| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | FM 3078 | CANYON CREEK | 6.65 MI W OF SH 17 | Concrete Culvert (4 spans) | NR possible | 1933 | -- | 5.9 | 26.9 | Fair | 89.8 | 241230044102008 |
| NBI report | FM 3078 | DRAW | 5.15 MI W OF SH 17 | Concrete Culvert (4 spans) | NR possible | 1933 | -- | 3.9 | 26.9 | Good | 89.8 | 241230044102009 |
| NBI report | FM 3078 | MOORE TANK | 4.90 MI W OF SH 17 | Concrete Culvert (8 spans) | NR possible | 1933 | -- | 5.9 | 54.1 | Fair | 89.8 | 241230044102010 |
| NBI report | IH 10 NFR | ROCK HOUSE DRAW | 1.02 MI E CULBERSON C/L | Concrete Tee beam (5 spans) | NR possible | 1933 | 1954 | 27.9 | 143.1 | Fair | 86.0 | 241230000304023 |
| NBI report | IH 10 NFR | ADOBE DRAW | 2.07 MI E CULBERSON C/L | Concrete Tee beam (7 spans) | NR possible | 1933 | 1954 | 27.9 | 200.1 | Fair | 98.0 | 241230000304024 |
| NBI report | SH 118 | MUSQUIZ CREEK | 13.5 MI SE OF SH 17 | Concrete Tee beam (14 spans) | NR possible | 1933 | 1973 | 28.9 | 399.0 | Fair | 86.3 | 241230035801003 |
| NBI report | SH 118 | MUSQUIZ CREEK | 9.90 MI SE OF SH 17 | Concrete Tee beam (7 spans) | NR possible | 1934 | 1973 | 28.9 | 200.1 | Fair | 81.4 | 241230035801001 |
| NBI report | SH 118 | KOKERNOT CREEK | 10.4 MI SE OF SH 17 | Concrete Slab (5 spans) | NR possible | 1934 | 1973 | 20.0 | 100.1 | Fair | 85.5 | 241230035801002 |
| NBI report | SH 118 | CHIHUAHUA CREEK | 0.20 MI SE OF SH 17 | Concrete Slab (4 spans) | NR possible | 1935 | 1973 | 20.0 | 80.1 | Fair | 92.4 | 241230035801005 |
| NBI report | SH 118 | CIENEGA CREEK | 2.70 MI SE OF SH 17 | Concrete Culvert (27 spans) | NR possible | 1935 | 1973 | 5.9 | 179.1 | Fair | 66.4 | 241230035801006 |
| NBI report | SH 118 | MUSQUIZ CREEK | 5.30 MI SE OF SH 17 | Concrete Slab (6 spans) | NR possible | 1935 | 1973 | 20.0 | 120.1 | Fair | 93.7 | 241230035801007 |
| NBI report | SH 118 | MUSQUIZ CREEK | 6.60 MI SE OF SH 17 | Concrete Slab (7 spans) | NR possible | 1935 | 1973 | 20.0 | 140.1 | Fair | 96.7 | 241230035801008 |
| NBI report | SH 118 | MUSQUIZ CREEK | 7.20 MI SE OF SH 17 | Concrete Slab (8 spans) | NR possible | 1935 | 1973 | 20.0 | 160.1 | Fair | 96.7 | 241230035801009 |
| NBI report | US 90 | DRAW | 6.90 MI NW OF RM 505 | Concrete Culvert (5 spans) | NR possible | 1937 | -- | 4.9 | 27.9 | Good | 73.3 | 241230002005078 |
| NBI report | US 90 | DRAW | 0.25 MI SE CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1937 | 1961 | 5.9 | 33.1 | Good | 73.3 | 241230002003114 |
| NBI report | US 90 | DRAW | 1.09 MI SE CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1937 | 1961 | 5.9 | 33.1 | Good | 73.3 | 241230002003115 |
| NBI report | US 90 | DRAW | 1.37 MI SE CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1937 | 1961 | 5.9 | 33.1 | Good | 73.3 | 241230002003116 |
| NBI report | US 90 | DRAW | 2.65 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1961 | 5.9 | 39.0 | Good | 73.3 | 241230002003118 |
| NBI report | US 90 | DRAW | 3.31 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1961 | 4.9 | 22.0 | Good | 73.3 | 241230002003119 |
| NBI report | US 90 | DRAW | 3.74 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1961 | 4.9 | 22.0 | Good | 73.3 | 241230002003120 |
| NBI report | US 90 | DRAW | 4.71 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1961 | 4.9 | 22.0 | Good | 73.3 | 241230002003121 |
| NBI report | US 90 | DRAW | 6.67 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1961 | 5.9 | 25.9 | Good | 73.3 | 241230002003122 |
| NBI report | US 90 | DRAW | 7.29 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1961 | 5.9 | 39.0 | Good | 73.3 | 241230002003124 |
| NBI report | US 90 | DRAW | 7.70 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1961 | 5.9 | 39.0 | Good | 73.3 | 241230002003125 |
| NBI report | US 90 | DRAW | 8.12 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1961 | 5.9 | 25.9 | Good | 73.3 | 241230002003126 |
| NBI report | US 90 | DRAW | 8.50 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1961 | 4.9 | 33.1 | Good | 73.3 | 241230002003127 |
| NBI report | US 90 | DRAW | 9.23 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1961 | 4.9 | 33.1 | Good | 73.3 | 241230002003128 |
| NBI report | US 90 | DRAW | 10.5 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002004048 |
| NBI report | US 90 | DRAW | 10.7 MI SE CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 4.9 | 27.9 | Good | 73.3 | 241230002004049 |
| NBI report | US 90 | DRAW | 10.9 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002004050 |
| NBI report | US 90 | DRAW | 11.4 MI SE CULBERSON C/L | Concrete Culvert (7 spans) | NR possible | 1937 | 1966 | 5.9 | 45.9 | Good | 73.3 | 241230002004051 |
| NBI report | US 90 | DRAW | 11.8 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 5.9 | 39.0 | Good | 73.3 | 241230002004052 |
| NBI report | US 90 | DRAW | 12.2 MI SE CULBERSON C/L | Concrete Culvert (7 spans) | NR possible | 1937 | 1966 | 4.9 | 39.0 | Good | 73.3 | 241230002004053 |
| NBI report | US 90 | DRAW | 12.5 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 4.9 | 33.1 | Good | 73.3 | 241230002004054 |
| NBI report | US 90 | DRAW | 12.7 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 5.9 | 25.9 | Good | 73.3 | 241230002004055 |
| NBI report | US 90 | DRAW | 13.1 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 5.9 | 25.9 | Good | 73.3 | 241230002004056 |
| NBI report | US 90 | DRAW | 13.5 MI SE CULBERSON C/L | Concrete Culvert (7 spans) | NR possible | 1937 | 1966 | 5.9 | 45.9 | Good | 73.3 | 241230002004057 |
| NBI report | US 90 | DRAW | 13.8 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 4.9 | 33.1 | Good | 73.3 | 241230002004058 |
| NBI report | US 90 | DRAW | 14.0 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 4.9 | 33.1 | Good | 73.3 | 241230002004059 |
| NBI report | US 90 | DRAW | 14.3 MI SE CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 5.9 | 33.1 | Good | 73.3 | 241230002004060 |
| NBI report | US 90 | DRAW | 15.1 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 5.9 | 25.9 | Good | 73.3 | 241230002004063 |
| NBI report | US 90 | DRAW | 15.9 MI SE CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 5.9 | 33.1 | Good | 73.3 | 241230002004065 |
| NBI report | US 90 | DRAW | 16.3 MI SE CULBERSON C/L | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 5.9 | 39.0 | Good | 73.3 | 241230002004066 |
| NBI report | US 90 | DRAW | 16.5 MI SE CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 5.9 | 25.9 | Good | 73.3 | 241230002004067 |
| NBI report | US 90 | DRAW | 6.40 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 5.9 | 25.9 | Good | 73.3 | 241230002005079 |
| NBI report | US 90 | DRAW | 5.80 MI NW OF RM 505 | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 4.9 | 33.1 | Good | 73.3 | 241230002005080 |
| NBI report | US 90 | DRAW | 5.30 MI NW OF RM 505 | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 4.9 | 27.9 | Good | 73.3 | 241230002005081 |
| NBI report | US 90 | DRAW | 5.10 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002005082 |
| NBI report | US 90 | DRAW | 4.8 MI NW OF RM 505 | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 4.9 | 27.9 | Good | 73.3 | 241230002005083 |
| NBI report | US 90 | DRAW | 4.50 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002005084 |
| NBI report | US 90 | DRAW | 4.30 MI NW OF RM 505 | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 4.9 | 33.1 | Good | 73.3 | 241230002005085 |
| NBI report | US 90 | DRAW | 4.00 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002005086 |
| NBI report | US 90 | DRAW | 3.60 MI NW OF RM 505 | Concrete Culvert (7 spans) | NR possible | 1937 | 1966 | 4.9 | 40.0 | Good | 73.3 | 241230002005087 |
| NBI report | US 90 | DRAW | 3.20 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 5.9 | 25.9 | Good | 73.3 | 241230002005088 |
| NBI report | US 90 | DRAW | 3.00 MI NW OF RM 505 | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 5.9 | 40.0 | Good | 73.3 | 241230002005089 |
| NBI report | US 90 | DRAW | 2.80 MI NW OF RM 505 | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 5.9 | 39.0 | Good | 73.3 | 241230002005090 |
| NBI report | US 90 | DRAW | 2.10 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Fair | 73.3 | 241230002005092 |
| NBI report | US 90 | DRAW | 1.90 MI NW OF RM 505 | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 4.9 | 27.9 | Good | 73.3 | 241230002005093 |
| NBI report | US 90 | DRAW | 1.60 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002005094 |
| NBI report | US 90 | DRAW | 1.20 MI NW OF RM 505 | Concrete Culvert (6 spans) | NR possible | 1937 | 1966 | 4.9 | 33.1 | Good | 73.3 | 241230002005095 |
| NBI report | US 90 | DRAW | 1.00 MI NW OF RM 505 | Concrete Culvert (4 spans) | NR possible | 1937 | 1966 | 4.9 | 22.0 | Good | 73.3 | 241230002005096 |
| NBI report | US 90 | DRAW | 0.80 MI NW OF RM 505 | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 4.9 | 27.9 | Good | 73.3 | 241230002005097 |
| NBI report | US 90 | DRAW | 0.20 MI NW OF RM 505 | Concrete Culvert (5 spans) | NR possible | 1937 | 1966 | 5.9 | 33.1 | Good | 73.3 | 241230002005098 |
| NBI report | US 90 | DRAW | 1.88 MI SE CULBERSON C/L | Concrete Culvert (9 spans) | NR possible | 1937 | 2000 | 5.9 | 60.0 | Good | 73.3 | 241230002003117 |
| NBI report | US 90 | DRAW | 7.05 MI SE CULBERSON C/L | Concrete Culvert (14 spans) | NR possible | 1937 | 2000 | 5.9 | 92.9 | Good | 73.3 | 241230002003123 |
| NBI report | US 90 | TALLEY SLOUGH | 14.5 MI SE CULBERSON C/L | Concrete Culvert (11 spans) | NR possible | 1937 | 2000 | 6.9 | 85.0 | Good | 73.3 | 241230002004061 |
| NBI report | US 90 | DRAW | 14.8 MI SE CULBERSON C/L | Concrete Culvert (9 spans) | NR possible | 1937 | 2000 | 5.9 | 59.1 | Good | 73.3 | 241230002004062 |
| NBI report | US 90 | DRAW | 15.6 MI SE CULBERSON C/L | Concrete Culvert (9 spans) | NR possible | 1937 | 2000 | 4.9 | 50.9 | Good | 73.3 | 241230002004064 |
| NBI report | US 90 | DRAW | 2.40 MI NW OF RM 505 | Concrete Culvert (11 spans) | NR possible | 1937 | 2000 | 5.9 | 73.2 | Good | 73.3 | 241230002005091 |
| NBI report | SH 118 | CHERRY CREEK | 3.5 MI S OF SH 166 | Concrete Culvert (4 spans) | NR possible | 1939 | -- | 5.9 | 26.9 | Fair | 76.3 | 241230041502001 |
| NBI report | SH 17 | DRAW | 10.9 MI NE OF SH 118 | Concrete Culvert (6 spans) | NR possible | 1940 | -- | 5.9 | 40.0 | Good | 71.2 | 241230010402041 |
| NBI report | SH 17 | DRAW | 8.30 MI S OF REEVES C/L | Concrete Culvert (3 spans) | NR possible | 1940 | 2005 | 6.9 | 24.0 | Good | 71.2 | 241230010402032 |
| NBI report | SH 17 | DRAW | 8.40 MI S OF REEVES C/L | Concrete Culvert (4 spans) | NR possible | 1940 | 2005 | 4.9 | 23.0 | Good | 71.2 | 241230010402033 |
| NBI report | SH 17 | DRAW | 9.40 MI S OF REEVES C/L | Concrete Culvert (4 spans) | NR possible | 1940 | 2005 | 5.9 | 26.9 | Good | 70.2 | 241230010402034 |
| NBI report | SH 17 | DRAW | 10.3 MI S OF REEVES C/L | Concrete Culvert (5 spans) | NR possible | 1940 | 2005 | 4.9 | 27.9 | Good | 71.2 | 241230010402035 |
| NBI report | SH 17 | DRAW | 11.5 MI S OF REEVES C/L | Concrete Culvert (5 spans) | NR possible | 1940 | 2005 | 6.9 | 38.1 | Good | 71.2 | 241230010402036 |
| NBI report | SH 17 | DRAW | 12.4 MI S OF REEVES C/L | Concrete Culvert (4 spans) | NR possible | 1940 | 2005 | 6.9 | 30.8 | Fair | 71.2 | 241230010402037 |
| NBI report | SH 17 | DRAW | 12.8 MI S OF REEVES C/L | Concrete Culvert (6 spans) | NR possible | 1940 | 2005 | 5.9 | 40.0 | Good | 70.2 | 241230010402038 |
| NBI report | SH 17 | DRAW | 13.4 MI S OF REEVES C/L | Concrete Culvert (5 spans) | NR possible | 1940 | 2005 | 5.9 | 33.1 | Good | 70.2 | 241230010402039 |
| NBI report | SH 17 | DRAW | 13.7 MI S OF REEVES C/L | Concrete Culvert (4 spans) | NR possible | 1940 | 2005 | 5.9 | 26.9 | Good | 71.2 | 241230010402040 |
| NBI report | SH 17 | DRAW | 0.13 MI S OF REEVES C/L | Concrete Culvert (3 spans) | NR possible | 1940 | 2005 | 6.9 | 24.0 | Fair | 71.3 | 241230010402043 |
| NBI report | SH 17 | DRAW | 0.64 MI S OF REEVES C/L | Concrete Culvert (6 spans) | NR possible | 1940 | 2005 | 5.9 | 40.0 | Fair | 71.3 | 241230010402044 |
| NBI report | SH 17 | DRAW | 2.22 MI S OF REEVES C/L | Concrete Culvert (3 spans) | NR possible | 1940 | 2005 | 6.9 | 23.0 | Good | 71.3 | 241230010402045 |
| NBI report | SH 17 | DRAW | 5.02 MI S OF REEVES C/L | Concrete Culvert (6 spans) | NR possible | 1940 | 2005 | 5.9 | 40.0 | Good | 71.2 | 241230010402046 |
| NBI report | SH 17 | DRAW | 5.80 MI S OF REEVES C/L | Concrete Culvert (9 spans) | NR possible | 1940 | 2005 | 6.9 | 68.9 | Good | 71.2 | 241230010402047 |
| NBI report | SH 118 | RUNNING WATER DRAW | 0.76 MI S CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1942 | 1997 | 7.9 | 35.1 | Good | 76.3 | 241230051202001 |
| NBI report | SH 118 | PATTERSON DRAW | 2.34 MI S CULBERSON C/L | Concrete Culvert (11 spans) | NR possible | 1942 | 1997 | 6.9 | 84.0 | Good | 76.3 | 241230051202002 |
| NBI report | SH 166 | MEDLEY DRAW | 3.50 MI E OF RM 505 | Concrete Culvert (3 spans) | NR possible | 1947 | -- | 9.8 | 39.0 | Fair | 76.3 | 241230041503007 |
| NBI report | SH 166 | MERRILL CANYON | 0.01 MI N OF RM 505 | Concrete Slab (4 spans) | NR possible | 1959 | -- | 29.9 | 109.9 | Fair | 91.0 | 241230041503009 |
| NBI report | SH 17 | DRAW | 0.50 MI S OF SH 118 | Concrete Culvert (4 spans) | NR possible | 1960 | -- | 9.8 | 43.0 | Fair | 90.2 | 241230010403051 |
| NBI report | FM 2017 | WILD HORSE DRAW | 0.50 MI SW OF US 90 | Concrete Culvert (5 spans) | NR possible | 1961 | -- | 7.9 | 43.0 | Fair | 97.0 | 241230269502001 |
| NBI report | CHERRY CREEK ROAD | IH 10 | 2.38 MI E CULBERSON C/L | Steel Stringer/Multi-beam or girder (2 spans) | NR possible | 1969 | -- | 120.1 | 319.9 | Fair | 94.0 | 241230000304099 |
| NBI report | IH 10 | DRAW | 0.49 MI E CULBERSON C/L | Concrete Culvert (4 spans) | NR possible | 1969 | -- | 6.9 | 29.9 | Good | 80.0 | 241230000304094 |
| NBI report | IH 10 | DRAW | 2.64 MI E CULBERSON C/L | Concrete Culvert (2 spans) | NR possible | 1969 | -- | 9.8 | 24.0 | Good | 80.0 | 241230000304100 |
| NBI report | IH 10 | DRAW | 6.44 MI E CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1969 | -- | 7.9 | 50.9 | Good | 80.0 | 241230000304107 |
| NBI report | IH 10 EB | ROCK HOUSE DRAW | 1.00 MI E CULBERSON C/L | Prestressed Stringer/Multi-beam or girder (3 spans) | NR possible | 1969 | -- | 69.9 | 210.0 | Fair | 97.5 | 241230000304096 |
| NBI report | IH 10 EB | ADOBE DRAW | 2.15 MI E CULBERSON C/L | Concrete Stringer/Multi-beam or girder (5 spans) | NR possible | 1969 | -- | 42.0 | 189.0 | Fair | 97.5 | 241230000304098 |
| NBI report | IH 10 EB | ANTELOPE DRAW | 3.91 MI E CULBERSON C/L | Concrete Slab (3 spans) | NR possible | 1969 | -- | 29.9 | 80.1 | Fair | 97.3 | 241230000304102 |
| NBI report | IH 10 EB | SPRING HILLS ROAD | 4.96 MI E CULBERSON C/L | Concrete Stringer/Multi-beam or girder (4 spans) | NR possible | 1969 | -- | 41.0 | 144.0 | Fair | 94.0 | 241230000304105 |
| NBI report | IH 10 EB ON-RAMP | CLAY PIT DRAW | 4.98 MI E CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1969 | -- | 5.9 | 34.1 | Good | 94.9 | 241230000304106 |
| NBI report | IH 10 N FR | CLAY PIT DRAW | 4.98 MI E CULBERSON C/L | Concrete Culvert (5 spans) | NR possible | 1969 | -- | 5.9 | 35.1 | Good | 100.0 | 241230000304103 |
| NBI report | IH 10 WB | ROCK HOUSE DRAW | 1.00 MI E CULBERSON C/L | Prestressed Stringer/Multi-beam or girder (3 spans) | NR possible | 1969 | -- | 69.9 | 210.0 | Fair | 97.5 | 241230000304095 |
| NBI report | IH 10 WB | ADOBE DRAW | 2.15 MI E CULBERSON C/L | Concrete Stringer/Multi-beam or girder (5 spans) | NR possible | 1969 | -- | 42.0 | 189.0 | Fair | 84.4 | 241230000304097 |
| NBI report | IH 10 WB | ANTELOPE DRAW | 3.91 MI E CULBERSON C/L | Concrete Slab (3 spans) | NR possible | 1969 | -- | 29.9 | 80.1 | Fair | 86.2 | 241230000304101 |
| NBI report | IH 10 WB | SPRING HILLS ROAD | 4.96 MI E CULBERSON C/L | Concrete Stringer/Multi-beam or girder (4 spans) | NR possible | 1969 | -- | 41.0 | 144.0 | Fair | 94.0 | 241230000304104 |
| NBI report | SH 118 | DRAW | 2.60 MI W OF SH 17 | Concrete Culvert (5 spans) | NR possible | 1975 | -- | 8.9 | 56.1 | Good | 96.9 | 241230041501010 |
| NBI report | SH 118 | DRAW | 4.40 MI W OF SH 17 | Concrete Culvert (3 spans) | NR possible | 1975 | -- | 4.9 | 24.0 | Good | 96.3 | 241230041501011 |
| NBI report | SH 118 | DRAW | 5.00 MI W OF SH 17 | Concrete Culvert (3 spans) | NR possible | 1975 | -- | 4.9 | 24.0 | Good | 96.7 | 241230041501012 |
| NBI report | SH 118 | DRAW | 5.90 MI W OF SH 17 | Concrete Culvert (3 spans) | NR possible | 1975 | -- | 5.9 | 28.9 | Fair | 96.7 | 241230041501013 |
| NBI report | SH 118 | JONES CANYON CREEK | 7.50 MI NW OF SH 17 | Concrete Slab (4 spans) | NR possible | 1975 | -- | 24.9 | 100.1 | Fair | 99.7 | 241230041501014 |
| NBI report | SH 118 | LIMPIA CREEK | 7.80 MI NW OF SH 17 | Concrete Slab (6 spans) | NR possible | 1975 | -- | 25.9 | 158.1 | Fair | 99.7 | 241230041501015 |
| NBI report | SH 17 | SHEEP PEN CREEK | 2.8 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple | -- | 1990 | -- | 75.1 | 75.1 | Good | 96.6 | 241230010403054 |
| NBI report | SH 17 | WALNUT CREEK | 2.3 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple | -- | 1990 | -- | 95.1 | 95.1 | Fair | 93.6 | 241230010403055 |
| NBI report | SH 17 | LIMPIA CREEK | 1.9 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1990 | -- | 75.1 | 149.9 | Fair | 82.1 | 241230010403056 |
| NBI report | SH 17 | SHORT CANYON | 13.4 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 81.0 | 162.1 | Good | 90.7 | 241230010402064 |
| NBI report | SH 17 | FRAZIER CANYON | 10.3 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 81.0 | 162.1 | Good | 91.7 | 241230010402065 |
| NBI report | SH 17 | LIMPIA CREEK | 9.5 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1994 | -- | 99.1 | 295.9 | Good | 89.7 | 241230010402066 |
| NBI report | SH 17 | LIMPIA CREEK | 8.3 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (3 spans) | -- | 1994 | -- | 99.1 | 295.9 | Good | 89.7 | 241230010402067 |
| NBI report | SH 17 | LIMPIA CREEK | 6.8 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 71.9 | 130.9 | Good | 90.7 | 241230010403058 |
| NBI report | SH 17 | LIMPIA CREEK | 7.2 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 71.9 | 130.9 | Good | 90.7 | 241230010403059 |
| NBI report | SH 17 | LIMPIA CREEK | 7.4 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 71.9 | 130.9 | Good | 88.7 | 241230010403060 |
| NBI report | SH 17 | LIMPIA CREEK | 7.6 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 80.1 | 160.1 | Good | 89.7 | 241230010403061 |
| NBI report | SH 17 | LIMPIA CREEK | 7.8 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 80.1 | 160.1 | Good | 90.7 | 241230010403062 |
| NBI report | SH 17 | LIMPIA CREEK | 8.0 MI NE OF SH 118 | Prestressed Box beam or girders - Multiple (2 spans) | -- | 1994 | -- | 80.1 | 160.1 | Good | 89.7 | 241230010403063 |
| NBI report | SH 166 | ALAMITO CREEK | 10.0 MI W OF JCT SH 17 | Concrete Culvert (9 spans) | -- | 2001 | -- | 7.9 | 87.9 | Good | 98.0 | 241230041504016 |
| NBI report | SH 166 | CIENEGA CREEK | 7.2 MI W OF JCT SH 17 | Concrete Culvert (8 spans) | -- | 2001 | -- | 9.8 | 97.1 | Good | 98.0 | 241230041504017 |
| NBI report | SH 166 | WEST BLUE MOUNTAIN CREEK | 4.5 MI W OF SH 17 | Concrete Culvert (8 spans) | -- | 2001 | -- | 6.9 | 60.0 | Good | 97.0 | 241230041504018 |
| NBI report | SH 166 | LONE TREE CREEK | 3.8 MI W OF SH 17 | Concrete Culvert (12 spans) | -- | 2001 | -- | 6.9 | 89.9 | Good | 98.0 | 241230041504019 |
| NBI report | SH 166 | E BLUE MOUNTAIN SLOUGH | 1.0 MI W OF SH 17 | Concrete Culvert (4 spans) | -- | 2001 | -- | 6.9 | 29.9 | Good | 97.0 | 241230041504020 |
| NBI report | SH 166 | EAST BLUE MOUNTAIN CREEK | 0.8 MI W OF SH 17 | Concrete Culvert (9 spans) | -- | 2001 | -- | 6.9 | 78.1 | Good | 97.0 | 241230041504021 |
| NBI report | SH 166 | DRAW | 11.0 MI E OF RM 505 | Concrete Culvert (7 spans) | -- | 2002 | -- | 7.9 | 70.9 | Good | 97.0 | 241230041503022 |
| NBI report | SH 166 | DRAW | 11.5 MI E OF RM 505 | Concrete Culvert (4 spans) | -- | 2002 | -- | 7.9 | 35.1 | Good | 97.0 | 241230041503023 |
| NBI report | FM 3078 | CHERRY DRAW RELIEF | 9.05 MI W OF SH 17 | Prestressed Stringer/Multi-beam or girder (2 spans) | -- | 2008 | -- | 44.9 | 89.9 | Good | 97.0 | 241230044102191 |
| NBI report | FM 3078 | CHERRY DRAW | 8.90 MI W OF SH 17 | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2008 | -- | 49.9 | 149.9 | Good | 98.0 | 241230044102192 |