Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River ' (1) ·
'CPB20 CANAL ' (1) ·
'E-3 CANAL ' (1) ·
'El Rio Canal E-4 ' (1) ·
'I-95 ' (1) ·
'Lake Gertie ' (1) ·
'Lateral "B" Canal ' (1) ·
'Lateral B Canal ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'Mercer Ave./CSX RR/Canal' (1) ·
'RELIEF CANAL ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'St Johns River Relief ' (1) ·
'ST LUCIE CANAL ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (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) ·
'GOLDFINCH LANE ' (1) ·
'I-4 EB ' (1) ·
'Investment Lane ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'SPARROW DRIVE ' (1) ·
'SR-415 ' (1) ·
'SR-520 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SW GREENRIDGE LANE' (1) ·
'WB Lake Worth Rd. ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
700206 (1) ·
700208 (1) ·
705910 (1) ·
790197 (1) ·
790198 (1) ·
794186 (1) ·
884069 (1) ·
884072 (1) ·
884073 (1) ·
891000 (1) ·
894049 (1) ·
930319 (1) ·
930328 (1) ·
930485 (1) ·
930491 (1) ·
934162 (1) ·
934221 (1) ·
934989 (1) ·
937354 (1) ·
937360 (1) ·
940102 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI W OF RYL PALM BH BL' (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) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.4 miles east of I-95 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1st overpass east of I-95' (1) ·
'20ft. E of 58th Ave/CR613' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'30ft. E of 58th Ave/CR613' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At 58th Ave ' (1) ·
'I-4EB-US-17-92 St Johns R' (1) ·
'North of Belvedere Rd ' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-520 - Banana River ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
26214420 (1) ·
26304669 (1) ·
26370912 (1) ·
26401668 (1) ·
26413700 (1) ·
26415887 (1) ·
26421675 (1) ·
26475245 (1) ·
26503600 (1) ·
27044705 (1) ·
27070395 (1) ·
27245645 (1) ·
27354128 (1) ·
27360764 (1) ·
27370020 (1) ·
28010115 (1) ·
28100028 (1) ·
28212680 (1) ·
28485599 (1) ·
28500676 (1) ·
29031634 (1)
Longitude 017:
80040300 (1) ·
80054600 (1) ·
80054930 (1) ·
80055517 (1) ·
80074786 (1) ·
80075312 (1) ·
80120806 (1) ·
80131759 (1) ·
80140096 (1) ·
80162916 (1) ·
80183914 (1) ·
80231716 (1) ·
80264839 (1) ·
80264892 (1) ·
80264917 (1) ·
80354573 (1) ·
80384071 (1) ·
80393654 (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 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:
Showing below up to 21 results in range #1 to #21.
