Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
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19417 (1)
'Banana River ' (1) ·
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'C-17 Canal ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
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'Halifax River IWW ' (1) ·
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'HILLSBORO L-14 CANAL ' (1) ·
'I-4 ' (1) ·
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'IWW Halifax River ' (1) ·
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'LWDD LAT 17 CANAL ' (1) ·
'SR-524 ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Tomoka River ' (1) ·
'Turkey Creek ' (1) ·
'US 92 ' (1) ·
Tillman Canal (1)
'ARMONE PLACE ' (1) ·
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'CONGRESS AVE SB ' (1) ·
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'E/B S.R. 704 ' (1) ·
'EB Blue Heron Blvd' (1) ·
'I-4 EB Ramp A ' (1) ·
'I-4 Ramp B ' (1) ·
'Port Malabar BL WB' (1) ·
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'SR A1A ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-520 WB ' (1) ·
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'SR-528 WB ' (1) ·
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'US-98 SR700 US441 ' (1) ·
SR-507 SB (1)
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'0.1MI E of SW 9TH AVE ' (1) ·
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'0.23 MI N FPL POWER PLANT' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.6 MILE WEST OF US-1 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'ADJ. TO N. SIDE OF SR-880' (1) ·
'AT SR-7 US-441 ' (1) ·
'Belle Glade 1Mi W SR-80 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-4 EB Ramp A to US-92 ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-520 WB - Banana River ' (1) ·
'SR-700 CANAL POINT ' (1) ·
'US 192 WB over Indian Riv' (1) ·
'US-1 NB - Tomoka River ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1) ·
SR-507 SB-Tillman Canal (1)
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81070700 (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 29 results in range #1 to #29.