Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12123 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'12th Avenue South ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-51 CANAL ' (1) ·
'Canal ' (1) ·
'Creek ' (1) ·
'Dirksen Dr ' (1) ·
'Dirksen Drive ' (1) ·
'E-3 Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Lake Ashby Canal ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL CANAL D ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'MOORES CREEK ' (1) ·
'Pine Street ' (1) ·
'Rockledge Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'SR-404 ' (1) ·
'SR-520 ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'Triple box culvert ' (1) ·
'W. Relief Indian River ' (1)
Critical 006b:
Facility 007:
'74TH AVE. ' (1) ·
'CLINT MOORE RD ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 SB ' (1) ·
'IBIS WAY ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'PIONEER ROAD ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
'US1(SR5) ' (1)
Number 008:
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945000 (1)
Location 009:
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.5 mi. N of N Lakes Blvd' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1 mile North of SR 812 ' (1) ·
'1.0 Mi N of SR-40 ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.4 Mi N of SR-40 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT 4TH STREET ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (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 SB - SR-520 ' (1) ·
'SR-415 - Lake Ashby Canal' (1) ·
'SR-528 EB over Pine St. ' (1) ·
'SR-528 WB over Pine St. ' (1) ·
'Tpk/PGA Blvd interchange ' (1) ·
'US-1 NB - SR-404 ' (1) ·
'US-1 SB - SR-404 ' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
'W. of Jensen Bch. Cswy. ' (1)
Latitude 016:
26220527 (1) ·
26233940 (1) ·
26243117 (1) ·
26322094 (1) ·
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29174587 (1)
Longitude 017:
80022643 (1) ·
80032688 (1) ·
80040830 (1) ·
80055250 (1) ·
80055515 (1) ·
80074659 (1) ·
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80493553 (1) ·
80494830 (1) ·
81042417 (1) ·
81044651 (1) ·
81060965 (1) ·
81170324 (1) ·
81170430 (1) ·
81261295 (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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