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.
'Cabbage Slough ' (1) ·
'CSX-RR ' (1) ·
'EL RIO CANAL ' (1) ·
'FECRR ' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'St Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
Six Mile Creek (1)
'ISLAND WAY ' (1) ·
'NW 7TH STREET ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'PALOMINO DRIVE ' (1) ·
'SR A1A ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-44 ' (1) ·
'SR-46 ' (1) ·
'SR-472 EB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR70 WB Okeechobee' (1) ·
'SW 18th Street ' (1) ·
'WB SR-70 ' (1) ·
SR-46 (1)
700002 (1) ·
700014 (1) ·
700029 (1) ·
700103 (1) ·
700108 (1) ·
700116 (1) ·
700194 (1) ·
790028 (1) ·
790029 (1) ·
790053 (1) ·
790176 (1) ·
894044 (1) ·
930197 (1) ·
934328 (1) ·
934482 (1) ·
935221 (1) ·
940084 (1) ·
940120 (1) ·
940136 (1)
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.25 mi. N of County Line' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.8MI N OF LAKEWORTH BLVD' (1) ·
'1mi. West of CR-613 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-46 - Cabbage Slough ' (1) ·
'SR-46 - St. Johns Riv. R ' (1) ·
'SR-472 EB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
SR-46 over Six Mile Cr (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
Showing below up to 19 results in range #1 to #19.