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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17869 (1) ·
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'Australian Ave and Canal' (1) ·
'Australian Avenue ' (1) ·
'Belvedere Rd to SB I-95 ' (1) ·
'Belvedere Road ' (1) ·
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'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
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'LWDD E- 2W CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
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'Rowland Canal ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
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'I 95 SR 9 NB ' (1) ·
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'NB I-95 to PBIA R ' (1) ·
'Oslo Rd (CR-606) ' (1) ·
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'Roebuck Road ' (1) ·
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'SB I 95 SR 9 ' (1) ·
'SB I 95 to SR 80 ' (1) ·
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US-192 EB (1) ·
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'0.25 mi N of Belvedere Rd' (1) ·
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'1.9 Mi E of US-441 ' (1) ·
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'1.9 Miles East of US-441 ' (1) ·
'2Mi. West of CR-512 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
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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 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)
10063 (1) ·
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181308 (1) ·
198658 (1) ·
23422 (1) ·
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25813 (1) ·
27760 (1) ·
28275 (1) ·
288 (1) ·
29842 (1) ·
5899 (1) ·
7634 (1) ·
8328 (1) ·
9196 (1)
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