Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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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.
'BOLLES CANAL (L-21) ' (1) ·
'BOYNTON CANAL ' (1) ·
'CANAL E-4 ' (1) ·
'E-1 Canal ' (1) ·
'E3 CANAL ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FL TPK SR-91 ' (1) ·
'Hillsboro Canal L14 ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL #30 ' (1) ·
'LWDD C-16 CANAL ' (1) ·
'LWDD E 3-1/2 CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'M CANAL ' (1) ·
'Main Relief Canal ' (1) ·
'RCA CANAL ' (1) ·
'SR-507 ' (1)
'27th Street ' (1) ·
'57th Street ' (1) ·
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CAMINO REAL ' (1) ·
'CONGRESS AVE ' (1) ·
'Hypoluxo Rd ' (1) ·
'LAKE IDA ROAD ' (1) ·
'Melaleuca Lane ' (1) ·
'NW 13 ST ' (1) ·
'PROS. FARMS ROAD ' (1) ·
'SEACREST BLVD. ' (1) ·
'SR-15 Main St. ' (1) ·
'SR-507 ' (1) ·
'SR91 N/S TPK 83.91' (1) ·
'SR91 N/S TPK 87.74' (1) ·
'SUMMIT BLVD ' (1) ·
'US-27 (SR-25) ' (1)
700186 (1) ·
884077 (1) ·
884093 (1) ·
930338 (1) ·
930342 (1) ·
930463 (1) ·
930464 (1) ·
931009 (1) ·
931010 (1) ·
934139 (1) ·
934228 (1) ·
934258 (1) ·
934361 (1) ·
934367 (1) ·
934499 (1) ·
934960 (1) ·
934964 (1) ·
934965 (1) ·
935215 (1)
'0.03Mi E of NW 15TH AVE ' (1) ·
'0.3MI E OF CONGRESS ' (1) ·
'0.4 MI W of US-1 ' (1) ·
'0.4MI W OF HAVERHILL BLVD' (1) ·
'0.6Mi NORTH OF SR-804 ' (1) ·
'0.7 MI NORTH OF SR-804 ' (1) ·
'0.7MI S OF 45TH STREET ' (1) ·
'1.1 MI E OF JOG ROAD ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'2.12 MI NORTH OF SR-806 ' (1) ·
'At CR-615 (66th Ave.) ' (1) ·
'At East Canal St. ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'S SIDE OF RCA/MONET ROAD ' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-27 OVER BOLLES CANAL ' (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)
Bridge foundations (including piles) on dry land well above flood water elevations. (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)
Showing below up to 19 results in range #1 to #19.
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