Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'ATLANTIS WATERWAY ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'E-2W CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-8 CANAL ' (1) ·
'L.W.D.D. #10 ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 16 CANAL ' (1) ·
'LWDD LAT 8 CANAL ' (1) ·
'RELIEF CANAL ' (1)
Critical 006b:
Facility 007:
'ALLAMANDA BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'DAVIS ROAD ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'KUDZA ROAD ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'ORANGE TREE DR ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SEMINOLE DR ' (1) ·
'Southern Boulevard' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'TROON DR ' (1) ·
'WB Spanish River ' (1) ·
'WB SR704 to SB I95' (1) ·
'WEST LAKE DRIVE ' (1)
Number 008:
930097 (1) ·
930154 (1) ·
930226 (1) ·
930469 (1) ·
931008 (1) ·
934299 (1) ·
934312 (1) ·
934319 (1) ·
934420 (1) ·
934421 (1) ·
934488 (1) ·
935001 (1) ·
935002 (1) ·
935502 (1) ·
936264 (1) ·
937001 (1) ·
937003 (1) ·
937201 (1) ·
937352 (1) ·
937361 (1) ·
937362 (1) ·
937363 (1)
Location 009:
'.5MI W of A1A & E of SR-5' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N OF CLUBHOUSE BLVD' (1) ·
'0.1Mi S OF CR812 LANTANA ' (1) ·
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2MI S of FOREST HILL BV' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3MI N of 10TH AVE N ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'150FT S OF N CNTRY CLBDR ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-95 SR 704 interchange ' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26221050 (1) ·
26221083 (1) ·
26231074 (1) ·
26231130 (1) ·
26254577 (1) ·
26272575 (1) ·
26290151 (1) ·
26351368 (1) ·
26354425 (1) ·
26354653 (1) ·
26375694 (1) ·
26384803 (1) ·
26385460 (1) ·
26403161 (1) ·
26405650 (1) ·
26422570 (1) ·
26423784 (1) ·
26423785 (1) ·
26435320 (1) ·
26435409 (1) ·
26490539 (1) ·
26494723 (1)
Longitude 017:
80025423 (1) ·
80041209 (1) ·
80041536 (1) ·
80043118 (1) ·
80043790 (1) ·
80043826 (1) ·
80050363 (1) ·
80052354 (1) ·
80054082 (1) ·
80054091 (1) ·
80054780 (1) ·
80055088 (1) ·
80055545 (1) ·
80063334 (1) ·
80075828 (1) ·
80103398 (1) ·
80121591 (1) ·
80133989 (1) ·
80134000 (1) ·
80134407 (1) ·
80134460 (1) ·
80170170 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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