Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12140 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'17th Avenue North ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Barge Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'Outfall ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-406 ' (1) ·
'SR-50 ' (1) ·
'SR-528 ' (1) ·
'SR-68 ' (1) ·
'Summit Boulevard ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Tomoka River ' (1) ·
'Triple box culvert ' (1) ·
'West Palm Beach Canal ' (1) ·
'Wishbone Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'CENTRAL BLVD ' (1) ·
'CR-717 ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'LA MANCHA AVE. ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR-3 ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-80 ' (1)
Number 008:
700058 (1) ·
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940114 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI N of BILBAO ST. ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.4 Mi S of Grant Rd. ' (1) ·
'0.4 mile North of 45th St' (1) ·
'1.2 Mi S of Grant Rd ' (1) ·
'1.5 Mi S of Grant Rd. ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.4Mi N of Ind. River Co.' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'Just North of SR70 on I95' (1) ·
'Lake Worth ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (1) ·
'SR-7 & SR-80 intersection' (1)
Latitude 016:
26381065 (1) ·
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Longitude 017:
80040620 (1) ·
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80422154 (1) ·
80424470 (1) ·
80424695 (1) ·
80501889 (1) ·
80505570 (1) ·
80510378 (1) ·
80510486 (1) ·
80510507 (1) ·
80510633 (1) ·
80522877 (1) ·
81043203 (1) ·
81043246 (1) ·
81072482 (1)
Owner 022:
Built 027:
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:
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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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