Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'Danforth Creek ' (1) ·
'E-2W CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'Habitat Connectivity ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'Indian River ' (1) ·
'Indian River IWW ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'Loxahatchee Slough ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'St. Johns River ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'Turkey Creek ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'EB SR - 714 ' (1) ·
'EB SR-710 ' (1) ·
'EB US 98 SR 80 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Port Malabar Bl EB' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SR-40 EB ' (1) ·
'SR-44 EB ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'US-1 SB ' (1) ·
'US-192 WB ' (1) ·
'WB Lake Worth Rd. ' (1) ·
'WB SR-710 ' (1) ·
'WB US 98 SR 80 ' (1)
Number 008:
700174 (1) ·
700217 (1) ·
700219 (1) ·
700220 (1) ·
700221 (1) ·
705910 (1) ·
790189 (1) ·
790195 (1) ·
790217 (1) ·
890134 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
930461 (1) ·
930462 (1) ·
930510 (1) ·
930524 (1) ·
930535 (1) ·
930536 (1) ·
930539 (1) ·
931007 (1) ·
931008 (1) ·
940101 (1) ·
940102 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-40EB - Habitat Connect' (1) ·
'SR-44 EB - I-4 ' (1) ·
'SR-520 EB - Banana River ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-528 EB - Indian River ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-192 WB-Indian River ' (1)
Latitude 016:
26272575 (1) ·
26272647 (1) ·
26364054 (1) ·
26370912 (1) ·
26403385 (1) ·
26403390 (1) ·
26403455 (1) ·
26403485 (1) ·
26492016 (1) ·
26492039 (1) ·
26502240 (1) ·
26502290 (1) ·
27101997 (1) ·
27245645 (1) ·
27245841 (1) ·
28010115 (1) ·
28050339 (1) ·
28212632 (1) ·
28212764 (1) ·
28221009 (1) ·
28240920 (1) ·
28491498 (1) ·
29010271 (1) ·
29153158 (1)
Longitude 017:
80040879 (1) ·
80041085 (1) ·
80041535 (1) ·
80060655 (1) ·
80060720 (1) ·
80074786 (1) ·
80101483 (1) ·
80101580 (1) ·
80103398 (1) ·
80103466 (1) ·
80161483 (1) ·
80231716 (1) ·
80231922 (1) ·
80352988 (1) ·
80354573 (1) ·
80385322 (1) ·
80385336 (1) ·
80440500 (1) ·
80513613 (1) ·
80522246 (1) ·
81110743 (1) ·
81135501 (1)
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 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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102: (Click arrow to add another value)
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:
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