Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'Clint Moore Road ' (1) ·
'CSX-RR ' (1) ·
'EL RIO CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'I-95 ' (1) ·
'L-5 Canal ' (1) ·
'Lateral Canal A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'ROEBUCK CREEK ' (1) ·
'Salerno Creek ' (1) ·
'SCOTTS CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Sykes Creek ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'CAMINO REAL ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. A1A ' (1) ·
'Haverhill Rd ' (1) ·
'ISLAND WAY ' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Lantana Road ' (1) ·
'LOCKS ROAD ' (1) ·
'LPGA Blvd ' (1) ·
'MONET ROAD ' (1) ·
'NB US-27 SR-25 ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-44 ' (1) ·
'SR-520 ' (1) ·
'SR-60 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'TROPICALIA AVE. ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
700193 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790171 (1) ·
790176 (1) ·
790185 (1) ·
880106 (1) ·
890158 (1) ·
890160 (1) ·
894044 (1) ·
894050 (1) ·
894052 (1) ·
894053 (1) ·
894055 (1) ·
930353 (1) ·
930469 (1) ·
931000 (1) ·
934126 (1) ·
934359 (1) ·
934365 (1) ·
934366 (1) ·
934960 (1) ·
936551 (1)
Location 009:
'0.2Mi E of CR-723 ' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'LPGA Blvd. at I-95 ' (1) ·
'Palm Beach - Broward Line' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-520 - Sykes Creek ' (1) ·
'SR-60 East of 66 Ave ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1)
Latitude 016:
26200920 (1) ·
26203857 (1) ·
26243201 (1) ·
26352535 (1) ·
26352546 (1) ·
26361478 (1) ·
26422570 (1) ·
26501416 (1) ·
26562485 (1) ·
26583556 (1) ·
27011625 (1) ·
27060944 (1) ·
27083630 (1) ·
27115581 (1) ·
27115681 (1) ·
27134072 (1) ·
27382059 (1) ·
28212603 (1) ·
29012750 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29131187 (1) ·
29181820 (1)
Longitude 017:
80040825 (1) ·
80041914 (1) ·
80043790 (1) ·
80054960 (1) ·
80072023 (1) ·
80075632 (1) ·
80101701 (1) ·
80102240 (1) ·
80102572 (1) ·
80120030 (1) ·
80122748 (1) ·
80122859 (1) ·
80140376 (1) ·
80162515 (1) ·
80263114 (1) ·
80274947 (1) ·
80321860 (1) ·
80404702 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
81053911 (1) ·
81061122 (1) ·
81211769 (1)
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 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:
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: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
Clearance 116:
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