Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
15153 (1) ·
15178 (1) ·
15180 (1) ·
15659 (1) ·
15695 (1) ·
15698 (1) ·
15703 (1) ·
15707 (1) ·
15710 (1) ·
15741 (1) ·
19166 (1) ·
19167 (1) ·
19168 (1) ·
19169 (1) ·
19170 (1) ·
19171 (1) ·
19172 (1) ·
19173 (1) ·
19174 (1) ·
19175 (1) ·
19388 (1) ·
19389 (1) ·
19390 (1) ·
19391 (1) ·
19420 (1) ·
19421 (1)
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-15 Canal ' (1) ·
'C-18 Canal ' (1) ·
'C-52 Canal ' (1) ·
'Drainage Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'I-95 (SR-9) ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'MAIN CANAL ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Padgett Branch Marsh ' (1) ·
'SB I-95 To EB 706 ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'EB SR60 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-95 ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I 95 to Cong Av' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'WB 706 To SB I-95 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
Number 008:
880069 (1) ·
880090 (1) ·
880091 (1) ·
880092 (1) ·
880093 (1) ·
880094 (1) ·
880095 (1) ·
880096 (1) ·
880097 (1) ·
880098 (1) ·
880099 (1) ·
884057 (1) ·
884059 (1) ·
930299 (1) ·
930376 (1) ·
930380 (1) ·
930385 (1) ·
930390 (1) ·
930394 (1) ·
930444 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1) ·
930510 (1) ·
930511 (1)
Location 009:
'0.3 mile North of SR 80 ' (1) ·
'0.85 mile South of Linton' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'4.9 Miles North of SR-60 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'I 95 SR 706 interchange ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Just N. of Southern Blvd ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Latitude 016:
26252840 (1) ·
26342200 (1) ·
26363990 (1) ·
26364054 (1) ·
26404904 (1) ·
26405302 (1) ·
26411352 (1) ·
26411700 (1) ·
26554560 (1) ·
26555790 (1) ·
26560606 (1) ·
26561100 (1) ·
26561248 (1) ·
27382573 (1) ·
27382633 (1) ·
27382800 (1) ·
27382850 (1) ·
27382860 (1) ·
27382910 (1) ·
27382980 (1) ·
27383040 (1) ·
27385855 (1) ·
27385856 (1) ·
27395790 (1) ·
27395850 (1) ·
27422555 (1)
Longitude 017:
80040610 (1) ·
80040879 (1) ·
80040933 (1) ·
80041140 (1) ·
80041281 (1) ·
80042465 (1) ·
80042805 (1) ·
80052570 (1) ·
80085370 (1) ·
80085830 (1) ·
80090063 (1) ·
80090390 (1) ·
80090683 (1) ·
80225809 (1) ·
80225872 (1) ·
80323057 (1) ·
80403783 (1) ·
80403784 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
N/A (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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 26 results in range #1 to #26.
