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:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Canoe Creek ' (1) ·
'E-2W CANAL ' (1) ·
'E3-canal ' (1) ·
'East Indian River Relief' (1) ·
'I 95 SR 9 ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'QUAIL COVEY ROAD ' (1) ·
'SR 70 ' (1) ·
'SR-40 ' (1) ·
'SR-91 N/S TPK ' (1) ·
'SR-91 Turnpike ' (1) ·
'St. Johns River ' (1) ·
'West Indian River Relief' (1)
Critical 006b:
Facility 007:
'East Island Access' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'EB US 98 SR 80 ' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'I-95 ' (1) ·
'JOG ROAD (SB) ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'SB I-95 to 6 Ave S' (1) ·
'Spanish River Blvd' (1) ·
'SR-520 EB ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB ON RP 81.9' (1) ·
'WB US 98 SR 80 ' (1) ·
'West Island Access' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
700217 (1) ·
790193 (1) ·
890148 (1) ·
890149 (1) ·
930418 (1) ·
930462 (1) ·
930510 (1) ·
930539 (1) ·
931007 (1) ·
931008 (1) ·
931009 (1) ·
931010 (1) ·
931011 (1) ·
934179 (1) ·
934346 (1) ·
934361 (1) ·
934468 (1) ·
934469 (1) ·
934913 (1) ·
935223 (1) ·
940135 (1) ·
940139 (1) ·
940140 (1)
Location 009:
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2mi. East of SR-91 ' (1) ·
'East of Ernest Lyons Bri.' (1) ·
'I-95 over SR-40 ' (1) ·
'NW Quad I-95/6th Ave S ' (1) ·
'SR 80 / I-95 Interchange ' (1) ·
'SR-520 EB-St. Johns River' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
'West of Ernest Lyons Bri.' (1)
Latitude 016:
26231230 (1) ·
26272575 (1) ·
26272647 (1) ·
26290135 (1) ·
26304774 (1) ·
26304823 (1) ·
26322016 (1) ·
26322087 (1) ·
26342010 (1) ·
26362838 (1) ·
26364054 (1) ·
26403385 (1) ·
26403455 (1) ·
26422701 (1) ·
26481194 (1) ·
26563620 (1) ·
27121600 (1) ·
27123400 (1) ·
27161795 (1) ·
27161803 (1) ·
27244459 (1) ·
28221009 (1) ·
29152514 (1)
Longitude 017:
80040879 (1) ·
80041085 (1) ·
80060834 (1) ·
80060838 (1) ·
80065730 (1) ·
80071860 (1) ·
80074643 (1) ·
80074938 (1) ·
80075297 (1) ·
80083008 (1) ·
80085039 (1) ·
80102125 (1) ·
80102180 (1) ·
80103398 (1) ·
80103466 (1) ·
80111100 (1) ·
80115000 (1) ·
80192218 (1) ·
80193090 (1) ·
80240662 (1) ·
80522246 (1) ·
81065740 (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: (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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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