Drilldown: bridge data
From Indian River Lagoon Project
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'BESSEY CREEK ' (1) ·
'Boynton Inlet ' (1) ·
'CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE DITCH ' (1) ·
'HYPOLUXO ISLAND LAGOON ' (1) ·
'S Fork St. Lucie River ' (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) ·
'Turnbull Creek ' (1)
'Berry Avenue ' (1) ·
'EAST OCEAN AVE. ' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'HURON WAY ' (1) ·
'INLET CAY DR. ' (1) ·
'Island Drive ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'SABLE ISLAND DRIVE' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR A1A ' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NB 131.0' (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) ·
'SUNSET TRAIL ' (1) ·
'SW 48th Avenue ' (1) ·
'US-1 NB ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
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'.1 Mile W of US-A1A ' (1) ·
'0.04Mi W OF A1A ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI W OF A1A ' (1) ·
'0.2MI WEST OF OF A1A ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.8mi. N of CR-714 ' (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) ·
'2.5 mi East of TPK Exit ' (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) ·
'A1A 2.5km North of SR 804' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 NB - Turnbull Creek ' (1)
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80513571 (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) ·
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 not over waterway. (1)
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