Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12235 (1) ·
12240 (1) ·
15195 (1) ·
15808 (1) ·
15809 (1) ·
15810 (1) ·
15827 (1) ·
15919 (1) ·
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19517 (1) ·
19525 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'Casa Mar Dr ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'Eau-Gallie River ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'MAIN CANAL ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'N Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'WB SR 80 ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'12th Street ' (1) ·
'4th Street ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Lake Ida Road ' (1) ·
'Lyons Rd ' (1) ·
'MARINA BLVD. ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'NW 27TH AVE. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SB SR 807 ' (1) ·
'Spanish River Blvd' (1) ·
'SR-518 ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1) ·
SR-520 (1)
Number 008:
700191 (1) ·
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Location 009:
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.4Mi. North of SR-60 ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.2MI N of Boynton Bch Bl' (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) ·
'At CR-613 ' (1) ·
'At CR-613 - 58th Ave ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR-518 over Eau-Gallie R.' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26231070 (1) ·
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26325823 (1) ·
26333297 (1) ·
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27363390 (1) ·
27372705 (1) ·
27384120 (1) ·
28074371 (1) ·
28212382 (1)
Longitude 017:
80045427 (1) ·
80045433 (1) ·
80045890 (1) ·
80045945 (1) ·
80045990 (1) ·
80054717 (1) ·
80062196 (1) ·
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80191739 (1) ·
80192691 (1) ·
80214773 (1) ·
80221826 (1) ·
80244948 (1) ·
80264806 (1) ·
80264867 (1) ·
80264934 (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 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)
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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 27 results in range #1 to #27.
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