | 81.0 | 38 0045 |
| NBI report | HOUSER ROAD | M.I.D. LATERAL #5 | 0.1 MI E PANAMA DRIVE | Concrete Culvert (2 spans) | -- | 1972 | -- | 9.8 | 21.0 | Fair | 96.5 | 38C0279 |
| NBI report | STATE ROUTE 108 | BNSF RY & AMTRAK | 10-STA-108-R32.34 | Concrete Box beam or girders - Multiple (3 spans) | -- | 1972 | -- | 62.0 | 128.9 | Fair | 79.3 | 38 0011 |
| NBI report | CANAL DR | STATE ROUTE 99 | 10-STA-099-R4.01-TUR | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1973 | -- | 115.2 | 223.1 | Fair | 84.3 | 38 0148 |
| NBI report | GOLF RD | STATE ROUTE 99 | 10-STA-099-R0.52-TUR | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1973 | -- | 130.9 | 247.1 | Fair | 95.9 | 38 0138 |
| NBI report | LINWOOD AVE | STATE ROUTE 99 | 10-STA-099-R2.29-TUR | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1973 | -- | 170.9 | 334.0 | Fair | 91.0 | 38 0079 |
| NBI report | STATE ROUTE 99 NB | ST RTE 165 (LANDER AVE) | 10-STA-099-R1.63-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 150.9 | 150.9 | Good | 88.0 | 38 0053R |
| NBI report | STATE ROUTE 99 NB | WALNUT AVE | 10-STA-099-R3.08-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 105.0 | 105.0 | Good | 91.1 | 38 0124R |
| NBI report | STATE ROUTE 99 NB | UP RR | 10-STA-099-R3.18-TUR | Concrete Tee beam (3 spans) | -- | 1973 | -- | 55.1 | 133.9 | Good | 95.1 | 38 0128R |
| NBI report | STATE ROUTE 99 NB | WEST MAIN STREET | 10-STA-099-R3.45-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 142.1 | 142.1 | Good | 91.0 | 38 0141R |
| NBI report | STATE ROUTE 99 NB | FULKERTH ROAD | 10-STA-099-R4.54-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 128.0 | 128.0 | Good | 91.2 | 38 0142R |
| NBI report | STATE ROUTE 99 NB | MONTE VISTA AVE | 10-STA-099-R5.64-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 145.7 | 146.0 | Good | 93.2 | 38 0143R |
| NBI report | STATE ROUTE 99 NB | UP RR | 10-STA-099-R6.41-TUR | Concrete Box beam or girders - Multiple (3 spans) | -- | 1973 | -- | 95.1 | 235.9 | Fair | 84.0 | 38 0144R |
| NBI report | STATE ROUTE 99 NB | TAYLOR RD | 10-STA-099-R6.75-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 142.7 | 143.1 | Good | 92.1 | 38 0145R |
| NBI report | STATE ROUTE 99 SB | ST RTE 165 (LANDER AVE) | 10-STA-099-R1.63-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 150.9 | 150.9 | Good | 90.1 | 38 0053L |
| NBI report | STATE ROUTE 99 SB | WALNUT AVE | 10-STA-099-R3.08-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 105.0 | 105.0 | Good | 92.1 | 38 0124L |
| NBI report | STATE ROUTE 99 SB | UP RR | 10-STA-099-R3.18-TUR | Concrete Tee beam (3 spans) | -- | 1973 | -- | 55.1 | 133.9 | Good | 94.2 | 38 0128L |
| NBI report | STATE ROUTE 99 SB | WEST MAIN STREET | 10-STA-099-R3.45-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 142.1 | 142.1 | Good | 89.0 | 38 0141L |
| NBI report | STATE ROUTE 99 SB | FULKERTH ROAD | 10-STA-099-R4.54-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 128.0 | 128.0 | Good | 91.2 | 38 0142L |
| NBI report | STATE ROUTE 99 SB | MONTE VISTA AVE | 10-STA-099-R5.64-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 145.7 | 146.0 | Good | 93.2 | 38 0143L |
| NBI report | STATE ROUTE 99 SB | UP RR | 10-STA-099-R6.41-TUR | Concrete Box beam or girders - Multiple (3 spans) | -- | 1973 | -- | 95.1 | 235.9 | Fair | 84.0 | 38 0144L |
| NBI report | STATE ROUTE 99 SB | TAYLOR RD | 10-STA-099-R6.75-TUR | Prestressed Box beam or girders - Multiple | -- | 1973 | -- | 143.7 | 144.0 | Good | 94.1 | 38 0145L |
| NBI report | VIRGINIA AVENUE | M.I.D. LATERAL #4 | DIAG @ INTERST OF MORRIS | Concrete Culvert (2 spans) | -- | 1974 | -- | 14.8 | 30.5 | Good | 99.7 | 38C0131 |
| NBI report | NEW LA GRANGE ROAD | DAWSON LAKE | 0.8 MI S STATE ROUTE 132 | Concrete Slab (3 spans) | -- | 1975 | -- | 40.0 | 102.0 | Poor | 64.0 | 38C0144 |
| NBI report | BECKWITH ROAD | UP RR | JUST W/O STATE RTE 99 | Concrete Tee beam (3 spans) | -- | 1976 | -- | 54.1 | 130.9 | Poor | 84.0 | 38C0065 |
| NBI report | BRIGGSMORE ROAD | UP RR & BRINK AVENUE | SPRR & 9TH STREET | Concrete Box beam or girders - Multiple (4 spans) | -- | 1976 | -- | 103.0 | 307.1 | Poor | 78.0 | 38C0064 |
| NBI report | CARPENTER-BRIGSMRE | STATE ROUTE 99 | 10-STA-099-M18.52-MOD | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1976 | -- | 153.9 | 309.1 | Fair | 62.0 | 38 0085 |
| NBI report | STANDIFORD AVE | STATE ROUTE 99 | 10-STA-099-R20.22-MOD | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1976 | -- | 118.1 | 227.0 | Fair | 83.4 | 38 0149 |
| NBI report | NEW LA GRANGE ROAD | M.I.D. MAIN CANAL | 0.8 MI N/O SR 132 | Steel Stringer/Multi-beam or girder | -- | 1977 | -- | 58.1 | 60.0 | Fair | 81.3 | 38C0146 |
| NBI report | ORANGEBURG AVENUE | M.I.D. LATERAL #4 | 0.1 MI WEST OF COFFEE RD | Concrete Culvert (3 spans) | -- | 1977 | -- | 11.2 | 35.1 | Good | 96.5 | 38C0134 |
| NBI report | ROSE AVENUE | M.I.D. LATERAL #3 | AT BRIGGSMORE AVE | Concrete Culvert (3 spans) | -- | 1977 | -- | 7.9 | 24.9 | Fair | 83.9 | 38C0136 |
| NBI report | STATE ROUTE 4 | ROCK CREEK | 10-STA-004-R1.68 | Prestressed Stringer/Multi-beam or girder | -- | 1977 | -- | 94.2 | 96.1 | Good | 84.3 | 38 0040 |
| NBI report | LA GRANGE ROAD | TUOLUMNE RIVER | 0.25 MI N STATE ROUTE 132 | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1979 | -- | 130.9 | 475.1 | Poor | 82.1 | 38C0145 |
| NBI report | SNYDER AVENUE | M.I.D. LATERAL #6 | AT PRESCOTT ROAD | Concrete Culvert (2 spans) | -- | 1982 | -- | 16.1 | 33.1 | Good | 99.1 | 38C0320 |
| NBI report | WHITMORE AVENUE | T.I.D. CERES MAIN CANAL | 0.15 MI E/O MITCHELL RD | Concrete Culvert (2 spans) | -- | 1982 | -- | 13.1 | 26.9 | Fair | 96.7 | 38C0088 |
| NBI report | FRANKENHEIMER ROAD | S SAN JOAQUIN MAIN CANAL | 2.5 MI S OF SONORA RD | Concrete Tee beam | -- | 1983 | -- | 43.0 | 45.9 | Good | 97.9 | 38C0319 |
| NBI report | CHURCH STREET | DRY CREEK | 2.2 MI N OF SR 132 | Prestressed Box beam or girders - Multiple | -- | 1984 | -- | 122.1 | 303.2 | Fair | 85.3 | 38C0047 |
| NBI report | FOWLER ROAD | T.I.D. CERES MAIN CANAL | W OF LARKSPUR LANE | Concrete Culvert (2 spans) | -- | 1985 | -- | 12.8 | 52.2 | Good | 96.9 | 38C0333 |
| NBI report | KEYES RD | UP RR | 10-STA-099-R7.81 | Concrete Box beam or girders - Multiple (3 spans) | -- | 1985 | -- | 68.9 | 149.9 | Good | 99.2 | 38 0156Y |
| NBI report | KEYES ROAD | STATE ROUTE 99 | 10-STA-099-R7.81 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1985 | -- | 133.9 | 263.1 | Good | 96.0 | 38 0139 |
| NBI report | WELLSFORD ROAD | DRY CREEK | 1.5 MI N OF SR 132 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1985 | -- | 104.0 | 210.0 | Good | 99.6 | 38C0038 |
| NBI report | 26 MILE ROAD | LITTLE JOHN CREEK | 7.5 MI N OF SR 120 | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1986 | -- | 80.1 | 286.1 | Fair | 96.2 | 38C0017 |
| NBI report | FRANK RAIN ORV PK | DEL PUERTO CREEK | 16.6 MI W/O I-5 | Wood Stringer/Multi-beam or girder | -- | 1986 | -- | 22.0 | 22.6 | Good | 55.7 | 38C0315 |
| NBI report | PEDESTRIAN WALKWAY | ROUTE 132 (9TH ST) | 10-STA-132-L15.00-MOD | Steel Truss - Thru | -- | 1986 | -- | 96.8 | -- | -- | -- | 38 0160 |
| NBI report | CLARIBELL ROAD | BRANCH DRY CREEK NO 2 | 3.0 MI E ELLENWOOD RD | Prestressed Box beam or girders - Multiple | -- | 1987 | -- | 107.9 | 109.9 | Good | 91.5 | 38C0014 |
| NBI report | SONORA ROAD | STANISLAUS RIVER | KNIGHTS FERRY | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1987 | -- | 130.9 | 264.1 | Fair | 96.3 | 38C0297 |
| NBI report | STATE ROUTE 132 | TUOLUMNE RIVER | 10-STA-132-R43.77 | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1987 | -- | 180.1 | 494.1 | Fair | 94.9 | 38 0154 |
| NBI report | ORESTIMBA ROAD | ORESTIMBA CREEK | 1.0 MI W OF BELL RD | Concrete Slab (6 spans) | -- | 1988 | -- | 34.1 | 189.0 | Good | 94.2 | 38C0011 |
| NBI report | 28 MILE ROAD | WOODWARD RESERVOIR | 1.4 MI N DORSEY RD | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 120.1 | 122.1 | Good | 99.9 | 38C0020 |
| NBI report | BOOTHE ROAD | T.I.D. CERES MAIN CANAL | 50' S/O HATCH ROAD | Concrete Culvert (3 spans) | -- | 1989 | -- | 11.2 | 33.1 | Good | 97.6 | 38C0148 |
| NBI report | COOPERSTOWN ROAD | NORTH FORK DRY CREEK | 1.2 MI E OF WILMS RD | Prestressed Box beam or girders - Multiple | -- | 1989 | -- | 160.1 | 161.1 | Good | 99.9 | 38C0008 |
| NBI report | 7TH STREET | T.I.D. CERES MAIN CANAL | JUST S/O HATCH ROAD | Concrete Slab (2 spans) | -- | 1990 | -- | 23.0 | 46.9 | Fair | 85.7 | 38C0152 |
| NBI report | KEYES ROAD | HIGHLINE CANAL | 0.3 MI E OF HALL RD | Concrete Slab | -- | 1990 | -- | 29.5 | 32.2 | Good | 99.7 | 38C0246 |
| NBI report | MONTE VISTA ROAD | HIGHLINE CANAL | 0.6 MI E HALL RD | Concrete Slab | -- | 1990 | -- | 29.5 | 30.5 | Good | 99.7 | 38C0247 |
| NBI report | STATE ROUTE 132 | DRY CREEK | 10-STA-132-15.64-MOD | Prestressed Box beam or girders - Multiple | -- | 1990 | -- | 149.9 | 149.9 | Fair | 95.5 | 38 0152 |
| NBI report | FAITH HOME ROAD | T.I.D. CERES MAIN CANAL | S/O HATCH RD | Concrete Slab (2 spans) | -- | 1991 | -- | 23.0 | 46.9 | Fair | 86.8 | 38C0149 |
| NBI report | PEDESTRIAN POC | CLAUS ROAD | JUST S/O CREEKWOOD DR | Prestressed Box beam or girders - Multiple | -- | 1991 | -- | 80.1 | -- | -- | -- | 38C0324 |
| NBI report | SONORA ROAD | LITTLE JOHN CREEK | 3.7 MI E FRANKENHEIMER RD | Concrete Slab (6 spans) | -- | 1991 | -- | 34.1 | 206.0 | Good | 100.0 | 38C0021 |
| NBI report | CLARIBEL ROAD | CASHMAN CREEK | 3.55 MI E OF ELLENWOOD | Concrete Slab (4 spans) | -- | 1992 | -- | 33.1 | 127.0 | Fair | 78.9 | 38C0015 |
| NBI report | FRANKENHEIMBER RD | LITTLE JOHN CREEK | 0.8 MI S OF SONORA RD | Concrete Slab (5 spans) | -- | 1992 | -- | 36.1 | 163.1 | Good | 99.0 | 38C0045 |
| NBI report | SONORA ROAD | LITTLE JOHN CREEK | 2.7 MI SE OF 28 MI RD | Prestressed Box beam or girders - Multiple | -- | 1992 | -- | 140.1 | 142.1 | Good | 99.9 | 38C0013 |
| NBI report | DUNTON ROAD | HOODS CREEK | 0.5 MI S OF SR 4 | Concrete Slab (4 spans) | -- | 1993 | -- | 34.1 | 123.0 | Fair | 88.0 | 38C0162 |
| NBI report | PRESTWICK DRIVE | BRIARCLIFF DRIVE | .1 MI S/O GLENEAGLES RD | Steel Arch - Deck | -- | 1993 | -- | 50.5 | 134.5 | Good | 93.0 | 38C0327 |
| NBI report | DODDS ROAD | S SAN JOAQUIN MAIN CANAL | 1.0 MI W TWENTY SIX MI RD | Concrete Culvert (2 spans) | -- | 1994 | -- | 9.8 | 23.0 | Good | 99.5 | 38C0235 |
| NBI report | FAITH HOME ROAD | ST RTE 99,ROHDE RD,UP RR | 10-STA-099-8.69 | Prestressed Box beam or girders - Multiple (4 spans) | -- | 1994 | -- | 194.9 | 704.1 | Fair | 91.5 | 38 0151 |
| NBI report | LUCAS ROAD | T.I.D. CERES MAIN CANAL | E/O SR 9 | Concrete Slab | -- | 1994 | -- | 42.0 | 42.0 | Fair | 87.9 | 38C0321 |
| NBI report | REINWAY AVENUE | M.I.D. MAIN CANAL | 0.5 MI N OF S.R. 132 | Concrete Culvert (2 spans) | -- | 1994 | -- | 14.1 | 32.2 | Good | 96.9 | 38C0285 |
| NBI report | MORRIS ROAD | ORESTIMBA CREEK | .5 MI SE CROWS LANDING RD | Concrete Slab (4 spans) | -- | 1996 | -- | 40.0 | 161.8 | Good | 100.0 | 38C0331 |
| NBI report | SONORA ROAD | LITTLE JOHN CREEK | South Jct w/ Milton Road | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1997 | -- | 109.9 | 220.2 | Good | 94.8 | 38C0024 |
| NBI report | ROBERTS FERRY ROAD | TUOLUMNE RIVER | S OF 132, NW TURLOCK LAKE | Prestressed Box Beam or girders - Single or Spread (3 spans) | -- | 2000 | -- | 200.1 | 503.0 | Fair | 98.4 | 38C0341 |
| NBI report Bridgehunter | ANDERSON ROAD | ORESTIMBA CREEK | 0.4 MI E/O EASTING ROAD | Concrete Slab (4 spans) | -- | 2001 | -- | 40.0 | 161.4 | Fair | 87.9 | 38C0012 |
| NBI report | BALDWIN ROAD | T.I.D. CERES MAIN CANAL | 50' SOUTH HATCH ROAD | Concrete Culvert (3 spans) | -- | 2002 | -- | 14.1 | 45.3 | Fair | 97.7 | 38C0326 |
| NBI report | KANSAS AVE | 8TH ST, 9TH ST, RR,CANAL | 0.5 MI NW SR 132 | Prestressed Box beam or girders - Multiple (8 spans) | -- | 2002 | -- | 123.0 | 818.0 | Fair | 75.6 | 38C0328 |
| NBI report | MORRILL ROAD | M.I.D. MAIN CANAL | JACKSON AVE, W OF ROSELLE | Concrete Culvert (2 spans) | -- | 2003 | -- | 12.1 | 29.9 | Good | 99.3 | 38C0329 |
| NBI report | NO DATA ENTERED | JORDAN CREEK | NO DATA ENTERED | Prestressed Slab | -- | 2003 | -- | 51.2 | 55.1 | Good | 76.1 | 051654000015293 |
| NBI report | 9TH STREET | TUOLUMNE RIVER, RIVER RD | 0.1 MI N/O RIVER RD. | Prestressed Box beam or girders - Multiple (16 spans) | -- | 2004 | -- | 203.4 | 2011.3 | Fair | 93.7 | 38C0330 |
| NBI report | EASTGATE BLVD | T.I.D. CERES MAIN CANAL | W APTOS ST | Concrete Culvert (3 spans) | -- | 2005 | -- | 10.5 | 96.1 | Good | 95.9 | 38C0334 |
| NBI report | CALVINSON PARKWAY | SALADO CREEK | AT AMERICAN EAGLE DRIVE | Concrete Slab | -- | 2006 | -- | 25.6 | 25.6 | Good | 97.0 | 38C0336 |
| NBI report | OAKDALE ROAD | M.I.D. MAIN CANAL | 0.4 MI S OF ROUTE 108 | Concrete Culvert (2 spans) | -- | 2006 | -- | 11.2 | 22.6 | Good | 79.0 | 38C0342 |
| NBI report | SHEARWATER DRIVE | SALADO CREEK | AT AMERICAN EAGLE DRIVE | Concrete Slab | -- | 2006 | -- | 27.9 | 27.9 | Good | 97.0 | 38C0337 |
| NBI report | PEDESTRIAN | SYLVAN AVE | 0.03 MI E/O MILBROOK AVE | Prestressed Slab | -- | 2008 | -- | 99.4 | -- | -- | -- | 38C0340 |
| NBI report | SANTA FE AVE | T.I.D. CERES MAIN CANAL | WEST OF GOLD LAKE RD | Concrete Culvert (4 spans) | -- | 2009 | -- | 12.1 | 64.0 | Good | 99.3 | 38C0338 |
| NBI report | WHITMORE AVENUE | ST RTE 99, RAMP, & UP RR | 10-STA-099-R11.92 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2011 | -- | 137.8 | 398.6 | Fair | 92.2 | 38 0169 |
| NBI report | STATE ROUTE 33 | INGRAM CREEK | 10-STA-033-23.43 | Concrete Slab | -- | 2012 | -- | 44.0 | 44.0 | Good | 97.3 | 38 0159 |
| NBI report | PELANDALE AVE | ROUTE 99 ONRAMP OFFRAMPS | 10-STA-099-R21.69-MOD | Prestressed Box beam or girders - Multiple (5 spans) | -- | 2015 | -- | 79.4 | 340.9 | Good | 88.3 | 38 0161 |
| NBI report | ROUTE 219 | ROUTE 99 | 10-STA-219-0.30 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2016 | -- | 102.0 | 204.1 | Good | 92.3 | 38 0163 |
| NBI report | SB ROUTE 99 ONRAMP | SB ROUTE 99 OFFRAMP | 10-STA-099-R21.76-MOD | Prestressed Box beam or girders - Multiple (2 spans) | -- | 2016 | -- | 110.6 | 220.2 | Good | 94.3 | 38 0162K |