Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Belcher Canal (C-25) ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-51 CANAL ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'CYPRESS CREEK ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Goat Creek ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Loxahatchee Slough ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Johns River Relief ' (1)
Critical 006b:
Facility 007:
'EB SR-710 ' (1) ·
'FLYING COW ROAD ' (1) ·
'NB SR 5 (US-1) ' (1) ·
'NB SR-615 ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-415 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR70 EB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'WB SR-710 ' (1)
Number 008:
700204 (1) ·
700205 (1) ·
790155 (1) ·
790156 (1) ·
790157 (1) ·
790158 (1) ·
790159 (1) ·
790160 (1) ·
790161 (1) ·
790162 (1) ·
790220 (1) ·
930362 (1) ·
930444 (1) ·
930535 (1) ·
930536 (1) ·
930541 (1) ·
934136 (1) ·
934292 (1) ·
940143 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1) ·
940157 (1)
Location 009:
'.3 mi N of SR 706 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.85 mile South of Linton' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'3 Miles West of SR-786 ' (1) ·
'AT SR-80 ' (1) ·
'SR-415 -St. Johns Relief ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB over Goat Creek ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
Latitude 016:
26252840 (1) ·
26405799 (1) ·
26492016 (1) ·
26492039 (1) ·
26522014 (1) ·
26530408 (1) ·
26561515 (1) ·
27220381 (1) ·
27280680 (1) ·
27280700 (1) ·
27283525 (1) ·
27283630 (1) ·
27283673 (1) ·
27580607 (1) ·
27580636 (1) ·
28485627 (1) ·
29050202 (1) ·
29050250 (1) ·
29051082 (1) ·
29051110 (1) ·
29051903 (1) ·
29051931 (1) ·
29061303 (1) ·
29061326 (1)
Longitude 017:
80043190 (1) ·
80045783 (1) ·
80052570 (1) ·
80101483 (1) ·
80101580 (1) ·
80144324 (1) ·
80175381 (1) ·
80205810 (1) ·
80205848 (1) ·
80205900 (1) ·
80205926 (1) ·
80235569 (1) ·
80323926 (1) ·
80324008 (1) ·
80324763 (1) ·
80580163 (1) ·
80580170 (1) ·
80580651 (1) ·
80580732 (1) ·
80581106 (1) ·
80581203 (1) ·
80581835 (1) ·
80581931 (1) ·
81112630 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
Direction 102:
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)
Future 114:
Clearance 116:
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