Drilldown: bridge data
From Indian River Lagoon Project
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'14TH STREET CANAL ' (1) ·
'C-18 Canal ' (1) ·
'Creek ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Earman River (C-17) ' (1) ·
'HOWARD CREEK ' (1) ·
'Intracoastal Waterway ' (1) ·
'LAT CANL #45(GLADES INT)' (1) ·
'LATERAL CANAL #38 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SR 710 & SCL RR ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-706 Indiantown Rd. ' (1) ·
'SR-76 ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'TEN MILE CREEK ' (1)
'CR-603-IND RIV BLV' (1) ·
'NB I 95 SR9 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-1 ' (1) ·
'PALMETTO PARK ROAD' (1) ·
'SB I 95 SR9 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 91 TPK RMP 76.3' (1) ·
'SR-76 ' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 106.1' (1) ·
'SR91 N/S TPK 107.8' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 92.1 ' (1) ·
'US-1 ' (1) ·
'US-1 (SR-5) ' (1)
790116 (1) ·
884054 (1) ·
890079 (1) ·
890084 (1) ·
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930372 (1) ·
930387 (1) ·
934908 (1) ·
940072 (1) ·
940079 (1) ·
940106 (1) ·
941000 (1)
'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'.3m N of Martin Co. line ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.6 MI N OF NO LAKE BLVD ' (1) ·
'0.8 MILE EAST OF US-1 ' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.2 MI NO OF LANTANA RD ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.4 Mi N of Brevard Co. ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'3.33 Miles S/O PGA BLVD ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'AT BOCA RATON INTERCHANGE' (1) ·
'I 95 SR706 interchange ' (1) ·
'Jupiter Interchange/I-95 ' (1) ·
'Just North of SR-850 ' (1) ·
'South of Ramp to SR 706 ' (1) ·
'South of St Lucie Canal ' (1)
26210242 (1) ·
26222497 (1) ·
26360866 (1) ·
26450626 (1) ·
26474455 (1) ·
26483005 (1) ·
26490899 (1) ·
26495569 (1) ·
26554800 (1) ·
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27061911 (1) ·
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27240944 (1) ·
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28483130 (1)
80032135 (1) ·
80033671 (1) ·
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80075399 (1) ·
80080366 (1) ·
80085515 (1) ·
80085950 (1) ·
80090130 (1) ·
80095581 (1) ·
80100849 (1) ·
80102470 (1) ·
80104223 (1) ·
80141121 (1) ·
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80153917 (1) ·
80155436 (1) ·
80164549 (1) ·
80164845 (1) ·
80171083 (1) ·
80222725 (1) ·
80222735 (1) ·
80224294 (1) ·
80235220 (1) ·
80521532 (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 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)
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) ·
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 25 results in range #1 to #25.
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