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.
ObjectID:
'Aurantia Rd. ' (1) ·
'Bear Wildlife Crossing ' (1) ·
'Berrys Canal ' (1) ·
'Cougar Wildlife Crossing' (1) ·
'CR 708 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'Dirksen Dr ' (1) ·
'Drainage Ditch ' (1) ·
'FECRR ' (1) ·
'Header Canal ' (1) ·
'I-4 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Nova Canal ' (1) ·
'Nova Road Canal ' (1) ·
'Padgett Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-404 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St. Lucie Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1) ·
'US-1 ' (1) ·
'US-1 & FECRR ' (1) ·
'WB SR 80 ' (1)
'8th Street ' (1) ·
'EB SR706 ' (1) ·
'I-4 EB ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 SB ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR 807 ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR 807 ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'Sixth St. ' (1) ·
'SR 400 EB ' (1) ·
'SR 400 WB ' (1) ·
'SR-400 ' (1) ·
'SR-405 EB ' (1) ·
'SR-405 WB ' (1) ·
'SR-44 ' (1) ·
'SR-472 WB ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-5A ' (1) ·
'US-1 SB ' (1) ·
'WB SR 70 ' (1) ·
'WB SR 706 ' (1) ·
'WB SR 786 ' (1)
Number 008:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1st overpass east of I-95' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'8th St West of SR-5A ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 EB - Padgett Creek ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'i-4 WB - Cougar Crossing ' (1) ·
'I-4 WB over Bear Crossing' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 over Midway Road ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'Sixth St. & Nova Rd Canal' (1) ·
'SR 400 EB - Bear Crossing' (1) ·
'SR 400 EB - Cougar Crossi' (1) ·
'SR-405 EB - FECRR ' (1) ·
'SR-405 EB - US-1 ' (1) ·
'SR-405 WB - FECRR ' (1) ·
'SR-405 WB - US-1 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-528 EB - US-1& FECRR ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'SR-5A over Nova Canal ' (1) ·
'US-1 SB - SR-404 ' (1)
Latitude 016:
Longitude 017:
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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 46 results in range #1 to #46.
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