Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027:
2000
& Culvert 062 :
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. or
Other
Use the filters below to narrow your results.
'B19 Canal ' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Canal ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'Creek ' (1) ·
'E-1 Canal ' (1) ·
'Hillsboro (L-14) Canal ' (1) ·
'I-4 ' (1) ·
'L-6 Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-710 ' (1) ·
'Tomoka River ' (1)
'Driveway Ent. Exit' (1) ·
'Hypoluxo Rd ' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'LYONS ROAD ' (1) ·
'Madeline Avenue ' (1) ·
'NB SR-615 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-46 ' (1) ·
'SR-472 WB ' (1) ·
'SR-715 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR70 WB Okeechobee' (1) ·
'U.S.-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1)
700195 (1) ·
790155 (1) ·
790157 (1) ·
790159 (1) ·
790162 (1) ·
790186 (1) ·
790190 (1) ·
790199 (1) ·
794188 (1) ·
930466 (1) ·
930470 (1) ·
930471 (1) ·
934362 (1) ·
934956 (1) ·
940136 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1) ·
944014 (1)
'0.6 Mi E of Williamson Bv' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1400ft. N. of SR-400 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Port of Palm Beach ' (1) ·
'SR-472 WB over I-4 ' (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)
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 not over waterway. (1)
Showing below up to 20 results in range #1 to #20.
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