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.
'E-1-E CANAL ' (1) ·
'E-2 East Canal ' (1) ·
'E-2 West Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'JONES CREEK ' (1) ·
'Jupiter Creek ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'M CANAL ' (1) ·
'Military Trail & CSX RR ' (1) ·
'Padgett Creek ' (1) ·
'SIMS CREEK ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Turkey Creek ' (1)
'CENTER STREET ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'I-4 WB ' (1) ·
'Indiantown Road ' (1) ·
'JOG ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PIONEER ROAD ' (1) ·
'SANDALFOOT BLVD ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SEMINOLE/PRATTWHT.' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 ' (1)
700203 (1) ·
790941 (1) ·
890121 (1) ·
890122 (1) ·
930246 (1) ·
930265 (1) ·
930414 (1) ·
930415 (1) ·
930420 (1) ·
934146 (1) ·
934147 (1) ·
934151 (1) ·
934221 (1) ·
934297 (1) ·
934347 (1) ·
934403 (1)
'0.2MI WEST OF OF A1A ' (1) ·
'0.3MI E OF SR-7 US-441 ' (1) ·
'0.6MI NE OF INDIANTOWN RD' (1) ·
'0.8MI E of INDIANTOWN RD ' (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) ·
'2.3 Mi. East of I-95 ' (1) ·
'4MI N OF OKEECHOBEE BLVD.' (1) ·
'800 ft West of I 95 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-4 WB - Padgett Creek ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 over Turkey Creek ' (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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.