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.
'C-24 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'FTPK & S Macedo Blvd. ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'I-95 (S.R. 9) ' (1) ·
'I-95 (SR-9) ' (1) ·
'Long Creek ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'N Fork St. Lucie River ' (1) ·
'N. Fork St. Lucie River ' (1)
'Becker Road ' (1) ·
'Crosstown Parkway ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'HYPOLUXO ROAD EB ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'WB Prt St Lucie Bd' (1) ·
'WB St. Lucie Blvd.' (1)
934345 (1) ·
934346 (1) ·
940108 (1) ·
940109 (1) ·
940111 (1) ·
940112 (1) ·
940113 (1) ·
940114 (1) ·
940139 (1) ·
940140 (1) ·
940144 (1) ·
940145 (1) ·
940160 (1) ·
940161 (1) ·
944018 (1) ·
945274 (1)
'0.1Mi. E of Bayshore Blvd' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2mi. East of SR-91 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'Becker Rd/I-95 interchge ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 over Midway Road ' (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.