Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'PHIPP CANAL ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'ST LUCIE CANAL ' (1)
'Berry Avenue ' (1) ·
'CR708 125.4 ' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'HURON WAY ' (1) ·
'Military Trail ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 TPK 134.1 ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
'WALLIS ROAD ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
890038 (1) ·
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'0.1 Mile S of CR-714 ' (1) ·
'0.1 MILE WEST OF I-95 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8mi. N of CR-714 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'SR-80 & Military Trail ' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Turnpike at Stuart exit. ' (1)
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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) ·
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 34 results in range #1 to #34.
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