Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'4th St. and Canal D ' (1) ·
'90th Ave. ' (1) ·
'C-54 Canal ' (1) ·
'Dirksen Drive ' (1) ·
'E-1-E CANAL ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Jupiter Creek ' (1) ·
'LATERAL A CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Padgett Creek ' (1) ·
'South Relief Canal ' (1) ·
'SR-524 ' (1) ·
'SR-76 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Turkey Creek ' (1) ·
'US-1 ' (1) ·
Banana River Relief (1) ·
Fellsmere Canal (1) ·
Horse Creek (1)
'49th St Lindsey Rd' (1) ·
'CR-516 ' (1) ·
'CR-611 (45th ST.) ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-714 ' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB SR808 Glades Rd' (1) ·
I-95 SB (1) ·
SR-520 (1) ·
US-1 (1)
700054 (1) ·
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'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.0 mi S of SR-60 ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.7 Miles South of SR-60 ' (1) ·
'800 ft West of I 95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'At CR-615 (66th Ave) ' (1) ·
'Buffer Preserve Drive ' (1) ·
'CR-516 over I-95 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'I-95 NB - SR-524 ' (1) ·
'I-95 NB over US-1 ' (1) ·
'I-95 SB - SR-524 ' (1) ·
'South of St Lucie Canal ' (1) ·
'SR 808 / I 95 Interchange' (1) ·
'SR 808 I 95 Interchange ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
Over Fellsmere Canal (1) ·
SR-520 - Banana River (1) ·
US-1 over Horse Creek (1)
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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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Bridge foundations (including piles) on dry land well above flood water elevations. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Showing below up to 32 results in range #1 to #32.