Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL C-24 ' (1) ·
'CROOKED CREEK ' (1) ·
'Daytona Canal ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'L-8 CANAL ' (1) ·
'LAKE CLARKE CHANNEL ' (1) ·
'Long Creek ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'Ballough Street ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'DUDA ROAD ' (1) ·
'Highbridge Road ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARGINAL RD ' (1) ·
'MARINA BLVD. ' (1) ·
'MEDITERRANEAN RD ' (1) ·
'NW 27TH AVE. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SR-518 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
'WEST LAKE DRIVE ' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
700196 (1) ·
794025 (1) ·
795000 (1) ·
885810 (1) ·
894014 (1) ·
934214 (1) ·
934271 (1) ·
934272 (1) ·
934273 (1) ·
934315 (1) ·
934502 (1) ·
934519 (1) ·
934943 (1) ·
934944 (1) ·
936262 (1) ·
936263 (1) ·
936264 (1) ·
940144 (1) ·
940145 (1) ·
945272 (1) ·
945273 (1)
Location 009:
'.3 mi South of Mason Ave ' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mile West of SR-A1A ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.7 MI S OF FOREST HILL ' (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) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26360954 (1) ·
26375624 (1) ·
26382116 (1) ·
26384803 (1) ·
26401000 (1) ·
26401260 (1) ·
26401280 (1) ·
26401808 (1) ·
26404140 (1) ·
26413511 (1) ·
27091468 (1) ·
27155561 (1) ·
27161503 (1) ·
27161886 (1) ·
27161895 (1) ·
27384120 (1) ·
28074371 (1) ·
28212382 (1) ·
29133119 (1) ·
29243110 (1)
Longitude 017:
80043055 (1) ·
80043118 (1) ·
80043232 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084953 (1) ·
80104062 (1) ·
80115706 (1) ·
80120030 (1) ·
80120923 (1) ·
80191739 (1) ·
80192691 (1) ·
80214773 (1) ·
80221826 (1) ·
80244948 (1) ·
80381684 (1) ·
80390094 (1) ·
80423456 (1) ·
80482588 (1) ·
81012374 (1) ·
81060320 (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 (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)
Future 114:
Clearance 116:
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