Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15209 (1) ·
15210 (1) ·
15218 (1) ·
15220 (1) ·
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County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'ARCHIES CREEK ' (1) ·
'BESSEY CREEK ' (1) ·
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'DANFORTH CREEK ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Golf Cart Underpass ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Lake Worth ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'RETENTION POND ' (1) ·
'SCOTTS CANAL ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'ST LUCIE CANAL ' (1)
Critical 006b:
Facility 007:
'Berry Avenue ' (1) ·
'Central Blvd ' (1) ·
'Central Blvd. ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'DYER PARK ROAD ' (1) ·
'EB PGA Blvd. ' (1) ·
'HOOD RD 110.944 ' (1) ·
'Hood Road ' (1) ·
'HURON WAY ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'MONET ROAD ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PROSPERITY FARM RD' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR A1A ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SUNSET TRAIL ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
890066 (1) ·
890067 (1) ·
890068 (1) ·
890070 (1) ·
890083 (1) ·
890085 (1) ·
891000 (1) ·
894031 (1) ·
894047 (1) ·
894048 (1) ·
894054 (1) ·
930106 (1) ·
930265 (1) ·
930349 (1) ·
930356 (1) ·
930378 (1) ·
930379 (1) ·
930381 (1) ·
930388 (1) ·
930398 (1) ·
930419 (1) ·
930441 (1) ·
930516 (1) ·
930517 (1) ·
930521 (1) ·
930546 (1) ·
931013 (1) ·
934137 (1) ·
934140 (1) ·
934148 (1) ·
934149 (1) ·
934175 (1) ·
936551 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.2MI E OF PROSPERITY FM ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'0.9 MILE N OF PGA BLVD. ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'Palm Beach Garden Interch' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26470845 (1) ·
26483165 (1) ·
26483417 (1) ·
26483495 (1) ·
26492500 (1) ·
26494986 (1) ·
26501416 (1) ·
26502106 (1) ·
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27092801 (1) ·
27093790 (1) ·
27100650 (1) ·
27102733 (1) ·
27113920 (1) ·
27121998 (1)
Longitude 017:
80032660 (1) ·
80035722 (1) ·
80040100 (1) ·
80040825 (1) ·
80041852 (1) ·
80054982 (1) ·
80055200 (1) ·
80055370 (1) ·
80060970 (1) ·
80061820 (1) ·
80064901 (1) ·
80070400 (1) ·
80070800 (1) ·
80071351 (1) ·
80074430 (1) ·
80074689 (1) ·
80074716 (1) ·
80075174 (1) ·
80075197 (1) ·
80075215 (1) ·
80075217 (1) ·
80095948 (1) ·
80142587 (1) ·
80142967 (1) ·
80162916 (1) ·
80162980 (1) ·
80165077 (1) ·
80170910 (1) ·
80180137 (1) ·
80180781 (1) ·
80184796 (1) ·
80193471 (1) ·
80195431 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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) ·
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)
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
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)
Future 114:
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