Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'Port Malabar Bl EB' (1) ·
'Robt J Conla Bl EB' (1) ·
'Robt J Conla Bl WB' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1)
Number 008:
704150 (1) ·
704151 (1) ·
705910 (1) ·
934420 (1) ·
934421 (1) ·
935209 (1) ·
935210 (1) ·
935307 (1) ·
935308 (1) ·
937352 (1) ·
937361 (1) ·
937362 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
949901 (1) ·
949902 (1)
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI N OF OKEECHOBEE BLV' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'1.35 mi North of SR-516 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
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) ·
N/A (1)
Culvert 062:
Direction 102: (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:
Showing below up to 17 results in range #1 to #17.
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