Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'CANAL E-84 ' (1) ·
'FELLSMERE CANAL ' (1) ·
'Hidden Valley Canal C15 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'L-12 Canal ' (1) ·
'Lake Washington Road ' (1) ·
'MANATEE POCKET ' (1) ·
'Melbourne-Tillman Canal ' (1) ·
'Miami Canal L-25 ' (1) ·
'SR 70 ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'COUNTY RD 507 ' (1) ·
'DARWIN BLVD ' (1) ·
'Emerson Drive ' (1) ·
'HORSESHOE POINT RD' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'Levee Road ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-27/SR-80 SB ' (1) ·
I-95 SB (1)
Number 008:
700017 (1) ·
700043 (1) ·
700076 (1) ·
700078 (1) ·
700111 (1) ·
700123 (1) ·
700142 (1) ·
700144 (1) ·
705906 (1) ·
880076 (1) ·
890101 (1) ·
890128 (1) ·
930006 (1) ·
930184 (1) ·
930294 (1) ·
930371 (1) ·
930445 (1) ·
930538 (1) ·
930806 (1) ·
940053 (1) ·
940134 (1) ·
945262 (1)
Location 009:
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'1 mi North of Malabar Rd ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'4.2MI N OF CR-512 ' (1) ·
'At John Stretch Park ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'No. City Line Boca Raton ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
26252016 (1) ·
26252840 (1) ·
26391930 (1) ·
26414539 (1) ·
26455204 (1) ·
26560450 (1) ·
27063113 (1) ·
27084791 (1) ·
27130777 (1) ·
27243006 (1) ·
27244449 (1) ·
27491949 (1) ·
28004758 (1) ·
28084581 (1) ·
28084584 (1) ·
28121937 (1) ·
28122002 (1) ·
28122580 (1) ·
28122646 (1) ·
28241870 (1) ·
28241933 (1)
Longitude 017:
80041030 (1) ·
80042598 (1) ·
80052320 (1) ·
80052490 (1) ·
80090130 (1) ·
80112778 (1) ·
80153644 (1) ·
80212173 (1) ·
80240119 (1) ·
80240727 (1) ·
80295638 (1) ·
80362564 (1) ·
80383763 (1) ·
80383781 (1) ·
80384417 (1) ·
80392343 (1) ·
80392362 (1) ·
80422075 (1) ·
80422077 (1) ·
80422081 (1) ·
80422180 (1) ·
80482471 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
N/A (1)
Culvert 062:
Inspect Date 090:
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:
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