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-3 ' (1) ·
'Drainage Canal ' (1) ·
'E-2 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'E-3 Canal ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'George King Blvd ' (1) ·
'KELLER CANAL ' (1) ·
'Kings Road ' (1) ·
'M-2 CANAL ' (1) ·
'SR-524 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
George King Blvd (1)
'CENTER DRIVE ' (1) ·
'Forest Hill Blvd. ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'OKEECHOBEE BLVD. ' (1) ·
'Pioneer Road ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-404 EB ' (1) ·
'SR-407 ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-808 Glades Road' (1) ·
'SR-A1A NB ' (1) ·
SR-A1A SB (1)
700054 (1) ·
700090 (1) ·
700128 (1) ·
700145 (1) ·
700210 (1) ·
700211 (1) ·
890126 (1) ·
890130 (1) ·
890131 (1) ·
930414 (1) ·
930415 (1) ·
934240 (1) ·
934329 (1) ·
934357 (1) ·
934721 (1) ·
940143 (1)
'.25mi W OF I-95 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI W OF SEM PRATT WHIT' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'SR-404 EB over CR-3 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
SR-A1A SB- George King (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)