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:
'CANAL ' (1) ·
'CANAL E-84 ' (1) ·
'Casa Mar Dr ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'LATERAL A CANAL ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-91 N/S TPK ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'53RD STREET ' (1) ·
'97 TH STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DARWIN BLVD ' (1) ·
'ELLISON WILSON RD ' (1) ·
'I 95 SR 9 ' (1) ·
'Lyons Rd ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'Woolbright Road ' (1)
Number 008:
880062 (1) ·
880063 (1) ·
884003 (1) ·
884019 (1) ·
884036 (1) ·
884063 (1) ·
884064 (1) ·
884068 (1) ·
894053 (1) ·
930294 (1) ·
931011 (1) ·
934131 (1) ·
934148 (1) ·
934149 (1) ·
934176 (1) ·
934322 (1) ·
934954 (1) ·
934989 (1) ·
935501 (1) ·
940050 (1) ·
940053 (1) ·
944012 (1) ·
945262 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 (66TH AVE.) ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26252859 (1) ·
26304669 (1) ·
26333297 (1) ·
26384113 (1) ·
26391930 (1) ·
26481194 (1) ·
26483417 (1) ·
26483495 (1) ·
26515320 (1) ·
26555800 (1) ·
27011625 (1) ·
27130777 (1) ·
27193001 (1) ·
27222822 (1) ·
27243006 (1) ·
27412374 (1) ·
27413235 (1) ·
27445555 (1) ·
27454113 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27481770 (1)
Longitude 017:
80034800 (1) ·
80041030 (1) ·
80045345 (1) ·
80074389 (1) ·
80075215 (1) ·
80075217 (1) ·
80075297 (1) ·
80075312 (1) ·
80104200 (1) ·
80112020 (1) ·
80195964 (1) ·
80212173 (1) ·
80230229 (1) ·
80240119 (1) ·
80245245 (1) ·
80263114 (1) ·
80274529 (1) ·
80294169 (1) ·
80301990 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80365199 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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:
Deck Type 107:
Scour 113:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Future Year 115:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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