| Carries | Crosses | Location | Design | Status | Year Built | Year Recon. | Span Len. | Total Len. | Condition | Suff. Rating | ID | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| NBI report | WILLIAMS AVE. | DALE ST. AND N&P RR | 0.1 KM E OF ELM AVE. | Concrete Tee beam (3 spans) | -- | 1942 | 1989 | 49.9 | 490.2 | Poor | 7.0 | 1VA0575 |
| NBI report | VICTORY BLVD. | PARADISE CREEK | 1.44 TO 17 /0.38 TO 337 | Concrete Slab (8 spans) | -- | 1944 | -- | 23.0 | 180.1 | Fair | 41.8 | 000000000021217 |
| NBI report | Court Street | IS 264 WBL | Downtown Tun. Portsmouth | Prestressed Slab | -- | 1951 | -- | 32.2 | 32.2 | Good | 73.0 | 000000000021193 |
| NBI report Bridgehunter | ROUTE 17 | WST BR ELIZABETH RIVER @ | 0.28WCL-PORT/0524SCL-PORT | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1951 | 1975 | 109.9 | 2035.2 | Poor | 48.2 | 000000000021199 |
| NBI report | IS 264 | SR 239 Victory Blvd | 1.30 MI TO GREENWOOD DR | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1963 | -- | 51.8 | 164.1 | Fair | 81.0 | 000000000021237 |
| NBI report | INTERSTATE 264 | DES MOINES AVE | 00.95 MI TO US 17 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 60.0 | 125.0 | Fair | 73.0 | 000000000021233 |
| NBI report | IS 264 | Rodman Ave | 0.28 MI FROM INT SR 337 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 60.0 | 129.9 | Fair | 84.8 | 000000000021218 |
| NBI report | IS 264 | McLean Street | 0.33 MI FROM INT SR 239 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 59.1 | 132.9 | Fair | 81.5 | 000000000021220 |
| NBI report | IS 264 | N&P Belt Line Railroad | 0.28 MI FR INT US 17 | Steel Stringer/Multi-beam or girder (10 spans) | -- | 1964 | -- | 78.1 | 278.9 | Fair | 68.0 | 000000000021224 |
| NBI report | IS 264 | US 17 Frederick Blvd | 0.90 MI FROM INT SR 337 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1964 | -- | 78.4 | 237.9 | Fair | 81.0 | 000000000021229 |
| NBI report | IS 264 | SR 337 EBL Ramp | 0.63 MI TO VICTORY BLVD. | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 57.7 | 139.8 | Fair | 69.0 | 000000000021231 |
| NBI report | IS 264 | IS 264 EBL Ramp | 0.80 MI TO SR 337, US 460 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1964 | -- | 76.1 | 186.0 | Fair | 80.0 | 000000000021235 |
| NBI report | IS 264 EBL Ramp | US 17 Frederick Blvd | 0.20 MI FROM US 17 SBL | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1964 | -- | 62.0 | 206.0 | Fair | 67.0 | 000000000021222 |
| NBI report | IS 264 EBL Ramp | SR 337 Portsmouth Blvd | 0.37fr.rte337 0.21frI-264 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1964 | -- | 57.1 | 185.0 | Fair | 90.5 | 000000000021227 |
| NBI report | IS 264 | SR 337 Portsmouth Blvd | 0.75 Mi From SR 239 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1964 | 1991 | 55.1 | 191.9 | Fair | 68.0 | 000000000021225 |
| NBI report | Interstate 264 | SR 141 (EFFINGHAM ST) | 1.67 MI FROM INT US 17 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 103.0 | 174.9 | Fair | 86.5 | 000000000021240 |
| NBI report | INTERSTATE 264 | CSX TRANSP & WBL 0N-RAMP | 0.43 MI TO DOWNTOWN TUN | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1966 | -- | 116.1 | 433.7 | Fair | 66.0 | 000000000021242 |
| NBI report | INTERSTATE 264 | ELM AVENUE | 1.32 MI FROM INT US 17 | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1966 | -- | 80.1 | 146.0 | Fair | 68.0 | 000000000021244 |
| NBI report | LONDON BOULEVARD | N&P RAILWAY & VA AVE | 1.57TUNNL ENT/0.84 TO 17 | Steel Stringer/Multi-beam or girder | -- | 1971 | -- | 81.0 | 420.0 | Fair | 88.9 | 000000000021200 |
| NBI report | LONDON BOULEVARD | MARTIN LUTHER KING JR FW | 1.52TUNNL ENT/0.91 TO 17 | Steel Stringer/Multi-beam or girder | -- | 1971 | -- | 106.0 | 190.0 | Fair | 89.8 | 000000000021202 |
| NBI report | Greenwood Drive | IS 264 | 0.37 MI FR 58 AIRLINE BD | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1976 | -- | 125.0 | 253.0 | Fair | 87.0 | 000000000021190 |
| NBI report | SR 164 | W Br Elizabeth River | 0.45 MI.FR.W.NORFOLK RD. | Steel Stringer/Multi-beam or girder (3 spans) | -- | 1978 | -- | 160.1 | 2187.8 | Fair | 65.0 | 000000000021215 |
| NBI report | IS 264 EB OFF RAMP | IS 264 EBL ON RAMPS | INT. @ DOWNTOWN TUN PORTS | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1985 | -- | 107.0 | 313.0 | Fair | 99.0 | 000000000021248 |
| NBI report | IS 264 WB ON-RAMP | IS 264 WB OFF-RAMP | 0.19 WEST OF JCT COURT ST | Steel Stringer/Multi-beam or girder | -- | 1985 | -- | 125.0 | 125.0 | Fair | 100.0 | 000000000021246 |
| NBI report | Cedar Lane | SR 164 & CWRR | 0.20 MI.FR.W.NORFOLK RD. | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1989 | -- | 80.1 | 319.9 | Fair | 100.0 | 000000000021197 |
| NBI report | Town Point Road | SR164 & CWRR | 0.2 MI.FR.CHURCHLANDBLVD | Prestressed Stringer/Multi-beam or girder (5 spans) | -- | 1989 | -- | 65.0 | 268.1 | Fair | 98.0 | 000000000021195 |
| NBI report | SR 164 EBL | Commonwealth RR | 0.45MI.F.CEDARLN/1.2MWNR | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1991 | -- | 166.0 | 332.0 | Fair | 91.7 | 000000000021208 |
| NBI report | SR 164 EBL | W Norfolk Rd & N&W RR | 1.65 MI.FR.INT.CEDAR LANE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1991 | -- | 161.1 | 453.1 | Fair | 91.0 | 000000000021210 |
| NBI report | SR 164 WBL | Commonwealth RR | 0.45MIFR.CEDARLN/1.2 WNR | Steel Stringer/Multi-beam or girder (2 spans) | -- | 1991 | -- | 184.1 | 337.6 | Fair | 80.4 | 000000000021206 |
| NBI report | SR 164 WBL | W Norfolk Rd & N&W RR | 1.65 MI.TO INT.CEDAR LANE | Steel Stringer/Multi-beam or girder (4 spans) | -- | 1991 | -- | 152.9 | 432.1 | Fair | 92.0 | 000000000021212 |
| NBI report | CLIFFORD STREET | BAINES CREEK | 0.05POWHATAN/0.40CITY PAK | Prestressed Stringer/Multi-beam or girder (3 spans) | -- | 2005 | -- | 61.0 | 184.1 | Good | 92.8 | 000000000026832 |
| NBI report | US 58 & RAMP F | CSX R/R & STREETS | 0.89 MI TO MIDTOWN TUNNEL | Steel Stringer/Multi-beam or girder (2 spans) | -- | 2005 | -- | 153.9 | 353.0 | Fair | 90.9 | 000000000026653 |
| NBI report | RAMP "A" of 164 | RTE. 58 EB&WB & PMT | 0.0TO 164 WB/0.1fr RR Ave | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2006 | -- | 133.9 | 465.9 | Good | 93.8 | 000000000028350 |
| NBI report | ROUTE 164 EBL | PORT. MARINE TER.&RAMP G | 0.00 TO END 164 | Steel Stringer/Multi-beam or girder (15 spans) | -- | 2006 | -- | 182.1 | 2272.1 | Good | 89.8 | 000000000028384 |
| NBI report | ROUTE 164 EBL | PORT.MARINE TER. & 58WBL | 00.10 mile fr Midtown Tun | Steel Stringer/Multi-beam or girder (13 spans) | -- | 2006 | -- | 184.1 | 1675.0 | Good | 97.3 | 000000000028396 |
| NBI report | ROUTE 164 WBL | 58 WBL, 164 EBL,& PMT | 0.00 BEG. 164/ | Steel Stringer/Multi-beam or girder (12 spans) | -- | 2006 | -- | 190.0 | 2070.0 | Good | 96.6 | 000000000028376 |
| NBI report | ROUTE 164 WBL ON | PORTSMOUTH MARINE TERM. | 0.10FROM WB58/0.01 TO 164 | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2006 | -- | 164.1 | 953.8 | Good | 99.5 | 000000000028348 |
| NBI report | RTE. 164 OFF RAMP | PORTSMOUTH MARINE TERMIN | 0.15 Mi to CLEVELAND ST | Steel Stringer/Multi-beam or girder (4 spans) | -- | 2006 | -- | 123.0 | 407.5 | Good | 94.4 | 000000000028349 |
| NBI report | SR 164 EBL | W Br Elizabeth River | 0.80TOW.NORK.RD/0.40TO58 | Prestressed Stringer/Multi-beam or girder (30 spans) | -- | 2006 | -- | 129.9 | 3253.1 | Good | 79.4 | 000000000027133 |
| NBI report | SR 164 EBL | APM Blvd | 0.90 From Cedar Lane | Prestressed Stringer/Multi-beam or girder | -- | 2006 | -- | 97.1 | 97.1 | Fair | 97.0 | 000000000028239 |
| NBI report Bridgehunter | SR 164 WBL | W Br Elizabeth River | 0.80TOW.NORK.RD/0.40TO 58 | Prestressed Stringer/Multi-beam or girder (30 spans) | -- | 2006 | -- | 129.9 | 3327.3 | Good | 79.4 | 000000000028217 |
| NBI report | SR 164 WBL | APM Blvd | 0.90 MI. FROM CEDAR LANE | Prestressed Stringer/Multi-beam or girder | -- | 2006 | -- | 97.1 | 97.1 | Fair | 95.9 | 000000000028241 |
| NBI report | WILDERNESS ROAD | UNNAMED CREEK | NSA NW ANNEX CHESAPEAKE | Concrete Culvert | -- | 2011 | -- | 33.5 | 38.1 | Good | 99.0 | 1VA0174 |