Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'BESSEY CREEK ' (1) ·
'CANAL ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I-95 ' (1) ·
'Lake Gertie ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'Reed Canal ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'US-17-92-St Johns River ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'1st St SW ' (1) ·
'5th Street ' (1) ·
'Belvede to NB I-95' (1) ·
'CR-612 8th Street ' (1) ·
'CR-92 EB ' (1) ·
'EB SR 786 ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'MURPHY RD ' (1) ·
'PINE RIDGE WAY ' (1) ·
'Reed Ca Prk Ent Rd' (1) ·
'ROYAL PLM BH BL NB' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SR-40 ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'US-441 SR-15 ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
700208 (1) ·
790132 (1) ·
790197 (1) ·
790198 (1) ·
794186 (1) ·
796500 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
890103 (1) ·
890112 (1) ·
891000 (1) ·
930401 (1) ·
930485 (1) ·
930491 (1) ·
934162 (1) ·
934989 (1) ·
937361 (1) ·
937363 (1) ·
937710 (1) ·
937711 (1) ·
937714 (1)
Location 009:
'0.4 Mile West of US 17-92' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'1st overpass east of I-95' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2MI N OF OKEECHOBEE BLV ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'At 58th Ave ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'Intrsect w Reed Canal Rd ' (1) ·
'North of Belvedere Rd ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
'SR-808 at SR-7 Boca Raton' (1) ·
'US-441 and SR-76 ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26220386 (1) ·
26304669 (1) ·
26413700 (1) ·
26433224 (1) ·
26435320 (1) ·
26435409 (1) ·
26440062 (1) ·
26440066 (1) ·
26475245 (1) ·
26503600 (1) ·
26590720 (1) ·
27070395 (1) ·
27112563 (1) ·
27354128 (1) ·
27360764 (1) ·
27370020 (1) ·
28100028 (1) ·
28212680 (1) ·
28485599 (1) ·
28500676 (1) ·
29031634 (1) ·
29092052 (1) ·
29171420 (1)
Longitude 017:
80040300 (1) ·
80053153 (1) ·
80053241 (1) ·
80054600 (1) ·
80055517 (1) ·
80060815 (1) ·
80075312 (1) ·
80121129 (1) ·
80133989 (1) ·
80134000 (1) ·
80162916 (1) ·
80175123 (1) ·
80264839 (1) ·
80264892 (1) ·
80264917 (1) ·
80370127 (1) ·
80384071 (1) ·
80393654 (1) ·
81005885 (1) ·
81030614 (1) ·
81112589 (1) ·
81184077 (1) ·
81190878 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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:
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