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:
Direction 005e:
Features 006a:
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'E-1 Canal ' (1) ·
'EB SR80 & C-51 Canal ' (1) ·
'El Rio Canal ' (1) ·
'L-5 Canal ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'WB SR 80 ' (1)
Critical 006b:
Facility 007:
'4th Street ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'EBSR80 to SBSR807 ' (1) ·
'HYPOLUXO ROAD WB ' (1) ·
'Lake Worth Road ' (1) ·
'Levee Road ' (1) ·
'Lyons Rd ' (1) ·
'NB SR 807 ' (1) ·
'SB SR 807 ' (1) ·
'SBSR807 to EBSR80 ' (1) ·
'Spanish River Blvd' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'Stribling Way ' (1) ·
'SW 18TH ST WB ' (1)
Number 008:
884071 (1) ·
884074 (1) ·
930413 (1) ·
930450 (1) ·
930472 (1) ·
930473 (1) ·
930476 (1) ·
930532 (1) ·
930533 (1) ·
930804 (1) ·
934301 (1) ·
934345 (1) ·
934925 (1) ·
934954 (1) ·
935222 (1)
Location 009:
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0MI W OF MILITARY TRAIL' (1) ·
'1.5Mi E of Military Trail' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'At CR-613 ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Lake Worth Rd. at SR-7 ' (1) ·
'SE quadrant PB Int Airprt' (1) ·
'SE quadrant PB Int Airpt ' (1) ·
'StriblingWay ovr E-1canal' (1)
Latitude 016:
Longitude 017:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058: (Click arrow to add another value)
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:
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:
Clearance 116:
Showing below up to 15 results in range #1 to #15.
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