Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- 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.
'BOYNTON CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'CSX-RR ' (1) ·
'Drainage Canal ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-1 Canal ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'N. NEW RIVER CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Ten Mile Creek ' (1)
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CENTRAL BLVD ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'OKEELANTA RD. ' (1) ·
'River Drive ' (1) ·
'SR-44 ' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'WB SR-70 ' (1)
790176 (1) ·
885812 (1) ·
890141 (1) ·
890142 (1) ·
894060 (1) ·
930392 (1) ·
930463 (1) ·
930464 (1) ·
931009 (1) ·
931010 (1) ·
934229 (1) ·
934522 (1) ·
940120 (1) ·
940121 (1) ·
940136 (1)
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'1.5mi East of Indiantown' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'AT US-27 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'SR-44 over CSX-RR ' (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)
Showing below up to 15 results in range #1 to #15.
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