Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
13682 (1) ·
13717 (1) ·
13722 (1) ·
13728 (1) ·
13729 (1) ·
13730 (1) ·
13731 (1) ·
13741 (1) ·
13765 (1) ·
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15658 (1) ·
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19504 (1)
County 003:
Place 004: (Click arrow to add another value)
Route 005d:
Features 006a:
'Berrys Canal ' (1) ·
'Brando Canal ' (1) ·
'Callalisa Creek ' (1) ·
'Canal ' (1) ·
'Conners Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Gabordy's Canal ' (1) ·
'Hypoluxo Rd. ' (1) ·
'Hypoluxo Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 (SR-9)/CSXRR ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'IWW Indian River ' (1) ·
'LAKE OSBOURNE ' (1) ·
'Lantana Road ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'LWDD LAT CANAL 17 ' (1) ·
'Turnbull Creek ' (1) ·
'US-1 & FECRR ' (1) ·
'US-17/92 ' (1) ·
'Yacht Club Cut ' (1)
Critical 006b:
Facility 007:
'Barracuda Blvd. ' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'Fifth Street ' (1) ·
'Hypoluxo Rd ' (1) ·
'Hypoluxo to SB I95' (1) ·
'LANTANA ROAD EB ' (1) ·
'LANTANA ROAD WB ' (1) ·
'Lantana to I 95 SB' (1) ·
'Magnolia St. ' (1) ·
'Riverside Drive ' (1) ·
'SB I 95 to Lantana' (1) ·
'SBI-95 to Hypoluxo' (1) ·
'SR 812 Lantana Rd ' (1) ·
'SR-44 ' (1) ·
'SR-472 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'SR91 SB TPK 91.26 ' (1) ·
'Turnbull Bay Road ' (1) ·
'US-1 ' (1)
Number 008:
790055 (1) ·
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790128 (1) ·
790149 (1) ·
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794022 (1) ·
795700 (1) ·
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930298 (1) ·
930299 (1) ·
930307 (1) ·
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931003 (1) ·
934331 (1) ·
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934369 (1)
Location 009:
'0.13mi NW from N Causeway' (1) ·
'0.1mi E of Riverside Dr ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.6 MI W OF I-95 ' (1) ·
'0.6 MI WEST OF I-95 ' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'1.9 Miles West of US-1 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'200ft. S of 10th Street ' (1) ·
'Hypoluxo Rd I 95 Interch ' (1) ·
'Hypoluxo Rd over I 95&RR ' (1) ·
'Hypoluxo Rd.-I95 intercha' (1) ·
'Lantana I 95 Interchange ' (1) ·
'New Smyrna Bch C.L. ' (1) ·
'SR-44 - Berrys Canal ' (1) ·
'SR-44 - Callalisa Creek ' (1) ·
'SR-44 - Conners Canal ' (1) ·
'SR-44 - Indian River ' (1) ·
'SR-44 over US-1 ' (1) ·
'SR-472 over US-17/92 ' (1)
Latitude 016:
26341790 (1) ·
26342000 (1) ·
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26344632 (1) ·
26350300 (1) ·
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29021928 (1) ·
29030413 (1)
Longitude 017:
80024400 (1) ·
80040850 (1) ·
80041000 (1) ·
80041025 (1) ·
80041140 (1) ·
80041145 (1) ·
80044182 (1) ·
80044190 (1) ·
80052259 (1) ·
80052320 (1) ·
80102377 (1) ·
80102433 (1) ·
80541414 (1) ·
80542264 (1) ·
80544173 (1) ·
80545000 (1) ·
80545204 (1) ·
80545465 (1) ·
80545924 (1) ·
80545970 (1) ·
80550332 (1) ·
80551845 (1) ·
80553031 (1) ·
80573537 (1) ·
81175636 (1)
Owner 022:
Built 027:
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:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Clearance 116:
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