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) ·
'BESSEY CREEK ' (1) ·
'C-1 Canal ' (1) ·
'FEC Railroad ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Okeechobee Waterway ' (1) ·
'PHIPP CANAL ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR-714 Indian St. ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726(CITRUS BLVD)' (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) ·
'SR 80 to NB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1)
Number 008:
705924 (1) ·
884047 (1) ·
884071 (1) ·
884104 (1) ·
890068 (1) ·
890082 (1) ·
890085 (1) ·
890121 (1) ·
890122 (1) ·
894053 (1) ·
894062 (1) ·
930477 (1) ·
930478 (1) ·
930481 (1) ·
930484 (1) ·
940047 (1) ·
940049 (1) ·
940050 (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) ·
'0.3 mile North of SR 80 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'STUART TPK INTERCHANGE ' (1)
Latitude 016:
26404904 (1) ·
26405302 (1) ·
26412326 (1) ·
26412530 (1) ·
27011625 (1) ·
27033219 (1) ·
27072925 (1) ·
27073032 (1) ·
27092801 (1) ·
27093370 (1) ·
27102733 (1) ·
27154481 (1) ·
27163478 (1) ·
27205945 (1) ·
27222822 (1) ·
27224250 (1) ·
27244459 (1) ·
27263922 (1) ·
27335447 (1) ·
27351498 (1) ·
27400430 (1) ·
28004870 (1)
Longitude 017:
80040933 (1) ·
80041000 (1) ·
80041281 (1) ·
80041660 (1) ·
80142789 (1) ·
80143606 (1) ·
80151390 (1) ·
80152060 (1) ·
80164549 (1) ·
80164845 (1) ·
80180781 (1) ·
80184796 (1) ·
80192646 (1) ·
80210855 (1) ·
80213627 (1) ·
80230229 (1) ·
80240662 (1) ·
80255073 (1) ·
80263114 (1) ·
80264934 (1) ·
80274510 (1) ·
80441510 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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)
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 22 results in range #1 to #22.
