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 STANLEY WEAVER CANAL ' (1) ·
'Canal - D ' (1) ·
'CANAL E-4 ' (1) ·
'FISHTAIL CANAL ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'KELLER (E-4) CANAL ' (1) ·
'KELLER CANAL E-4 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L30 Canal ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'Reed Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR-507 ' (1)
'10TH AVE. NORTH ' (1) ·
'2nd AVENUE NORTH ' (1) ·
'BARWICK RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'Hagen Ranch Road ' (1) ·
'Haverhill Rd ' (1) ·
'KELLER ROAD ' (1) ·
'LAKE IDA ROAD ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
'SR-507 ' (1) ·
'SR-715 ' (1) ·
'US-1 ' (1) ·
'US-98 (SR-80) ' (1) ·
'W LAKE RD CR-717 ' (1)
700186 (1) ·
790012 (1) ·
930107 (1) ·
930402 (1) ·
930471 (1) ·
934359 (1) ·
934364 (1) ·
934455 (1) ·
934505 (1) ·
934513 (1) ·
934903 (1) ·
934950 (1) ·
934958 (1) ·
934965 (1) ·
935203 (1) ·
936350 (1)
'0.2 MI W of I-95 ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5Mi E of SR807 Congress' (1) ·
'0.5MI. W OF I-95 ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8MI N OF BOYNTON BCH BD' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'4 miles west of SR 7 ' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'At S Military Trail ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-1 over Reed Canal ' (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)
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 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)
Showing below up to 16 results in range #1 to #16.
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