Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Features 006a:
'Boca Inlet ' (1) ·
'Boynton Inlet ' (1) ·
'C-18 CANAL ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'ICWW ' (1) ·
'Intracoastal Waterway ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lake Worth Relief ' (1) ·
'Little Lake Worth ' (1) ·
'Relief E.of North Bridge' (1) ·
'SALERNO CREEK ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1)
Critical 006b:
Facility 007:
'A1A ' (1) ·
'Blue Heron Blvd ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'E/B S.R. A1A ' (1) ·
'EB PGA Blvd. ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SR A1A ' (1) ·
'SR AIA ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-A1A ' (1) ·
'SR-A1A (Ocean Ave)' (1) ·
'SR786 WB to SB I95' (1) ·
'W/B S.R. A1A ' (1) ·
'WB PGA Blvd. ' (1)
Number 008:
890043 (1) ·
890044 (1) ·
890120 (1) ·
890150 (1) ·
890158 (1) ·
890160 (1) ·
894041 (1) ·
930060 (1) ·
930061 (1) ·
930106 (1) ·
930265 (1) ·
930269 (1) ·
930349 (1) ·
930356 (1) ·
930388 (1) ·
930545 (1) ·
930546 (1) ·
930547 (1) ·
940045 (1) ·
940046 (1) ·
940094 (1)
Location 009:
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.5mi. East of US-1 ' (1) ·
'1.2 mi N Broward Cnty ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'200' East of US-1(SR-5) ' (1) ·
'2MI E of SR-76 ' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'4.03Miles E of SR5 on A1A' (1) ·
'A1A 2.5km North of SR 804' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'South Causeway over ICWW ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'Tpk/PGA Blvd interchange ' (1)
Latitude 016:
26202096 (1) ·
26324386 (1) ·
26430558 (1) ·
26465867 (1) ·
26470126 (1) ·
26502106 (1) ·
26502431 (1) ·
26502600 (1) ·
26503760 (1) ·
26504000 (1) ·
26504098 (1) ·
27081140 (1) ·
27081946 (1) ·
27084441 (1) ·
27115100 (1) ·
27115581 (1) ·
27115681 (1) ·
27122400 (1) ·
27272767 (1) ·
27282176 (1) ·
27284570 (1)
Longitude 017:
80022352 (1) ·
80023594 (1) ·
80023637 (1) ·
80025351 (1) ·
80032660 (1) ·
80035722 (1) ·
80040100 (1) ·
80042082 (1) ·
80060970 (1) ·
80074689 (1) ·
80095948 (1) ·
80105691 (1) ·
80111608 (1) ·
80113000 (1) ·
80114936 (1) ·
80122748 (1) ·
80122859 (1) ·
80135670 (1) ·
80184630 (1) ·
80190872 (1) ·
80192117 (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:
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 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:
Future Year 115:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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