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.
'Belvedere Road ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'George King Blvd ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1)
'Atlantic Avenue ' (1) ·
'CR-707 (BEACH RD) ' (1) ·
'DONALD ROSS RD EB ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB PGA Blvd. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NW 2ND ST ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-80 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'WOOLBRIGHT ROAD ' (1) ·
SR-A1A SB (1)
700210 (1) ·
700211 (1) ·
890066 (1) ·
890083 (1) ·
930029 (1) ·
930056 (1) ·
930064 (1) ·
930106 (1) ·
930214 (1) ·
930360 (1) ·
930383 (1) ·
930486 (1) ·
930487 (1) ·
934160 (1) ·
934161 (1) ·
934908 (1) ·
940072 (1) ·
940076 (1) ·
940951 (1)
'.2mi East of US-27 ' (1) ·
'0.25MI E OF US 1 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3MI E OF US-1 (SR-5) ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'Between SR-A1A & SR-5 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (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 19 results in range #1 to #19.