Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
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County 003:
Place 004:
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'City St. & Crane Creek ' (1) ·
'CR-515 & Indian River ' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HOWARD CREEK ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'Okeechobee Waterway ' (1) ·
'Service Rd & Canal ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'US-17-92-St Johns River ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'CR-714 Indian St. ' (1) ·
'EB Spanish Rvr Bvd' (1) ·
'EB SR706 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SB US 1 ' (1) ·
'SR-401 NB ' (1) ·
'SR-401 SB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'SR-520 EB ' (1) ·
'SR-520 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 ' (1) ·
'WB Spanish River ' (1) ·
'WB SR 706 ' (1)
Number 008:
700006 (1) ·
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Location 009:
'.3 m N of Martin Co. line' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'EB SR800 .2mi West of A1A' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'SR 520 EB - Indian River ' (1) ·
'SR 520 WB Indian River ' (1) ·
'SR-401 NB - Barge Canal ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-528 EB over CR-515 ' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'WB SR800.2Mi west of US-1' (1)
Latitude 016:
26195316 (1) ·
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Longitude 017:
80041209 (1) ·
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80042805 (1) ·
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80430569 (1) ·
80444559 (1) ·
80444580 (1) ·
80542264 (1) ·
80550332 (1) ·
81011854 (1) ·
81012071 (1) ·
81190878 (1) ·
81191063 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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)
Culvert 062:
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: (Click arrow to add another value)
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 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)
Future 114:
Clearance 116:
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