Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'EL RIO CANAL ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'L-5 Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'US 98-SR 80-WPB Canal ' (1) ·
'US-17-92 -St Johns River' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'CR-606 Oslo Rd ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'Gateway Blvd. ' (1) ·
'I-4 WB ' (1) ·
'Lake Ida Road ' (1) ·
'LE CHALET BLVD ' (1) ·
'Levee Road ' (1) ·
'LINTON BLVD. ' (1) ·
'Lyons Rd ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR 807 ' (1) ·
'NBSR807 to EBSR80 ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'Spanish River Blvd' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'SR91SB ON/OFF 98.0' (1) ·
'SW 18TH ST ' (1)
Number 008:
790196 (1) ·
884071 (1) ·
930322 (1) ·
930450 (1) ·
930472 (1) ·
930473 (1) ·
930474 (1) ·
930475 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
930804 (1) ·
931004 (1) ·
931005 (1) ·
934363 (1) ·
934487 (1) ·
934954 (1) ·
934963 (1) ·
935218 (1) ·
935222 (1) ·
940111 (1) ·
940112 (1)
Location 009:
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'1.5Mi E of Military Trail' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'500' N OF SR-80 (S.BLVD) ' (1) ·
'At CR-613 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'I-4WB-US-17-92 St Johns R' (1) ·
'I-95 over Midway Road ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1)
Latitude 016:
26194915 (1) ·
26195649 (1) ·
26222805 (1) ·
26231070 (1) ·
26262317 (1) ·
26282306 (1) ·
26325823 (1) ·
26331032 (1) ·
26333297 (1) ·
26403435 (1) ·
26403445 (1) ·
26403485 (1) ·
26403501 (1) ·
26403530 (1) ·
26403721 (1) ·
26403812 (1) ·
26404472 (1) ·
26410696 (1) ·
27222697 (1) ·
27222932 (1) ·
27351498 (1) ·
28500808 (1)
Longitude 017:
80035475 (1) ·
80045427 (1) ·
80045433 (1) ·
80045890 (1) ·
80045945 (1) ·
80045990 (1) ·
80051470 (1) ·
80054717 (1) ·
80054858 (1) ·
8005960 (1) ·
80062196 (1) ·
80075116 (1) ·
80075125 (1) ·
80094590 (1) ·
80095982 (1) ·
80101517 (1) ·
80112020 (1) ·
80243196 (1) ·
80243677 (1) ·
80264934 (1) ·
80462658 (1) ·
81191063 (1)
Owner 022:
Built 027: (Click arrow to add another value)
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)
Inspect Date 090: (Click arrow to add another value)
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:
Clearance 116:
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