Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
15234 (1) ·
15237 (1) ·
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15239 (1) ·
15248 (1) ·
15249 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'C-51 CANAL ' (1) ·
'CANAL L-12 ' (1) ·
'CANAL-17 ' (1) ·
'CR 708 ' (1) ·
'Drainage Canal ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Lake Gertie ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD L-38 CANAL ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'PERENNIAL CANAL ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR 91 TPK ' (1) ·
'SR-91 TPK & BOCA RIO RD.' (1) ·
'SR-91/TPK & BOCA RIO RD.' (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 76A ' (1) ·
'CR-612 8th Street ' (1) ·
'CR-92 EB ' (1) ·
'CR708 125.4 ' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'EB SR 786 ' (1) ·
'FOREST HILL BLVD. ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'MILITARY TRAIL NB ' (1) ·
'MILITARY TRAIL SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NW 2ND ST ' (1) ·
'Old Dixie Highway ' (1) ·
'PALMETTO PK RD(EB)' (1) ·
'PALMETTO PK RD(WB)' (1) ·
'PARK COMMERCE BLVD' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-80 WB ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
700208 (1) ·
790197 (1) ·
790198 (1) ·
794186 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
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934916 (1) ·
934989 (1) ·
936500 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.4 MILE N OF SR-710 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.7MI N of Northlake Blvd' (1) ·
'1 mi. N of Cnty Rd 708 ' (1) ·
'16Mi W of SR-7 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1MI N. of CLINT MOORE RD.' (1) ·
'1st overpass east of I-95' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2MI E of SR-7 US-441 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'750FT W OF SR-7 (US-441) ' (1) ·
'At 58th Ave ' (1) ·
'AT SOUTHERN/FORESTHILINTR' (1) ·
'CR 76A over I-95 ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'North of Belvedere Rd ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26210062 (1) ·
26210118 (1) ·
26252770 (1) ·
26252771 (1) ·
26304669 (1) ·
26405249 (1) ·
26411370 (1) ·
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26525829 (1) ·
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27070395 (1) ·
27073546 (1) ·
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27360764 (1) ·
27370020 (1) ·
28100028 (1) ·
28212680 (1) ·
28485599 (1) ·
28500676 (1) ·
29031634 (1)
Longitude 017:
80040300 (1) ·
80045519 (1) ·
80054600 (1) ·
80055517 (1) ·
80071862 (1) ·
80071933 (1) ·
80075174 (1) ·
80075197 (1) ·
80075312 (1) ·
80101404 (1) ·
80140214 (1) ·
80140445 (1) ·
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80144936 (1) ·
80162888 (1) ·
80162916 (1) ·
80190839 (1) ·
80264839 (1) ·
80264892 (1) ·
80264917 (1) ·
80265190 (1) ·
80384071 (1) ·
80393654 (1) ·
80401144 (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 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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