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Lane County
| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | K23 HWY | MIDDLE FORK WALNUT CREEK | 2.77 MI. NORTH OF K-96 | Concrete Culvert (8 spans) | -- | 1933 | -- | 8.9 | 79.4 | Good | 79.7 | 999902300510021 |
| NBI report | K23 HWY | NORTH FORK WALNUT CREEK | 6.47 MI. NORTH OF K-96 | Concrete Culvert (9 spans) | -- | 1936 | -- | 7.9 | 79.4 | Fair | 81.5 | 999902300510031 |
| NBI report | K23 HWY | SOUTH FORK WALNUT CREEK | 0.57 MI. SOUTH OF K-96 | Concrete Tee beam (5 spans) | -- | 1936 | 1963 | 32.5 | 162.4 | Fair | 80.7 | 999902300510011 |
| NBI report | K23 HWY | CHEYENNE CREEK DRAINAGE | 4.86 MI N OF W. JCT 4 | Concrete Culvert (2 spans) | -- | 1938 | 1965 | 1.0 | 20.7 | Fair | 84.3 | 999902300510041 |
| NBI report | K96 HWY | MIDDLE FORK WALNUT CREEK | 6.78 MI E OF SCOTT CL | Concrete Culvert (2 spans) | -- | 1955 | -- | 1.0 | 20.7 | Good | 80.0 | 999909600510051 |
| NBI report | RS 1543 FAS 180 | TRIB. TO HACKBERRY CREEK | 13.0S 9.0E OF DIGHTON | Concrete Culvert (2 spans) | NR possible | 1955 | -- | 14.1 | 28.9 | Good | 84.3 | 000000000510180 |
| NBI report | RS 280 FAS 90 | TRIB. TO HACKBERRY CREEK | 13.0S 11.0E OF DIGHTON | Concrete Culvert (4 spans) | NR possible | 1955 | -- | 8.9 | 39.0 | Good | 76.3 | 000000000510090 |
| NBI report | RS 280 FAS 80 | TRIB. TO HACKBERRY CREEK | 13.0S 9.5E OF DIGHTON | Concrete Culvert (3 spans) | NR possible | 1955 | -- | 1.0 | 32.2 | Good | 78.4 | 000000000510080 |
| NBI report | RS 1683 FAS 190 | MIDDLE FORK WALNUT CREEK | 3.5N 5.0E OF DIGHTON | Concrete Slab (3 spans) | NR possible | 1956 | -- | 49.9 | 132.9 | Fair | 81.3 | 000000000510190 |
| NBI report | RS 1543 FAS 170 | N. FORK HACKBERRY CREEK | 13.0S 8.0E OF DIGHTON | Concrete Tee beam (3 spans) | NR possible | 1957 | -- | 46.9 | 117.5 | Fair | 70.8 | 000000000510170 |
| NBI report | RS 380 FAS 100 | HACKBERRY CREEK | 12.0S OF ALAMOTA | Concrete Tee beam (3 spans) | NR possible | 1958 | -- | 63.0 | 158.1 | Fair | 78.4 | 000000000510100 |
| NBI report | RS 250 FAS 50 | MIDDLE FORK WALNUT CREEK | 4.0S OF HEALY | Concrete Culvert (3 spans) | NR possible | 1959 | -- | 12.1 | 38.1 | Good | 74.9 | 000000000510050 |
| NBI report | RS 250 FAS 60 | NORTH FORK WALNUT CREEK | 1.5S OF HEALY | Concrete Culvert (3 spans) | NR possible | 1959 | -- | 1.0 | 32.2 | Good | 80.0 | 000000000510060 |
| NBI report | RS 250 FAS 30 | DRAINAGE ROUTE | 3.0S OF AMY | Concrete Culvert (2 spans) | NR possible | 1961 | -- | 1.0 | 21.0 | Good | 81.8 | 000000000510030 |
| NBI report | RS 250 FAS 40 | MIDDLE FORK WALNUT CREEK | 1.0S OF AMY | Concrete Culvert (2 spans) | NR possible | 1961 | -- | 1.0 | 21.0 | Good | 84.3 | 000000000510040 |
| NBI report | RS 380 FAS 140 | WALNUT CREEK | 2.5N 9.0E OF DIGHTON | Concrete Tee beam (3 spans) | NR possible | 1961 | -- | 64.0 | 153.9 | Fair | 67.3 | 000000000510140 |
| NBI report | RS 250 FAS 10 | DRAINAGE ROUTE | 12.0S 8.0W OF DIGHTON | Concrete Culvert (3 spans) | NR possible | 1962 | -- | 1.0 | 32.2 | Good | 81.8 | 000000000510010 |
| NBI report | RS 250 FAS 20 | SOUTH FORK WALNUT CREEK | 6.0S OF AMY | Concrete Culvert (3 spans) | NR possible | 1962 | -- | 1.0 | 32.2 | Good | 84.3 | 000000000510020 |
| NBI report | RS 380 FAS 110 | SPRING CREEK | 9.0S 9.0E OF DIGHTON | Concrete Culvert (10 spans) | NR possible | 1963 | -- | 1.0 | 106.3 | Fair | 84.3 | 000000000510110 |
| NBI report | RS 380 FAS 120 | DARR CREEK | 5.0S 9.0E OF DIGHTON | Concrete Culvert (7 spans) | NR possible | 1963 | -- | 14.1 | 104.0 | Fair | 81.8 | 000000000510120 |
| NBI report | RS 380 FAS 150 | WALNUT CREEK | 8.0N 8.0E OF DIGHTON | Concrete Culvert (3 spans) | NR possible | 1963 | -- | 20.0 | 62.0 | Good | 84.3 | 000000000510150 |
| NBI report | RS 250 FAS 70 | EAST SALT CREEK | 4.0N OF HEALY | Concrete Culvert (3 spans) | NR possible | 1965 | -- | 20.0 | 62.0 | Good | 87.0 | 000000000510070 |
| NBI report | RS 1543 FAS 160 | N. FORK HACKBERRY CREEK | 12.0S 6.0E OF DIGHTON | Concrete Tee beam (3 spans) | NR possible | 1967 | -- | 46.9 | 117.5 | Fair | 84.8 | 000000000510160 |
| NBI report | LOCAL RD. 1 | HACKBERRY CREEK | 10.5S 1.0E OF DIGHTON | Concrete Culvert (3 spans) | -- | 1989 | -- | 7.9 | 25.9 | Good | 100.0 | 000510483005305 |
| NBI report | RS 380 FAS 130 | S. FORK WALNUT CREEK | 0.5S 0.5E OF ALAMOTA | Concrete Slab (3 spans) | -- | 1992 | -- | 40.0 | 102.0 | Good | 99.9 | 000000000510130 |