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:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Long Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
'W. Relief Indian River ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'COUNTRY CLUB DRIVE' (1) ·
'GORDY ROAD ' (1) ·
'Haverhill Rd ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'MARINA BLVD. ' (1) ·
'NW 27TH AVE. ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SR-518 ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
884053 (1) ·
885810 (1) ·
890138 (1) ·
934271 (1) ·
934272 (1) ·
934273 (1) ·
934295 (1) ·
934313 (1) ·
934315 (1) ·
934903 (1) ·
934908 (1) ·
934924 (1) ·
934927 (1) ·
934943 (1) ·
934944 (1) ·
940144 (1) ·
940145 (1) ·
944010 (1) ·
945272 (1) ·
945273 (1)
Location 009:
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'0.8MI SOUTH OF SR-70 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'5.7MI W OF US-1 ' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'At S Military Trail ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26205893 (1) ·
26210242 (1) ·
26212624 (1) ·
26235178 (1) ·
26360809 (1) ·
26360954 (1) ·
26401260 (1) ·
26401280 (1) ·
26403896 (1) ·
26404140 (1) ·
27150311 (1) ·
27155561 (1) ·
27161503 (1) ·
27161886 (1) ·
27161895 (1) ·
27241068 (1) ·
27384120 (1) ·
27385877 (1) ·
28074371 (1) ·
28212382 (1)
Longitude 017:
80043210 (1) ·
80071317 (1) ·
80074514 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084953 (1) ·
80112200 (1) ·
80115706 (1) ·
80120027 (1) ·
80120923 (1) ·
80121038 (1) ·
80133779 (1) ·
80191739 (1) ·
80192691 (1) ·
80214773 (1) ·
80221826 (1) ·
80232401 (1) ·
80235669 (1) ·
80244948 (1) ·
80390094 (1) ·
80423456 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a: (Click arrow to add another value)
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)
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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1)
Future 114:
Clearance 116:
Showing below up to 22 results in range #1 to #22.
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