Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Features 006a:
'C-51 Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
Six Mile Creek (1)
Critical 006b:
Facility 007:
'BELVEDERE RD EB ' (1) ·
'BELVEDERE RD WB ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'MARGINAL RD ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
SR-46 (1)
Number 008:
700194 (1) ·
930274 (1) ·
930275 (1) ·
930276 (1) ·
930298 (1) ·
930299 (1) ·
930307 (1) ·
930447 (1) ·
931002 (1) ·
931003 (1) ·
931004 (1) ·
931005 (1) ·
934205 (1) ·
934206 (1) ·
934214 (1) ·
934295 (1) ·
934331 (1) ·
934332 (1) ·
934341 (1) ·
934342 (1) ·
934369 (1)
Location 009:
'0.3 Mile East of US-1 ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1MI W OF SR 809 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
SR-46 over Six Mile Cr (1)
Latitude 016:
26341790 (1) ·
26342000 (1) ·
26342200 (1) ·
26344631 (1) ·
26344632 (1) ·
26350300 (1) ·
26351210 (1) ·
26351400 (1) ·
26351510 (1) ·
26351567 (1) ·
26351625 (1) ·
26352544 (1) ·
26352545 (1) ·
26401000 (1) ·
26401030 (1) ·
26403896 (1) ·
26404472 (1) ·
26410696 (1) ·
26413242 (1) ·
26413281 (1) ·
28395620 (1)
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
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