Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'BOYNTON CANAL C-16 ' (1) ·
'CANAL C-24 ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'CR 709 & FECRR ' (1) ·
'E-1 Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
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'L-6 Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-507 ' (1) ·
'SR-710 ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'Ten Mile Creek ' (1) ·
'Tomoka River ' (1)
'CONGRESS AVE ' (1) ·
'Hypoluxo Rd ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
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'MAPP RD ' (1) ·
'NB I-95 (SR 9) ' (1) ·
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'NB SR-615 ' (1) ·
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'SB SR- 615 ' (1) ·
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'SOUTH BEND BLVD. ' (1) ·
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'U.S.-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
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'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1)
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'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
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'1000'W of SR5 & E ofSR811' (1) ·
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'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
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'4.3 m N of Martin Co Line' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
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'SR-472 WB over I-4 ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 NB over Rose Bay ' (1) ·
'US-1 SB - Spruce Creek ' (1) ·
'US-1 SB-Spruce Creek ' (1) ·
'US-1SB - Spruce Cr. S. ' (1)
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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)
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) ·
Bridge not over waterway. (1)
Showing below up to 33 results in range #1 to #33.
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