Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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15583 (1) ·
15588 (1) ·
15691 (1) ·
15692 (1) ·
15694 (1) ·
15698 (1) ·
15700 (1) ·
15701 (1) ·
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15891 (1) ·
15901 (1) ·
15904 (1) ·
15954 (1) ·
19493 (1)
'C-15 CANAL ' (1) ·
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Donald Ross Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'E-1 CANAL ' (1) ·
'HILLSBORO L-14 CANAL ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9) ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 (EL RIO) CANAL ' (1) ·
'LWDD LAT 30 CANAL ' (1) ·
'LWDD LATERAL 14 CANAL ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 706 & I-95/SR706 Ramp' (1) ·
'SR 706 To NB I 95 ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'SR-91 Fl. Tpk ' (1)
'BARWICK RD ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'EB 706 To SB I-95 ' (1) ·
'Haverhill Rd ' (1) ·
'Hood Road ' (1) ·
'Indiantown Rd. ' (1) ·
'LAKERIDGE BLVD ' (1) ·
'LYONS ROAD ' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NW 20TH ST. EB ' (1) ·
'NW 5TH STREET ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PALMETTO PARK RD. ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'S. VERDE TRAIL ' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'US27 SR-25 & 80 ' (1) ·
'WB SR706 to SB 95 ' (1) ·
'WB SR706 to SB I95' (1)
930030 (1) ·
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934924 (1) ·
934927 (1) ·
935501 (1)
'.2MI S of LINDELL BLVD ' (1) ·
'.5 mi East of I-95 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 mile South of SR 706 ' (1) ·
'0.4 MI W of SR-7 (US-441)' (1) ·
'0.5MI W of N DIXIE HWY ' (1) ·
'0.7MI N OF LAKE IDA ROAD ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.8MI N OF LANTANA ROAD ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'2.35MI E OF HENDRY CO LIN' (1) ·
'At S Military Trail ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'I 95 SR 706 Interchange ' (1) ·
'I 95 SR706 interchange ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'I-95 / SR 706 interchange' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'PALMETTO PK RD US-441 SR7' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'South of Ramp to SR 706 ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
'Tpk. SR 706 Interchange ' (1) ·
'Tpk. / SR 706 Interchange' (1)
25564070 (1) ·
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26212624 (1) ·
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26560606 (1) ·
26561100 (1) ·
26561248 (1)
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80112200 (1) ·
80120027 (1) ·
80121038 (1) ·
80170170 (1) ·
80402235 (1) ·
80510902 (1) ·
80901477 (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)
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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 27 results in range #1 to #27.
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