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.
'BRITT CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL N. END LAKE IDA ' (1) ·
'COLLIER CREEK ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Earman River (C-17) ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Indian River ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LAKE IDA CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Service Rd & Canal ' (1) ·
'ST LUCIE CANAL ' (1) ·
'St. Lucie River ' (1)
'53RD STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRITT RD ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DAVIS ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'FLEMING STREET ' (1) ·
'LINTON BLVD. ' (1) ·
'MISSION HILL ROAD ' (1) ·
'S. LAKE DRIVE ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 707 (Dixie Hwy)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-44 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW 22ND WAY ' (1) ·
'US-1 (SR-5) ' (1) ·
'WB Spanish River ' (1)
700030 (1) ·
700117 (1) ·
790172 (1) ·
880044 (1) ·
880047 (1) ·
884036 (1) ·
885604 (1) ·
890003 (1) ·
890066 (1) ·
890079 (1) ·
894000 (1) ·
894017 (1) ·
894018 (1) ·
894021 (1) ·
930003 (1) ·
930154 (1) ·
930226 (1) ·
930241 (1) ·
930322 (1) ·
935303 (1) ·
935305 (1) ·
935306 (1) ·
935900 (1) ·
937201 (1) ·
940082 (1)
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N of CR 512 ' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1/4Mi W of New Roosevelt ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'150 FT E of SW 10TH ST ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'200ft. W of A1A ' (1) ·
'3.2MI W OF US-1 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3MI W OF CR-615 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'Just North of SR-850 ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'WB SR800.2Mi west of US-1' (1)
26231074 (1) ·
26231130 (1) ·
26235789 (1) ·
26262317 (1) ·
26291118 (1) ·
26294400 (1) ·
26302557 (1) ·
26375694 (1) ·
26483005 (1) ·
26571548 (1) ·
26581931 (1) ·
26590684 (1) ·
27044012 (1) ·
27044356 (1) ·
27070362 (1) ·
27121243 (1) ·
27140482 (1) ·
27154501 (1) ·
27412374 (1) ·
27445538 (1) ·
27445662 (1) ·
27474990 (1) ·
28243313 (1) ·
28243318 (1) ·
29021928 (1)
80032135 (1) ·
80035475 (1) ·
80040020 (1) ·
80041209 (1) ·
80041536 (1) ·
80044085 (1) ·
80044341 (1) ·
80044372 (1) ·
80054780 (1) ·
80065384 (1) ·
80080433 (1) ·
80080562 (1) ·
80095581 (1) ·
80104223 (1) ·
80154065 (1) ·
80162980 (1) ·
80170422 (1) ·
80210806 (1) ·
80274529 (1) ·
80291127 (1) ·
80291224 (1) ·
80303713 (1) ·
80375518 (1) ·
80375608 (1) ·
80542264 (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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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)
Showing below up to 25 results in range #1 to #25.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)