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.
'C-18 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1)
'Central Blvd ' (1) ·
'EB PGA Blvd. ' (1) ·
'EB SR 786 ' (1) ·
'EB SR-710 ' (1) ·
'HOOD RD 110.944 ' (1) ·
'I 95 NB SR 9 ' (1) ·
'I 95 SR 9 ' (1) ·
'Investment Lane ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'WB PGA Blvd. ' (1) ·
'WB SR 786 ' (1) ·
'WB SR-710 ' (1)
930106 (1) ·
930335 (1) ·
930336 (1) ·
930349 (1) ·
930356 (1) ·
930378 (1) ·
930379 (1) ·
930441 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930516 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
934162 (1)
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5 E of Military Trail ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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