Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'C-17 CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'E-3 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-4 EB Ramp B ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'MAPLE CREEK ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1) ·
'SR-520 ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St Johns River Relief ' (1) ·
'Ten Mile Creek ' (1) ·
'US-92 ' (1)
Critical 006b:
Facility 007:
'10TH AVE. NORTH ' (1) ·
'45TH STREET ' (1) ·
'CONGRESS AVE ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 704 ' (1) ·
'I-4 EB ' (1) ·
'I-4 Ramp ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PALMETTO PK RD EB ' (1) ·
'PALMETTO PK RD WB ' (1) ·
'SAM SENTER RD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SE 7TH STREET ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-507 ' (1) ·
'SR-520 WB ' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR519SB(Fiske Blv)' (1) ·
'SR806 Atlantic Ave' (1) ·
'Tomoka Farms Rd. ' (1) ·
'US-192 WB ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB PGA Blvd. ' (1) ·
'West Atlantic Ave.' (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'.7mi. E of Congress Ave. ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7MI W OF US-1 ' (1) ·
'0.7MI WEST OF US-1 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 EB Ramp - I-95 ' (1) ·
'I-4 WB over I-4 EB Ramp B' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 NB - SR-520 ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-92 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'Just W. of Congress Ave.' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'SR-519 NB I-95 ' (1) ·
'SR-519 SB I-95 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
'US-192 WB-St Johns Relief' (1)
Latitude 016:
Longitude 017:
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: (Click arrow to add another value)
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) ·
Bridge is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
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