Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'C-52 Canal ' (1) ·
'CSX Railroad ' (1) ·
'E-1 CANAL ' (1) ·
'E-1-E CANAL ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Florida Turnpike (SR-91)' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-14 CANAL ' (1) ·
'L-5 CANAL ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'M CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SHAWANO DRAINAGE DITCH ' (1) ·
Indian River Relief East (1)
Critical 006b:
Facility 007:
'Becker Rd. ' (1) ·
'BOB W RD 130TH ST.' (1) ·
'BROWNS FARM/CR-827' (1) ·
'Cassadaga Road ' (1) ·
'JOG ROAD ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'MARINA BLVD. ' (1) ·
'Military Trail ' (1) ·
'Peninsula Corp Dr ' (1) ·
'Saxon Blvd WB ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR 80/Southern Bld' (1) ·
'SR-60 WB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR91 N/S TPK 96.55' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
SR-520 (1)
Number 008:
700196 (1) ·
704097 (1) ·
704098 (1) ·
790166 (1) ·
790210 (1) ·
880090 (1) ·
930442 (1) ·
930443 (1) ·
930447 (1) ·
930460 (1) ·
930527 (1) ·
934151 (1) ·
934271 (1) ·
934272 (1) ·
934273 (1) ·
934315 (1) ·
934488 (1) ·
934518 (1) ·
934943 (1) ·
934944 (1) ·
940143 (1) ·
940157 (1) ·
941001 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.2MI E OF SR-7 (US-441) ' (1) ·
'0.3 Mi. W of SE Bosko Dr ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'0.8 MI N of LANTANA ROAD ' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'1.3mi. South of Linton ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2Mi West of CR-512 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'50FT E OF SR-7 (US-441) ' (1) ·
'9.5 MI S OF CR-880 ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'AT SR-7 (Range Line Rd) ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SR-80 & Military Trail ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1) ·
SR-520 - Indian River Relief (1)
Latitude 016:
26195136 (1) ·
26251431 (1) ·
26251444 (1) ·
26290151 (1) ·
26320076 (1) ·
26360954 (1) ·
26401030 (1) ·
26401260 (1) ·
26401280 (1) ·
26403700 (1) ·
26404140 (1) ·
26404970 (1) ·
26455392 (1) ·
27123412 (1) ·
27220381 (1) ·
27283673 (1) ·
27382633 (1) ·
28155940 (1) ·
28160000 (1) ·
28212382 (1) ·
28544052 (1) ·
28575858 (1)
Longitude 017:
80052546 (1) ·
80052717 (1) ·
80064300 (1) ·
80084210 (1) ·
80084271 (1) ·
80084275 (1) ·
80084953 (1) ·
80102169 (1) ·
80115706 (1) ·
80120923 (1) ·
80121090 (1) ·
80121591 (1) ·
80182538 (1) ·
80200100 (1) ·
80235569 (1) ·
80293882 (1) ·
80324763 (1) ·
80403783 (1) ·
80423456 (1) ·
80434440 (1) ·
80434460 (1) ·
81151506 (1) ·
81161842 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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 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) ·
N/A (1)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
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) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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