Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'12th Avenue South ' (1) ·
'CR-5A ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'Lake Worth Tide Relief' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-520 ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Tillman Canal ' (1) ·
'W. Relief Indian River ' (1)
'CLINT MOORE RD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'Minton Road CR-509' (1) ·
'PIONEER ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR80(SouthernBlvd)' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'W. CAMINO REAL ' (1)
700018 (1) ·
700023 (1) ·
700052 (1) ·
700102 (1) ·
700156 (1) ·
704075 (1) ·
790042 (1) ·
890066 (1) ·
890138 (1) ·
930015 (1) ·
930098 (1) ·
930273 (1) ·
934221 (1) ·
934406 (1) ·
934929 (1) ·
940009 (1)
'0.25mi W of S.R.-A1A ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT SR-809 / WCAMINOREA ' (1) ·
'AT US-441 SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
I-95 NB and CR-5A (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 16 results in range #1 to #16.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)