Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge data (1468)
- definition (254)
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'Belcher Canal (C-25) ' (1) ·
'C-18 Canal ' (1) ·
'Canal C-46 ' (1) ·
'CANAL E-1 ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
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'L-6 Canal ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
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'LWDD E-4 Canal ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'Nova Canal ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'RIO MAR BAY ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'Tomoka River ' (1) ·
Indian River ICW (1)
'ARMONE PLACE ' (1) ·
'Big Tree Road ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CR-516 ' (1) ·
'Eldron Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'NB SR-615 ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR-46 ' (1) ·
'SR-472 WB ' (1) ·
'SR-518 ' (1) ·
'SR-715 ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-80WB (Southern)' (1) ·
'SR70 WB Okeechobee' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-1SB ' (1) ·
'VETERANS WALK ' (1) ·
'WB SR-710 ' (1) ·
SR-518 (1)
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'0.19Mi. E of Congress Ave' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.7 Mi. E. of I-95 ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.0Mi. S of Malabar Rd NE' (1) ·
'3 Miles West of SR-786 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'CR-516 over I-95 ' (1) ·
'INSIDE RIVERSIDE PARK ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'SR-472 WB over I-4 ' (1) ·
'SR-518 - Indian River Rel' (1) ·
'SR-5A - Big Tree Rd ' (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) ·
SR-518 over Indian River (1)
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Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 27 results in range #1 to #27.