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.
'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'C-52 Canal ' (1) ·
'Header Creek Canal ' (1) ·
'Indian River Relief ' (1) ·
'KELLER CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'NB I-95 to Belvedere Rd.' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Ten Mile Creek ' (1)
'Bay Drive ' (1) ·
'CENTER DRIVE ' (1) ·
'EB SR 70 ' (1) ·
'I 95 to PBIA Ramp ' (1) ·
'PBIA to I-95 Ramp ' (1) ·
'SB I 95 to SR 80 ' (1) ·
'SR 70 EB ' (1) ·
'SR 80 to NB I-95 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-192 EB ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
700234 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
880090 (1) ·
880091 (1) ·
885811 (1) ·
930477 (1) ·
930478 (1) ·
930479 (1) ·
930480 (1) ·
930537 (1) ·
930538 (1) ·
934357 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
'0.1 Mile West of A1A ' (1) ·
'0.3 mile North of SR 80 ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'At John Stretch Park ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Just N. of Southern Blvd ' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-192 EB - Indian Riv ' (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 17 results in range #1 to #17.