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Custer County
| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | SH 69 ML | TEXAS CREEK | 12 MI NORTH OF WESTCLIFFE | Steel Stringer/Multi-beam or girder | -- | 1906 | -- | 28.9 | 30.2 | Fair | 71.9 | K-14-X |
| NBI report | COUNTY ROAD 395 | HARDSCRABBLE CREEK | .2 MI NE OF SH 96 | Steel Stringer/Multi-beam or girder | -- | 1935 | 1978 | 25.9 | 29.5 | Fair | 59.7 | CUCO 0.60-1 |
| NBI report | NFSR 371 | ST. CHARLES RIVER | ST. CHARLES @ LAKE ISABEL | Steel Girder and floorbeam system | -- | 1938 | 1980 | 25.9 | 33.5 | Fair | 45.3 | 021203000001204 |
| NBI report | SH 165 ML | WILLIS CREEK | 1.11 MI N OF JCT SH 78 | Wood Stringer/Multi-beam or girder | -- | 1945 | -- | 19.7 | 22.6 | Good | 80.0 | L-16-AE |
| NBI report | SH 165 ML | MIDDLE FK ST.CHARLES RVR | 11.7 MI SE OF JCT SH 96 M | Concrete Culvert (3 spans) | -- | 1956 | -- | 9.8 | 32.2 | Fair | 96.1 | L-16-N |
| NBI report | SH 69 ML | TAYLOR CREEK | 3.1 MI NW OF WESTCLIFFE | Concrete Tee beam | -- | 1956 | -- | 29.5 | 30.8 | Good | 82.5 | L-14-C |
| NBI report | SH 69 ML | GRAPE CREEK | 3 MI NW OF WESTCLIFFE | Concrete Tee beam (2 spans) | -- | 1956 | -- | 28.9 | 62.0 | Fair | 82.4 | L-14-D |
| NBI report | SH 165 ML | NORTH HARDSCRABBLE CREEK | 0.1 MI SOUTH OF JCT SH 96 | Concrete Tee beam (3 spans) | -- | 1959 | -- | 69.9 | 109.9 | Fair | 82.9 | L-16-A |
| NBI report | SH 165 ML | SOUTH HARDSCRABBLE CREEK | 6 MI S. OF JCT SH 96 | Concrete Frame | -- | 1959 | -- | 35.1 | 39.0 | Fair | 99.1 | L-16-R |
| NBI report | SH 96 ML | QUERIDA GULCH | 7 MI EAST OF JCT SH 69 | Concrete Culvert (3 spans) | -- | 1978 | -- | 15.1 | 40.4 | Good | 96.4 | L-15-P |
| NBI report | CO RD CLUBHOUSE WY | LAPIN CREEK | 0.1 MI N OF AIRPORT ROAD | Steel Culvert | -- | 1980 | -- | 24.3 | 24.3 | Fair | 89.0 | CUCO 0.10-7 |
| NBI report | WYKAGYL RD | LAPIN CREEK | Just N OF AIRPORT ROAD | Steel Culvert | -- | 1980 | -- | 24.9 | 24.9 | Fair | 84.8 | CUCO 0.10-8 |
| NBI report | COUNTY ROAD 387 | SOUTH HARDSCRABBLE CREEK | 5.0 MI SE OF GREENWOOD | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 38.4 | 40.0 | Good | 87.5 | CUCO 3.30-4A |
| NBI report | CR 389/GREENWOOD | HARDSCRABBLE CREEK | 0.5 MI S OF SH 96 | Steel Stringer/Multi-beam or girder | -- | 1990 | -- | 35.8 | 40.0 | Good | 88.4 | CUCO 0.50-2A |
| NBI report | SH 96 ML | HARDSCRABBLE CREEK | IN WETMORE | Concrete Culvert (4 spans) | -- | 1991 | -- | 19.7 | 84.0 | Good | 100.0 | L-16-J |
| NBI report | COUNTY ROAD 387 | HARDSCRABBLE CREEK | Just S OF SH 96 | Steel Stringer/Multi-beam or girder | -- | 1993 | -- | 42.0 | 44.9 | Good | 96.4 | CUCO 0.01-3A |
| NBI report | SH 69 ML | DEMOCRAT GULCH | 14 MI N HUERFANO-CUSTER C | Concrete Culvert (2 spans) | -- | 1993 | -- | 10.2 | 21.0 | Good | 99.6 | L-15-Q |
| NBI report | SH 69 ML | WILMER GULCH | 4.3 MI S. OF WESTCLIFFE | Concrete Culvert (3 spans) | NR possible | 2006 | -- | 20.0 | 62.7 | Fair | 99.8 | L-15-E |
| NBI report | SH 69 ML | ANTELOPE CREEK | 9 MI S. WESTCLIFFE | Concrete Culvert (3 spans) | -- | 2012 | -- | 20.0 | 62.0 | Good | 99.9 | L-15-R |
| NBI report | COUNTY ROAD 160 | GRAPE CREEK | WEST EDGE OF WESTCLIFFE | Metal Culvert | -- | 2018 | -- | 24.0 | 24.0 | -- | -- | CUCO 0.50-6A |