Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CYPRESS WAY ' (1) ·
'I-95 (SR 9) ' (1) ·
'LOWSON BOULEVARD ' (1) ·
'McClure Road ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'NW 20TH ST WB ' (1) ·
'NW 20TH ST. EB ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'S. LAKE DRIVE ' (1) ·
'Spanish River Blvd' (1) ·
'SW 15TH AVE ' (1) ·
'Woolbright Road EB' (1) ·
'Woolbright Road WB' (1)
Number 008:
930540 (1) ·
934420 (1) ·
934421 (1) ·
934461 (1) ·
934468 (1) ·
934469 (1) ·
934922 (1) ·
934923 (1) ·
934924 (1) ·
935204 (1) ·
935205 (1) ·
935206 (1) ·
935207 (1) ·
935222 (1) ·
935303 (1) ·
935507 (1) ·
936701 (1)
Location 009:
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.2 MI W of CONGRESS AVE ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.2MI S of CAMINO GARDEN ' (1) ·
'0.2MI W OF I-95 ' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.5MI W of N DIXIE HIGHWY' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI W OF CONGRESS AVE ' (1) ·
'0.7MI W OF CONGRESS AVE.' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1MI SW OF US-441 ' (1) ·
'200FT N of NW 22ND STR ' (1) ·
'PALMETTO PK RD US-441 SR7' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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)
Culvert 062:
Inspect Date 090: (Click arrow to add another value)
Direction 102:
Deck Type 107:
Scour 113:
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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