Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
'ANGLE RD & BELCHER CANAL' (1) ·
'BELCHER C-25 CANAL ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'FEC Railroad ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'FPL Nuc Plant Intake Cnl' (1) ·
'ICWW ' (1) ·
'LITTLE MUD CREEK ' (1) ·
'MOORES CREEK ' (1) ·
'Relief E.of North Bridge' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'TEN MILE CREEK ' (1)
'CR-707(Citrus Ave)' (1) ·
'CR68 ORNG AV 156.1' (1) ·
'KEENE ROAD/CR-611 ' (1) ·
'NB SR-615 ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PICOS RD 154.90 ' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1)
940046 (1) ·
940047 (1) ·
940053 (1) ·
940055 (1) ·
940056 (1) ·
940057 (1) ·
940072 (1) ·
940073 (1) ·
940084 (1) ·
940085 (1) ·
940094 (1) ·
940134 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1) ·
940158 (1) ·
944014 (1) ·
945000 (1)
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'1.16 MI S OF SR-68 ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.9 MI N OF SR-70 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'At ANGLE RD(CR-607A) ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'NORTH OF BLIND CREEK ' (1) ·
'South Causeway over ICWW ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Showing below up to 19 results in range #1 to #19.
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