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:
'Canal No. 1 (Rim Canal) ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'FPL Cooling Disch. Canal' (1) ·
'FPL Cooling Intake Canal' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Konomac Canal ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Padgett Creek ' (1) ·
'PAHOKEE DRAIN CANAL M-2 ' (1) ·
'SFC CANAL NO 1 ' (1)
Critical 006b:
Facility 007:
'Barwick Rd. ' (1) ·
'Barwick Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'Fort Florida Road ' (1) ·
'HATTON HIGHWAY ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'McClure 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) ·
'W LAKE RD CR-717 ' (1)
Number 008:
790099 (1) ·
790941 (1) ·
794076 (1) ·
794077 (1) ·
794078 (1) ·
794079 (1) ·
794162 (1) ·
930274 (1) ·
930275 (1) ·
930276 (1) ·
930298 (1) ·
930299 (1) ·
930307 (1) ·
931002 (1) ·
931003 (1) ·
934331 (1) ·
934332 (1) ·
934341 (1) ·
934342 (1) ·
934369 (1) ·
934505 (1) ·
934553 (1) ·
936701 (1)
Location 009:
'0.2 mile west of US-17 ' (1) ·
'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) ·
'1.2MI S OF US-98 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1MI SW OF US-441 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.2 mi West of US-17/92 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'Lantana I 95 Interchange ' (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) ·
26420225 (1) ·
26470110 (1) ·
26481006 (1) ·
28504313 (1) ·
28504314 (1) ·
28512260 (1) ·
28512261 (1) ·
28515436 (1) ·
28520760 (1) ·
28520804 (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) ·
80325180 (1) ·
80402996 (1) ·
80413808 (1) ·
81170942 (1) ·
81171026 (1) ·
81193011 (1) ·
81193143 (1) ·
81193156 (1) ·
81193290 (1) ·
81205307 (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:
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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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