Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12147 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'Barge Canal ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 CANAL ' (1) ·
'Creek ' (1) ·
'E-3 Canal ' (1) ·
'FL. TPK. SR-91 ' (1) ·
'Header Canal ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'Kings Road ' (1) ·
'Lake Ashby Canal ' (1) ·
'Lake Washington Road ' (1) ·
'LAKE WORTH TRIBUTARY ' (1) ·
'LATERAL CANAL D ' (1) ·
'MOORES CREEK ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'Pine Street ' (1) ·
'RELIEF CANAL ' (1) ·
'Rockledge Canal ' (1) ·
'SR-404 ' (1) ·
'SR-518 ' (1) ·
'SR-528 ' (1) ·
'Tomoka River ' (1) ·
Lake Washington Road (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'74TH AVE. ' (1) ·
'ALLAMANDA BLVD. ' (1) ·
'CR-516 ' (1) ·
'CR-717 ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'IBIS WAY ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH 2ND STREET ' (1) ·
'PGA Blvd. (SR 786)' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-3 ' (1) ·
'SR-40 ' (1) ·
'SR-40 WB ' (1) ·
'SR-407 ' (1) ·
'SR-407 NB ' (1) ·
'SR-415 ' (1) ·
'SR-528 EB ' (1) ·
'SR-528 WB ' (1) ·
'SR-808 Glades Road' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US1(SR5) ' (1) ·
'WB SR 70 ' (1) ·
I-95 SB (1)
Number 008:
700043 (1) ·
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945000 (1)
Location 009:
'0.10 MI S of BURNS ROAD ' (1) ·
'0.1MI WEST OF A1A ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 mile West of I-95 ' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.15 Mi S of SR-520 ' (1) ·
'1.2 Mi. W of Barberville ' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'4.2MI NORTH OF SR-528 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'AT 4TH STREET ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR-516 over I-95 ' (1) ·
'I-4 EB over I-95 ' (1) ·
'I-4 WB over I-95 ' (1) ·
'I-95 NB -Lk Washington Rd' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-40 WB -Tomoka River ' (1) ·
'SR-407 NB at SR-528 WB ' (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) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
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Longitude 017:
80022643 (1) ·
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80424695 (1) ·
80470709 (1) ·
80493553 (1) ·
80501889 (1) ·
80505570 (1) ·
80522877 (1) ·
81043203 (1) ·
81043246 (1) ·
81060965 (1) ·
81072482 (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)
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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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 not over waterway. (1)
Future 114:
Clearance 116:
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