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:
Critical 006b:
Facility 007:
'Blue Heron Blvd. ' (1) ·
'CONGRESS AVE SB ' (1) ·
'EB Blue Heron Blvd' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'I 95 SR 9 ' (1) ·
'Lantana to I 95 SB' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 710 ' (1) ·
'SR 812 Lantana Rd ' (1) ·
'WB Blue Heron Blvd' (1)
Number 008:
930172 (1) ·
930173 (1) ·
930274 (1) ·
930275 (1) ·
930276 (1) ·
930298 (1) ·
930299 (1) ·
930307 (1) ·
930467 (1) ·
930468 (1) ·
930519 (1) ·
930523 (1) ·
930534 (1) ·
934331 (1)
Location 009:
'0.25mi. east of I-95 ' (1) ·
'0.6mi East of Congress Av' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.75 mile South of SR 708' (1) ·
'1 Mile East of I-95 ' (1) ·
'At Exit 76 ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (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)
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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 14 results in range #1 to #14.
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