Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- 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.
'BOYNTON CANAL ' (1) ·
'C-15 Canal ' (1) ·
'C.S.X. R/R ' (1) ·
'CANAL-17 ' (1) ·
'Canoe Creek ' (1) ·
'Casa Mar Dr ' (1) ·
'CSX RR ' (1) ·
'E-1 Canal ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1)
'Australian Ave. ' (1) ·
'CLINT MOORE RD ' (1) ·
'E Gateway Blvd ' (1) ·
'Forest Hill Blvd. ' (1) ·
'Hypoluxo Rd ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lantana Road ' (1) ·
'Lyons Rd ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'Old Dixie Highway ' (1) ·
'Spanish River Blvd' (1) ·
'Woolbright Road ' (1)
930300 (1) ·
930359 (1) ·
930433 (1) ·
930445 (1) ·
930517 (1) ·
930529 (1) ·
934329 (1) ·
934362 (1) ·
934365 (1) ·
934366 (1) ·
934929 (1) ·
934953 (1) ·
934954 (1) ·
935222 (1) ·
935223 (1)
'0.3Mi E of Military Trail' (1) ·
'0.7MI N OF BOYNTON BCH BL' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5mi E of Jog Rd. ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'AT US-441 SR-7 ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'North of P. Beach Airport' (1) ·
'W of I 95 on Woolbright ' (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.
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