Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'C-18 CANAL ' (1) ·
'Drainage Canal ' (1) ·
'Holly Drive ' (1) ·
'I 95 SR 9 ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Little Lake Worth ' (1) ·
'Loxahatchee Slough ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'Military Trail ' (1) ·
'Northlake Blvd. ' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1) ·
'Triple box culvert ' (1)
Critical 006b:
Facility 007:
'DYER PARK ROAD ' (1) ·
'EB SR-710 ' (1) ·
'HOLLY DRIVE ' (1) ·
'Hood Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR 9) ' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'NB I-95 (S.R.9) ' (1) ·
'PGA Blvd (SR786) ' (1) ·
'PINETREE LANE ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'SR A1A ' (1) ·
'SR-710 ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'WB SR-710 ' (1)
Number 008:
930121 (1) ·
930171 (1) ·
930178 (1) ·
930344 (1) ·
930356 (1) ·
930378 (1) ·
930398 (1) ·
930493 (1) ·
930516 (1) ·
930517 (1) ·
930518 (1) ·
930521 (1) ·
930526 (1) ·
930535 (1) ·
930536 (1) ·
930546 (1) ·
930557 (1) ·
934140 (1) ·
936261 (1) ·
937001 (1) ·
937002 (1)
Location 009:
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.25 mile North of SR 786' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.3M W of ALT A1A(SR-811)' (1) ·
'0.3Mi W of Alt-A1A/SR-811' (1) ·
'0.4 mile North of 45th St' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5mi East of SR-786 ' (1) ·
'1.5 mile North of SR 786 ' (1) ·
'1.61mi east of PGA&SR710 ' (1) ·
'2 miles East of SR-786 ' (1) ·
'2 miles East of SR786 ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'Between SR 710 and 786 ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1)
Latitude 016:
26391471 (1) ·
26455600 (1) ·
26470845 (1) ·
26483165 (1) ·
26484490 (1) ·
26490150 (1) ·
26490539 (1) ·
26492016 (1) ·
26492039 (1) ·
26492346 (1) ·
26492500 (1) ·
26494986 (1) ·
26495114 (1) ·
26500886 (1) ·
26502431 (1) ·
26502490 (1) ·
26503760 (1) ·
26504000 (1) ·
26504600 (1) ·
26504915 (1) ·
26515340 (1)
Longitude 017:
80032660 (1) ·
80042050 (1) ·
80052354 (1) ·
80053044 (1) ·
80053750 (1) ·
80054600 (1) ·
80054615 (1) ·
80054982 (1) ·
80055200 (1) ·
80055205 (1) ·
80055250 (1) ·
80055370 (1) ·
80061820 (1) ·
80070400 (1) ·
80071351 (1) ·
80092239 (1) ·
80095948 (1) ·
80101483 (1) ·
80101580 (1) ·
80102860 (1) ·
80112928 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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 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)
Future 114:
10410 (1) ·
148776 (1) ·
15789 (1) ·
15941 (1) ·
17003 (1) ·
21861 (1) ·
23422 (1) ·
25331 (1) ·
278468 (1) ·
297552 (1) ·
369555 (1) ·
3840 (1) ·
5726 (1) ·
600 (1) ·
6073 (1) ·
7460 (1)
Clearance 116:
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