Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Direction 005e:
Features 006a:
'CPB20 CANAL ' (1) ·
'E-2 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Haverhill Rd. & U Turns ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'Northlake Blvd. ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 809 (Military Trail) ' (1)
Critical 006b:
Facility 007:
Number 008:
930319 (1) ·
930328 (1) ·
930335 (1) ·
930336 (1) ·
930457 (1) ·
930459 (1) ·
930506 (1) ·
930507 (1) ·
930516 (1) ·
934221 (1) ·
934721 (1) ·
937354 (1) ·
937360 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5 Mi. E of Lyons Rd. ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'Between SR 710 and 786 ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'E Jog Rd. & W SR 80 ' (1) ·
'SW quadrant PB Int Airprt' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
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:
130993 (1) ·
1350 (1) ·
137065 (1) ·
148776 (1) ·
22121 (1) ·
278468 (1) ·
37303 (1) ·
500 (1) ·
600 (1) ·
67665 (1) ·
720 (1)
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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