Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'COLLIER CREEK ' (1) ·
'E-2W CANAL ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'HALF MILE LAKE ' (1) ·
'HILLSBORO CANAL L-14 ' (1) ·
'SFWMD C-15 CANAL ' (1) ·
'SR-91 Fl. Tpk ' (1) ·
'SR786 I95 I95 Ramps ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'BARBER STREET ' (1) ·
'BRANT DR/CARL BOTT' (1) ·
'EB 706 To SB I-95 ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE 7TH STREET ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SR786 WB to SB I95' (1) ·
'SR91 NB TPK 86.69 ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB OFF RP81.9' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'SR91 SB TPK 87.213' (1) ·
'STAR ISLAND WAY ' (1)
Number 008:
885602 (1) ·
885605 (1) ·
894001 (1) ·
894017 (1) ·
894018 (1) ·
930384 (1) ·
930388 (1) ·
930429 (1) ·
930430 (1) ·
930431 (1) ·
930432 (1) ·
931007 (1) ·
935100 (1) ·
935501 (1) ·
940027 (1) ·
940038 (1)
Location 009:
'.2MI S of LINDELL BLVD ' (1) ·
'0.25 MI N OF ATLANTIC AVE' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.5 MI. E OF SR-80 ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.1MI N of CR 512 ' (1) ·
'150FT N OF JOYHAVEN DR ' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'I 95 SR 786 Interchange ' (1) ·
'Tpk. SR 706 Interchange ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
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 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:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 16 results in range #1 to #16.
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