Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-23 CANAL ' (1) ·
'CR 708 ' (1) ·
'Cypress Creek ' (1) ·
'Danforth Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Drainage Ditch ' (1) ·
'I-95 (SR 9) ' (1) ·
'POPPOLTON CREEK ' (1) ·
'S Fork St. Lucie River ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'SR-76 ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'SR-91 (FL. TPK.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie Canal ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Warner Creek ' (1)
Critical 006b:
Facility 007:
'CR 76A ' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-710 EB ' (1) ·
'SR-710 WB ' (1) ·
'SR-714 ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR-76 ' (1) ·
'SR-76 (Kanner Hwy)' (1) ·
'SR-76(Kanner Hwy )' (1) ·
'SR-9(I-95) ' (1) ·
'US-441 SR-15 ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
Number 008:
Location 009:
'.25 mi East of I-95 ' (1) ·
'.25mi W OF I-95 ' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5mi East of Indiantown' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1mi N of SR-76(Kanner Hw)' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'2 MILES N OF CR-708 ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'2.1 Miles East of CR-609 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.5MI N OF INDIANTOWN RD ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3 MI. east of SR-710 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'5.8 Miles West of SR-76 ' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'By Indian Grove Dr. ' (1) ·
'CR 76A over I-95 ' (1) ·
'N of Roosevelt Bridge ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'SB I-95 / SR-714 ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'South of St Lucie Canal ' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-441 and SR-76 ' (1)
Latitude 016:
Longitude 017:
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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)
Culvert 062:
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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 44 results in range #1 to #44.
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