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.
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'COLLIER CREEK ' (1) ·
'CSX RAILROAD ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Halifax River ' (1) ·
'HAULOVER CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-10 Canal ' (1) ·
'LK OSBORNE DR& CENTER DR' (1) ·
'LK OSBORNE DR&CENTER DR ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1)
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'6TH AVE SO. EB ' (1) ·
'6TH AVE SO. WB ' (1) ·
'97 TH STREET ' (1) ·
'Ballough Street ' (1) ·
'BARBER STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CORKSCREW BLVD. ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'COURTENAY PARKWAY ' (1) ·
'FLEMING STREET ' (1) ·
'Highbridge Road ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'Main Street ' (1) ·
'MARINA BLVD. ' (1) ·
'MURPHY RD ' (1) ·
'NW 5TH STREET ' (1) ·
'PLM BEACH LAKES BL' (1) ·
'SE ISLAND WAY ROAD' (1)
703004 (1) ·
794004 (1) ·
794025 (1) ·
795000 (1) ·
884003 (1) ·
884053 (1) ·
884063 (1) ·
884064 (1) ·
885604 (1) ·
885605 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
930030 (1) ·
930805 (1) ·
934302 (1) ·
934307 (1) ·
934487 (1) ·
934502 (1) ·
934943 (1) ·
934944 (1) ·
935501 (1) ·
935900 (1) ·
936550 (1) ·
937709 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'.3 mi South of Mason Ave ' (1) ·
'0.1MI W OF DIXIE HIGHWAY ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5 Mi W of SR-A1A ' (1) ·
'0.6MI W OF I-95 ' (1) ·
'0.6MI WEST OF I-95 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.1MI N of CR 512 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'300FT East of CR-717 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT 141st ST ' (1)
26195136 (1) ·
26235789 (1) ·
26252859 (1) ·
26331032 (1) ·
26363334 (1) ·
26363379 (1) ·
26411885 (1) ·
26413511 (1) ·
26432857 (1) ·
26484825 (1) ·
26490288 (1) ·
26582879 (1) ·
26590684 (1) ·
27120310 (1) ·
27385877 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27474990 (1) ·
27475995 (1) ·
28441095 (1) ·
29132317 (1) ·
29133119 (1) ·
29243110 (1)
80032393 (1) ·
80040020 (1) ·
80040599 (1) ·
80043911 (1) ·
80043925 (1) ·
80045345 (1) ·
80065384 (1) ·
80075125 (1) ·
80081246 (1) ·
80115706 (1) ·
80120923 (1) ·
80174285 (1) ·
80232401 (1) ·
80291127 (1) ·
80293742 (1) ·
80334956 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80402235 (1) ·
80451679 (1) ·
80482588 (1) ·
81010394 (1) ·
81012374 (1) ·
81060320 (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) ·
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 not over waterway. (1)
Showing below up to 25 results in range #1 to #25.