Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12120 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Banana River Drive ' (1) ·
'Belcher Canal (C-25) ' (1) ·
'Boynton Canal C16 ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL L-20 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CPB20 CANAL ' (1) ·
'CR-515 & Indian River ' (1) ·
'E-3 CANAL ' (1) ·
'H-20 CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'OUTFALL CANAL ' (1) ·
'OUTFALL SLOUGH ' (1) ·
'RELIEF CANAL ' (1) ·
'SR-406 ' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Sykes Creek ' (1) ·
'Turkey Creek ' (1) ·
'US-1 & FECRR ' (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'ELLISON WILSON RD ' (1) ·
'GOLDFINCH LANE ' (1) ·
'HICKORY DRIVE ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Kings Highway ' (1) ·
'LARCH AVE ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'PIONEER ROAD ' (1) ·
'Port Malabar Bl EB' (1) ·
'RANGE LINERD CR609' (1) ·
'SB SR-9 ( I-95) ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR-528 ' (1) ·
'SR-528 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 175.4 ' (1) ·
'SR91 NB TPK 178.03' (1) ·
'SR91 NB TPK 180.16' (1) ·
'SR91 SB TPK 175.4 ' (1) ·
'SR91 SB TPK 178.03' (1) ·
'SR91 SB TPK 180.16' (1) ·
'SW GREENRIDGE LANE' (1) ·
'US1(SR5) ' (1) ·
'WB Lake Worth Rd. ' (1)
Number 008:
700014 (1) ·
700015 (1) ·
700025 (1) ·
700026 (1) ·
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700134 (1) ·
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Location 009:
'0.1 MI S of PGA BLVD ' (1) ·
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.1MI W OF MILITARY TRAIL' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.7 Mi N of Boynton Bch ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.8 MI N OF ST LUCIE CNTY' (1) ·
'13 MI S OF SR 60 ' (1) ·
'13 MI SOUTH OF SR 60 ' (1) ·
'15 MI S OF SR 60 ' (1) ·
'15 MI SOUTH OF SR 60 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.55 Miles East of SR-3 ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-528 WB - CR-515 ' (1) ·
'SR-528 WB - Sykes Creek ' (1) ·
'SR-528 WB - US-1 & FECRR ' (1)
Latitude 016:
26322094 (1) ·
26370912 (1) ·
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26415887 (1) ·
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28365910 (1)
Longitude 017:
80032688 (1) ·
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80062177 (1) ·
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80410799 (1) ·
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80434234 (1) ·
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80444580 (1) ·
80451074 (1) ·
80454646 (1) ·
80454647 (1) ·
80510378 (1) ·
80510486 (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: (Click arrow to add another value)
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 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)
Culvert 062:
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 conditions; field review indicates action is required to protect exposed foundations (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:
Showing below up to 29 results in range #1 to #29.
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