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.
'BESSEY CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FEC Railroad ' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'Indian River ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'PHIPP CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(OKEECH BV INT)' (1)
'CR-505 ROSELAND RD' (1) ·
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR A1A ' (1) ·
'SR-510 Wabasso Rd ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 SB TPK 100.15' (1) ·
'SR91 SB TPK 134.32' (1) ·
'US-1 ' (1)
700007 (1) ·
700008 (1) ·
880051 (1) ·
880053 (1) ·
884019 (1) ·
890068 (1) ·
890082 (1) ·
890085 (1) ·
930142 (1) ·
930159 (1) ·
930239 (1) ·
930269 (1) ·
930334 (1) ·
940047 (1) ·
940050 (1)
'0.5mi. East of US-1 ' (1) ·
'0.7Mi East of US-1 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.4MI E OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
'WEST PALM BEACH INTERCH. ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (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 15 results in range #1 to #15.