Drilldown: bridge data
From Indian River Lagoon Project
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- 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.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Belvedere Rd to SB I-95 ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN CANAL ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Okeechobee Waterway ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RELIEF CANAL ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'MURPHY RD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Palm Bay Parkway ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 143.3 ' (1)
Number 008:
705924 (1) ·
884053 (1) ·
884065 (1) ·
884071 (1) ·
884104 (1) ·
890015 (1) ·
890121 (1) ·
890122 (1) ·
894003 (1) ·
894019 (1) ·
894021 (1) ·
894053 (1) ·
894062 (1) ·
930477 (1) ·
930478 (1) ·
930481 (1) ·
930484 (1) ·
940085 (1) ·
940121 (1) ·
940135 (1) ·
940158 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1)
Latitude 016:
26404904 (1) ·
26405302 (1) ·
26412326 (1) ·
26412530 (1) ·
26582879 (1) ·
26590684 (1) ·
27011625 (1) ·
27020590 (1) ·
27072925 (1) ·
27073032 (1) ·
27093370 (1) ·
27120310 (1) ·
27163478 (1) ·
27205945 (1) ·
27224250 (1) ·
27244459 (1) ·
27351498 (1) ·
27380220 (1) ·
27385877 (1) ·
27400430 (1) ·
28004870 (1)
Longitude 017:
80040933 (1) ·
80041000 (1) ·
80041281 (1) ·
80041660 (1) ·
80065384 (1) ·
80081246 (1) ·
80143606 (1) ·
80151390 (1) ·
80152060 (1) ·
80164549 (1) ·
80164845 (1) ·
80174285 (1) ·
80213627 (1) ·
80232401 (1) ·
80240662 (1) ·
80241142 (1) ·
80263114 (1) ·
80264868 (1) ·
80264934 (1) ·
80274510 (1) ·
80441510 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
