Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Features 006a:
'C-51 Canal ' (1) ·
'C-51/WEST PALM BCH CANAL' (1) ·
'Canal C-51 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'E-1 Canal ' (1) ·
'Fla. Turnpike & 2 canals' (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) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1)
Critical 006b:
Facility 007:
'BIG BLUE TRACE ' (1) ·
'BINKS FOREST DRIVE' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'EB Forest Hill Bld' (1) ·
'FLYING COW ROAD ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'LittleRanchesTrail' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'Stribling Way ' (1) ·
'WB Forest Hill Bld' (1)
Number 008:
930274 (1) ·
930275 (1) ·
930276 (1) ·
930298 (1) ·
930299 (1) ·
930307 (1) ·
930514 (1) ·
931002 (1) ·
931003 (1) ·
934212 (1) ·
934213 (1) ·
934292 (1) ·
934293 (1) ·
934299 (1) ·
934301 (1) ·
934327 (1) ·
934331 (1) ·
934332 (1) ·
934341 (1) ·
934342 (1) ·
934349 (1) ·
934369 (1) ·
935920 (1)
Location 009:
'0.3 Mile East of US-1 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.7 mi. east of SR-7 ' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'AT SOUTHSIDE OF SR-80 ' (1) ·
'AT SR-80 ' (1) ·
'AT US-441 (SOUTHERN BLVD)' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Just E SR 7-Forest Hill ' (1) ·
'Lantana I 95 Interchange ' (1) ·
'South Side of US-98 ' (1) ·
'StriblingWay ovr E-1canal' (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) ·
26380939 (1) ·
26390288 (1) ·
26390300 (1) ·
26390331 (1) ·
26405072 (1) ·
26405249 (1) ·
26405365 (1) ·
26405650 (1) ·
26405713 (1) ·
26405799 (1)
Longitude 017:
80024400 (1) ·
80040850 (1) ·
80041000 (1) ·
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80044182 (1) ·
80044190 (1) ·
80052259 (1) ·
80052320 (1) ·
80102377 (1) ·
80102433 (1) ·
80102688 (1) ·
80102700 (1) ·
80121068 (1) ·
80121322 (1) ·
80134871 (1) ·
80144936 (1) ·
80153155 (1) ·
80170170 (1) ·
80172828 (1) ·
80175381 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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:
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