Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
12120 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Banana River Drive ' (1) ·
'Banana River Relief ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL L-20 ' (1) ·
'CR 708 ' (1) ·
'CR-515 & Indian River ' (1) ·
'Cypress Creek ' (1) ·
'Drainage Canal ' (1) ·
'Header Canal ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-406 ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'Sykes Creek ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-401 SB ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-80 EB ' (1) ·
'SR-80 WB ' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR 70 ' (1)
Number 008:
700014 (1) ·
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Location 009:
'0.7MI W OF SR-401 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2.85 Miles East of SR-3 ' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26252770 (1) ·
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28365910 (1)
Longitude 017:
80060970 (1) ·
80071862 (1) ·
80071933 (1) ·
80075174 (1) ·
80075197 (1) ·
80090390 (1) ·
80101404 (1) ·
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80140214 (1) ·
80140445 (1) ·
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80265070 (1) ·
80265190 (1) ·
80270210 (1) ·
80270308 (1) ·
80295022 (1) ·
80375608 (1) ·
80375690 (1) ·
80384626 (1) ·
80393049 (1) ·
80394904 (1) ·
80410794 (1) ·
80410799 (1) ·
80413927 (1) ·
80434234 (1) ·
80434242 (1) ·
80444580 (1) ·
80451074 (1) ·
80454646 (1) ·
80454647 (1) ·
80510378 (1) ·
80510486 (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:
Direction 102: (Click arrow to add another value)
Rebuilt 106:
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)
Future 114:
Clearance 116:
Showing below up to 35 results in range #1 to #35.
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