Drilldown: bridge data
From Indian River Lagoon Project
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12123 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'11th St. Canal ' (1) ·
'12th Avenue South ' (1) ·
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'NORTH NEW RIVER CANAL ' (1) ·
'Outfall ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-406 ' (1) ·
'SR-50 ' (1) ·
'SR-520 ' (1) ·
'SR-68 ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SW FORK LOXAHATCHEE RVR ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Triple box culvert ' (1) ·
'W. Relief Indian River ' (1) ·
'West Palm Beach Canal ' (1) ·
'Wishbone Canal ' (1)
Critical 006b:
Facility 007:
'CENTRAL BLVD ' (1) ·
'CLINT MOORE RD ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'PIONEER ROAD ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US-441 (SR-7) ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-80 ' (1) ·
'US-1 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1)
Number 008:
700018 (1) ·
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940097 (1)
Location 009:
'.2mi East of US-27 ' (1) ·
'0.3MI N of SR-706 ' (1) ·
'0.4 Mi S of Grant Rd. ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.2 Mi S of Grant Rd ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.5 Mi S of Grant Rd. ' (1) ·
'2.4Mi N of Ind. River Co.' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT US-441 SR-7 ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'I-4 EB - Dirksen Dr ' (1) ·
'I-4 WB - Dirksen Drive ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 SB - SR-520 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'Just North of SR70 on I95' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'US-1 over 11th Canal ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26233940 (1) ·
26243117 (1) ·
26360600 (1) ·
26395130 (1) ·
26401668 (1) ·
26404695 (1) ·
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29144436 (1)
Longitude 017:
80040830 (1) ·
80055250 (1) ·
80055515 (1) ·
80080218 (1) ·
80120775 (1) ·
80120806 (1) ·
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80474142 (1) ·
80494830 (1) ·
80510378 (1) ·
80510486 (1) ·
80510507 (1) ·
80510633 (1) ·
81022971 (1) ·
81170324 (1) ·
81170430 (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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (1)
Inspect Date 090:
Direction 102:
Rebuilt 106: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
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