Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status:
Date: (Click arrow to add another value)
County 003:
Place 004:
Direction 005e:
Features 006a:
'Canal 29 (5 mile creek) ' (1) ·
'Intracoastal Waterway ' (1) ·
'Jog Rd. & Turn Arounds ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Okeechobee Waterway ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'RCA Center Dr & FEC R/R ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SW 10th St. Lowson Blvd ' (1)
Critical 006b:
Facility 007:
'CR-714 Indian St. ' (1) ·
'E/B S.R. 704 ' (1) ·
'EB SR 786 ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR 68 (Orange Ave)' (1) ·
'SR 80/Southern Bld' (1) ·
'SR 80/Southern Bvd' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR 811 to SB I-95 ' (1) ·
'W/B S.R. 704 ' (1) ·
'WB SR 786 ' (1)
Number 008:
894062 (1) ·
930481 (1) ·
930491 (1) ·
930492 (1) ·
930493 (1) ·
930494 (1) ·
930501 (1) ·
930502 (1) ·
930506 (1) ·
930507 (1) ·
930525 (1) ·
930526 (1) ·
930527 (1) ·
940152 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'1 mi. east I-95 on SR 68 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 miles west of Turnpike ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'E Congress Ave & S SR 806' (1) ·
'East Tpk & West SR 809 ' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'NW quad SR811/786 intchge' (1) ·
'PBIA/I-95 Interchange ' (1) ·
'SB Ramp to WPB Airport ' (1)
Latitude 016:
Longitude 017:
Owner 022:
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 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: (Click arrow to add another value)
Direction 102:
Rebuilt 106:
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:
10063 (1) ·
122864 (1) ·
125788 (1) ·
181308 (1) ·
22121 (1) ·
23422 (1) ·
27066 (1) ·
32445 (1) ·
66364 (1)
Clearance 116: (Click arrow to add another value)
Showing below up to 14 results in range #1 to #14.
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