Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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'C-23 CANAL ' (1) ·
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'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
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Lake Washington Road (1)
'Benoist Farms Rd ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-606 Oslo Rd. ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
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'SR-528 EB ' (1) ·
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'SR91 SB TPK 152.9 ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-1 (SR-5) ' (1) ·
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I-95 SB (1)
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'.2MI S of LINDELL BLVD ' (1) ·
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'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'At John Stretch Park ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 over US-192 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'No. City Line Boca Raton ' (1) ·
'Oslo Rd. over I-95 ' (1) ·
'SR-404 EB - Indian River ' (1) ·
'SR-404 EB -Indian Riv Rel' (1) ·
'SR-404 WB - Indian River ' (1) ·
'SR-404 WB-Indian River ' (1) ·
'SR-528 EB over SR-3 ' (1) ·
'SR-528 WB over SR-3 ' (1) ·
'SR-710 TPK Interchange ' (1) ·
I-95 SB -Lk Washington Rd (1)
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80482472 (1)
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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)
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 31 results in range #1 to #31.
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