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-37 Canal ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'DITCH NO. 34 ' (1) ·
'DITCH NO. 46 ' (1) ·
'E-1 CANAL ' (1) ·
'I-95 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E1 CANAL ' (1) ·
'M CANAL ' (1) ·
'N CANAL ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'SOUTH RELIEF CANAL ' (1) ·
'SR 804 BOYNTON BCH BLVD ' (1) ·
'TIDAL CANAL ' (1) ·
'WILLOUGHBY CREEK ' (1)
'20TH AVENUE ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'CR-512 ' (1) ·
'CR-615 (66TH AVE) ' (1) ·
'HAVERHILL ROAD ' (1) ·
'INDIAN STREET ' (1) ·
'Minton Rd. ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'Palm Bay Library ' (1) ·
'SIMARA STREET ' (1) ·
'SR91 N/S TPK 86.95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'SUMMIT BLVD ' (1) ·
'VANDEGRIFT-WILL RD' (1) ·
'YAMATO RD ' (1)
704143 (1) ·
704256 (1) ·
880006 (1) ·
880041 (1) ·
880042 (1) ·
884062 (1) ·
894040 (1) ·
895504 (1) ·
930428 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
930438 (1) ·
934228 (1) ·
934256 (1) ·
934506 (1) ·
934922 (1) ·
934923 (1) ·
934928 (1)
'0.3MI E of SR-7 (US-441) ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.5 MILES WEST OF SR-809 ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI E of DIXIE HWY A1A ' (1) ·
'0.7Mi S OF CR-702/45TH ST' (1) ·
'1 MI N OF SR-60 ' (1) ·
'10ft. E of Minton Road ' (1) ·
'1MILE E OF HATTON HWY ' (1) ·
'2.6 MILES S OF SR-60 ' (1) ·
'3.7 MILES NORTH OF SR-60 ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'650FT E OF SEWALLS PT. RD' (1) ·
'Minton Road-I-95 ' (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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 20 results in range #1 to #20.
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