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:
'C-104 CANAL ' (1) ·
'CANAL C-104 ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-84 ' (1) ·
'E-2W Canal ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'FIVE MILE CREEK ' (1) ·
'FLORIDA TURNPIKE ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'NORTH CANAL ' (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) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'BRANT DR/CARL BOTT' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DARWIN BLVD ' (1) ·
'DUNN ROAD ' (1) ·
'E/B Atlantic Ave. ' (1) ·
'I 95 SR 9 ' (1) ·
'INDIAN RIV BLVD NB' (1) ·
'INDIAN RIV BLVD SB' (1) ·
'JEANNE AVE ' (1) ·
'JORGENSEN RD ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'NORTHLAKE BLVD(EB)' (1) ·
'NORTHLAKE BLVD(WB)' (1) ·
'SELVITZ RD. ' (1) ·
'SELVITZ ROAD ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR A1A ' (1) ·
'SR91 On/Off Rmp106' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SW 18th STREET EB ' (1) ·
'W/B Atlantic Ave ' (1)
Number 008:
884058 (1) ·
884060 (1) ·
930015 (1) ·
930294 (1) ·
930437 (1) ·
930440 (1) ·
930546 (1) ·
931011 (1) ·
934148 (1) ·
934149 (1) ·
934900 (1) ·
935501 (1) ·
940027 (1) ·
940050 (1) ·
940053 (1) ·
940067 (1) ·
940070 (1) ·
945252 (1) ·
945253 (1) ·
945261 (1) ·
945262 (1) ·
945270 (1) ·
945271 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4MI N OF SR-60 ' (1) ·
'0.4MI. N OF SR-60 ' (1) ·
'0.5MI S of CR 712 ' (1) ·
'0.5MI S of CR-712 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.5MI W OF MILITARY TRAIL' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'ADJ W SIDE MILITARY TRAIL' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'I-95 / SR 882 ' (1) ·
'SR-710 TPK Interchange ' (1)
Latitude 016:
26195472 (1) ·
26233940 (1) ·
26252859 (1) ·
26271300 (1) ·
26271450 (1) ·
26391930 (1) ·
26481194 (1) ·
26483417 (1) ·
26483495 (1) ·
26503760 (1) ·
27130362 (1) ·
27130777 (1) ·
27201582 (1) ·
27201586 (1) ·
27220029 (1) ·
27220118 (1) ·
27222822 (1) ·
27234679 (1) ·
27243006 (1) ·
27243079 (1) ·
27245404 (1) ·
27392294 (1) ·
27392357 (1)
Longitude 017:
80032660 (1) ·
80041030 (1) ·
80045345 (1) ·
80055515 (1) ·
80074380 (1) ·
80075215 (1) ·
80075217 (1) ·
80075297 (1) ·
80102980 (1) ·
80103080 (1) ·
80212173 (1) ·
80212904 (1) ·
80213056 (1) ·
80214554 (1) ·
80214936 (1) ·
80215355 (1) ·
80215969 (1) ·
80220192 (1) ·
80230229 (1) ·
80230306 (1) ·
80230357 (1) ·
80240119 (1) ·
80282176 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
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 not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
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