| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID |
|---|
| NBI report | BISHOP MEADE RD | SPOUT RUN | 0.12 TO 662 - 0.03 TO 678 | Concrete Tee beam (2 spans) | -- | 1928 | -- | 23.0 | 44.9 | Fair | 67.6 | 000000000005395 |
| NBI report | OLD CHARLESTOWN RD | OPEQUON CREEK | 0.00 FREDERICK-0.00CLARKE | Concrete Slab (4 spans) | -- | 1928 | -- | 21.0 | 79.1 | Fair | 43.7 | 000000000005453 |
| NBI report | CASTLEMAN RD | WHEAT SPRING BRANCH | 1.70 TO 663 -0.85 TO 7WBL | Concrete Slab | -- | 1932 | 2011 | 24.9 | 26.9 | Good | 90.9 | 000000000005411 |
| NBI report | LORD FAIRFAX HWY-S | NS RAILWAY | 0.08 TO 623S-0.08 TO 623N | Concrete Tee beam (3 spans) | -- | 1936 | 1987 | 55.1 | 149.9 | Fair | 67.5 | 000000000005397 |
| NBI report | WRIGHTS MILL RD | DRY MARSH | 0.10 TO 664 - 0.50 TO 660 | Prestressed Slab | -- | 1938 | 2013 | 32.5 | 32.5 | Good | 92.0 | 000000000005444 |
| NBI report | CHRISMORE RD | WRIGHTS RUN | 0.00FRED.CO- 0.00CLARK CO | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1939 | -- | 18.0 | 36.1 | Good | 85.8 | 000000000005441 |
| NBI report | JOHN MOSBY HWY-NBL | NS RAILWAY @ BOYCE | 0.20 TO 682 - 0.11 TO 630 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1942 | -- | 53.2 | 159.1 | Fair | 67.1 | 000000000005385 |
| NBI report | RED GATE RD | LONG BRANCH | 1.20 TO 626 - 0.00 TO 622 | Steel Stringer/Multi-beam or girder | -- | 1952 | -- | 44.0 | 44.0 | Fair | 67.7 | 000000000005439 |
| NBI report | LORD FAIRFAX HWY | PAGE BROOK | 0.60 TO 620-0.15 BOYCENCL | Concrete Culvert (2 spans) | -- | 1953 | -- | 9.8 | 21.0 | Fair | 62.9 | 000000000005402 |
| NBI report | TILTHAMMER MILL RD | SPOUT RUN | 1.40 TO 723 - 0.80 TO 651 | Concrete Tee beam (2 spans) | -- | 1957 | -- | 48.9 | 97.1 | Fair | 68.9 | 000000000005431 |
| NBI report | SENSENY RD | OPEQUON CREEK | 0.00 FRED.-0.00 CLARKE CO | Concrete Tee beam (4 spans) | -- | 1959 | -- | 48.9 | 192.9 | Fair | 66.9 | 000000000005446 |
| NBI report | SUGAR HILL RD | BORDENS MARSH RUN | 0.00 TO 622 - 0.06 TO 644 | Concrete Culvert (3 spans) | -- | 1968 | -- | 5.9 | 20.0 | Fair | 66.1 | 000000000005447 |
| NBI report | HARRY BYRD HWY-WBL | OPEQUON CREEK | 0.00 CLARK-0.00 FREDERICK | Prestressed Stringer/Multi-beam or girder (4 spans) | -- | 1970 | -- | 60.0 | 240.2 | Fair | 84.6 | 000000000005379 |
| NBI report | HARRY BYRD HWY | BUCK MARSH RUN | 0.35 TO 608S- 0.20 TO608N | Concrete Culvert (3 spans) | -- | 1973 | -- | 7.9 | 25.9 | Good | 71.5 | 000000000005362 |
| NBI report | HARRY BYRD HWY-WBL | SHENANDOAH RIVER | 0.08 TO 603 - 0.05 TO 606 | Steel Stringer/Multi-beam or girder (6 spans) | -- | 1973 | -- | 160.1 | 1460.0 | Fair | 97.0 | 000000000005363 |
| NBI report | HARRY BYRD HWY-EBL | ROUTE 340 | 1.60 TO F729 - 1.55 7BUS | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1975 | -- | 89.9 | 180.1 | Fair | 97.0 | 000000000005368 |
| NBI report | HARRY BYRD HWY-EBL | ROUTE 615 | 0.65 TO 340 -0.90 TO 7BUS | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 49.9 | 113.9 | Fair | 94.9 | 000000000005372 |
| NBI report | HARRY BYRD HWY-EBL | NS RAILWAY | 0.80 TO 340 -0.75 TO 7BUS | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 51.8 | 151.9 | Fair | 84.8 | 000000000005376 |
| NBI report | HARRY BYRD HWY-WBL | ROUTE 340 | 1.60 TO F729 - 1.55 7BUS | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1975 | -- | 89.9 | 180.1 | Fair | 97.0 | 000000000005370 |
| NBI report | HARRY BYRD HWY-WBL | ROUTE 615 | 0.65 TO 340 -0.90 TO 7BUS | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 49.9 | 113.9 | Fair | 94.9 | 000000000005374 |
| NBI report | HARRY BYRD HWY-WBL | NS RAILWAY | 0.80 TO 340 -0.75 TO 7BUS | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 51.8 | 151.9 | Fair | 84.8 | 000000000005377 |
| NBI report | JOHN MARSHALL HWY | TRIB SHEN RIVER | 0.03 TO 602 - 0.40 TO 638 | Concrete Culvert (2 spans) | -- | 1975 | -- | 9.8 | 24.0 | Fair | 70.0 | 000000000005386 |
| NBI report | JOHN MOSBY HWY | TRIB SHENANDOAH RIVER | 0.60 TO 600 - 0.60 TO 606 | Concrete Culvert (2 spans) | -- | 1975 | -- | 9.8 | 24.0 | Good | 69.0 | 000000000005383 |
| NBI report | JOHN MOSBY HWY-NBL | SHENANDOAH RIVER & RT622 | 0.10 TO 638 - 0.06 TO 622 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1975 | -- | 171.9 | 1092.9 | Fair | 85.3 | 000000000005389 |
| NBI report | JOHN MOSBY HWY-SBL | NS RAILWAY | 0.45 TO 340 - 2.38 TO 255 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1975 | -- | 45.9 | 138.1 | Fair | 87.3 | 000000000005388 |
| NBI report | LOCKES MILL RD | CRAIG RUN | 0.40 TO 613 - 0.50 TO 608 | Steel Stringer/Multi-beam or girder | -- | 1976 | -- | 47.9 | 50.9 | Fair | 78.4 | 000000000005429 |
| NBI report | JOHN MOSBY HWY-SBL | SHENANDOAH RIVER & RT622 | 0.10 TO 638 - 0.25 TO 622 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1980 | -- | 171.9 | 1095.2 | Fair | 95.4 | 000000000005381 |
| NBI report | LORD FAIRFAX HWY | LONG MARSH RUN | 0.80 TO 641 - 0.00 TO 610 | Concrete Culvert (4 spans) | -- | 1980 | -- | 8.9 | 46.9 | Good | 80.7 | 000000000005399 |
| NBI report | LORD FAIRFAX HWY-N | NS RAILWAY | 0.55 TO 610 - 0.50 TO 612 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1980 | -- | 45.9 | 138.1 | Good | 97.5 | 000000000005407 |
| NBI report | HARRY BYRD HWY-EBL | OPEQUON CREEK | 0.00 CLARK-0.00 FREDERICK | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1986 | -- | 108.9 | 219.2 | Fair | 95.8 | 000000000005380 |
| NBI report | HARRY BYRD HWY-EBL | SHENANDOAH RIVER | 0.08 TO 603 - 0.05 TO 606 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1989 | -- | 160.1 | 1464.0 | Good | 97.0 | 000000000005361 |
| NBI report | SAWMILL HILL RD | TRIB SHENANDOAH RIVER | 0.48 TO 604 - 0.17 TO 606 | Concrete Culvert (2 spans) | -- | 1997 | -- | 12.1 | 25.9 | Good | 97.9 | 000000000025060 |
| NBI report | WADESVILLE RD | TRIB OPEQUON CREEK | 0.80 TO 761 - 0.90 TO 672 | Concrete Culvert (2 spans) | -- | 1999 | -- | 12.1 | 29.9 | Good | 96.9 | 000000000026159 |
| NBI report | WADESVILLE RD | TRIB OPEQUON CREEK | 0.60 TO 672 - 1.25 TO 761 | Concrete Culvert (2 spans) | -- | 1999 | -- | 12.1 | 29.9 | Good | 94.9 | 000000000026160 |
| NBI report | LOCKES MILL RD | DOG RUN | 2.30 TO 7EBL- 2.00 TO 608 | Concrete Culvert (2 spans) | -- | 2000 | -- | 9.8 | 24.9 | Good | 93.5 | 000000000026505 |
| NBI report | SUMMIT POINT RD | LONG MARSH RUN | 0.65 TO 639 - 1.05 TO 654 | Concrete Culvert (2 spans) | -- | 2000 | -- | 12.1 | 25.9 | Good | 76.2 | 000000000027644 |