Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'Belvedere Rd to SB I-95 ' (1) ·
'C-1 Canal ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LITTLE MUD CREEK ' (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) ·
'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)
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (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 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 143.3 ' (1)
705924 (1) ·
884071 (1) ·
884104 (1) ·
890121 (1) ·
890122 (1) ·
894053 (1) ·
894062 (1) ·
930477 (1) ·
930478 (1) ·
930481 (1) ·
930484 (1) ·
940085 (1) ·
940121 (1) ·
940135 (1) ·
940158 (1)
'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) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.6 MILES NORTH OF SR-710' (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)
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)
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 15 results in range #1 to #15.
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