Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- 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.
'Bessey Creek ' (1) ·
'C-15 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal 29 (5 mile creek) ' (1) ·
'CANAL C-17 ' (1) ·
'Canoe Creek ' (1) ·
'CR 702 45th Street ' (1) ·
'E-1 Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Reed Canal ' (1) ·
'SR 91 TPK ' (1) ·
'SR-806 Atlantic Ave ' (1)
'CLINT MOORE RD ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-512 ' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'I 95 SR 9 ' (1) ·
'MARGINAL RD ' (1) ·
'Military Trail ' (1) ·
'PARK AVE. W. ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'Spanish River Blvd' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SW 48th Avenue ' (1)
796500 (1) ·
884067 (1) ·
894061 (1) ·
930401 (1) ·
930460 (1) ·
930520 (1) ·
931006 (1) ·
934164 (1) ·
934214 (1) ·
934470 (1) ·
934929 (1) ·
935223 (1) ·
940056 (1) ·
940152 (1)
'0.3Mi E of Military Trail' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.3MI W OF CONGRESS AVE ' (1) ·
'0.4MI S OF LINTON BLVD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'At Exit 74 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'SR-80 & Military Trail ' (1) ·
'SR-808 at SR-7 Boca Raton' (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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 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)
Showing below up to 14 results in range #1 to #14.
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