Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'BARBARA BASIN ' (1) ·
'CHENEY WAY/CSX RR ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'MAIN CANAL ' (1) ·
'NORTH CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 802 LAKE WORTH RD ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'ST. LUCIE RIVER ' (1)
'33rd Street ' (1) ·
'CONGRESS AVE (NB) ' (1) ·
'CONGRESS AVE (SB) ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'EB SR60 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'SILVER FOX LANE ' (1) ·
'SIMARA STREET ' (1) ·
'SR-60 WB ' (1) ·
'SR91 N/S TPK 93.3 ' (1) ·
'SR91 NB TPK 109.5 ' (1)
884057 (1) ·
884058 (1) ·
884059 (1) ·
884060 (1) ·
884100 (1) ·
884104 (1) ·
894042 (1) ·
894062 (1) ·
895505 (1) ·
931001 (1) ·
931013 (1) ·
934155 (1) ·
934156 (1) ·
934369 (1) ·
944011 (1) ·
944012 (1)
'0.1 MI West of SR-76 ' (1) ·
'0.25MI E OF SEWALLS PT RD' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI N OF 45TH STREET ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.8 MI W OF US-1 ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'2.0 MILES N OF SR 812 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (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)
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)
Showing below up to 16 results in range #1 to #16.
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