Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- 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.
'Bessey Creek ' (1) ·
'CANAL E-84 ' (1) ·
'Indian River Relief East' (1) ·
'Indian River West Relief' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD L-5 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'N Fork Loxahatchee River' (1) ·
'Reed Canal ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-3 ' (1) ·
'SR-91 N/S TPK ' (1)
'BRANT DR/CARL BOTT' (1) ·
'CENTRAL PK BL S EB' (1) ·
'CR-512 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'MARGINAL RD ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'SR-404 EB ' (1) ·
'SR-404 WB ' (1) ·
'SR-528 ' (1) ·
'SR-528 EB ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SW 48th Avenue ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1)
700017 (1) ·
700076 (1) ·
700078 (1) ·
700111 (1) ·
700142 (1) ·
700144 (1) ·
796500 (1) ·
884067 (1) ·
894061 (1) ·
930537 (1) ·
930538 (1) ·
931011 (1) ·
934214 (1) ·
934920 (1) ·
935501 (1) ·
936776 (1) ·
940050 (1) ·
940053 (1) ·
945262 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'0.3MI S OF PIONEER RD ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'1.2MI. W of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'At John Stretch Park ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'Intrsect w Reed Canal Rd ' (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)
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 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 19 results in range #1 to #19.