Drilldown: bridge data
From Indian River Lagoon Project
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'BELCHER CANAL C-25 ' (1) ·
'Berrys Canal ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'CR-3 ' (1) ·
'CROOKED CREEK ' (1) ·
'Deep Creek ' (1) ·
'L-10 Canal ' (1) ·
'Little Haw Creek ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'Middle Haw Creek ' (1) ·
'SR 91 TPK ' (1) ·
'SR-518 ' (1) ·
'Summit Boulevard ' (1) ·
'Tomoka River ' (1) ·
'Tomoka River ' (1) ·
'Turnbull Creek ' (1)
'CR603(JOHNSTON RD)' (1) ·
'CR708 125.4 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Haverhill Rd ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'INDIANTOWN ROAD ' (1) ·
'Levee Road ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-40 ' (1) ·
'SR-404 WB ' (1) ·
'SR-44 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'TAYLOR DAIRY ROAD ' (1) ·
'US-1 NB ' (1) ·
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'US-17 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1)
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'0.1 MILE WEST OF I-95 ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'1.4 MILES WEST OF TPK ' (1) ·
'100FT N OF ANGLE ROAD ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'300FT East of CR-717 ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-40 - Little Haw Creek ' (1) ·
'SR-40 over Middle Haw Cr.' (1) ·
'SR-404 WB over CR-3 ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'US-1 NB - Turnbull Creek ' (1) ·
'US-1 SB - Turnbull Creek ' (1) ·
'US-17 over Deep Creek ' (1) ·
'US-92 EB -Tomoka River ' (1) ·
'US-92 WB-Tomoka River ' (1)
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81232561 (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.
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