Drilldown: bridge data
From Indian River Lagoon Project
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'BOYNTON CANAL C-16 ' (1) ·
'C-51 W.P.B. CANAL ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Creek ' (1) ·
'E-3 CANAL ' (1) ·
'I-95 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LATERAL U CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD L-30 CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'S-5 Discharge Canal ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Turkey Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'WILLOUGHBY CREEK ' (1) ·
Six Mile Creek (1)
'BISCAYNE DRIVE ' (1) ·
'CR-512 ' (1) ·
'CR-613 (58TH AVE.)' (1) ·
'CR-76A ' (1) ·
'DONALD ROSS RD WB ' (1) ·
'EB SR706 ' (1) ·
'HURON WAY ' (1) ·
'Indian Lake Road ' (1) ·
'JOG ROAD SB ' (1) ·
'LAWRENCE ROAD ' (1) ·
'Levee Road ' (1) ·
'NEW ENGLAND BLVD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Port St. John Pkwy' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SR-44 ' (1) ·
'SR-50 ' (1) ·
'SR-714 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'US-1 ' (1) ·
'US-98 SR700 US441 ' (1) ·
'WB SR 706 ' (1) ·
SR-46 (1)
700178 (1) ·
700194 (1) ·
700199 (1) ·
700203 (1) ·
790128 (1) ·
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884065 (1) ·
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935750 (1)
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E OF US-441 SR-7 ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.3MI S OF SR-60 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.8Mi N OF BOYNTON BCH B ' (1) ·
'0.8MI WEST OF US-1 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.9Mi S of WOOLBRIGHT ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'Indiantown Rd./ICW ' (1) ·
'Indiantown Rd/ ICW ' (1) ·
'Port St. John Pkwy - I-95' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-50 1.0 Mi East of I-95' (1) ·
'SR-700 CANAL POINT ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 over Turkey Creek ' (1) ·
SR-46 over Six Mile Cr (1)
26232019 (1) ·
26284041 (1) ·
26290213 (1) ·
26321988 (1) ·
26352544 (1) ·
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80344732 (1) ·
80365199 (1) ·
80375380 (1) ·
80383118 (1) ·
80491650 (1) ·
80492277 (1) ·
80495858 (1) ·
80543618 (1) ·
80553031 (1) ·
81091698 (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 25 results in range #1 to #25.
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