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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Use the filters below to narrow your results.
'CANAL-17 ' (1) ·
'Clint Moore Road ' (1) ·
'CR 708 ' (1) ·
'CSX-RR ' (1) ·
'DANFORTH CREEK ' (1) ·
'Header Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I 95 and SR 704 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 91 TPK ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1)
'CR708 125.4 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'Haverhill Rd ' (1) ·
'Lantana Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-44 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB SR 70 ' (1) ·
'WB SR704 to SB I95' (1)
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'0.1 MILE WEST OF I-95 ' (1) ·
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'0.7MI N of Northlake Blvd' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1)
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81211769 (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 23 results in range #1 to #23.