Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
'CR-92 EB ' (1) ·
'CR-92 WB ' (1) ·
'EB 706 To SB I-95 ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Hood Road ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'Orange Avenue ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SR-80EB (Southern)' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WB SR706 to SB I95' (1)
790042 (1) ·
790100 (1) ·
790185 (1) ·
790186 (1) ·
794120 (1) ·
794121 (1) ·
794186 (1) ·
890085 (1) ·
930382 (1) ·
930383 (1) ·
930384 (1) ·
930390 (1) ·
930398 (1) ·
930408 (1) ·
930467 (1) ·
930468 (1)
'0.25 Mi E of US-1 SR-5 ' (1) ·
'0.4 Mi West of US 17-92 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 Interchange' (1) ·
'PUMP STA. AT 20 MI. BEND ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (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 16 results in range #1 to #16.