Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Kind 043a:
Prestressed concrete 
& Substructure 060:
Satisfactory
& Future Year 115:
2039
& Substructure 060:
Satisfactory
& Future Year 115:
2039 Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'C-18 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-24 ' (1) ·
'COLLIER CREEK ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'El Rio Canal (E-4) ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH PALM BCH WATERWAY ' (1) ·
'TAYLOR CREEK ' (1)
Critical 006b:
Facility 007:
'BEL LIDO DRIVE ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR605 OLD DIXIE HW' (1) ·
'FLEMING STREET ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'LIGHTHOUSE DRIVE ' (1) ·
'RANGE LINERD CR609' (1) ·
'SAVONA BLVD. ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SR 794 (Yamato Rd)' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'STAR ISLAND WAY ' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
885604 (1) ·
890079 (1) ·
894017 (1) ·
894018 (1) ·
894021 (1) ·
930015 (1) ·
930241 (1) ·
930356 (1) ·
935900 (1) ·
936550 (1) ·
940020 (1) ·
940026 (1) ·
940029 (1) ·
940041 (1) ·
945256 (1)
Location 009:
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.3 MILES NORTH OF US-1 ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3MI E OF PROSPERITY FAR' (1) ·
'0.3MI N of CR 512 ' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'2.5Mi W of US-1 ' (1) ·
'200ft. W of A1A ' (1) ·
'ADJ TO CR-607A ANGLE RD ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'E Congress Ave. & W I-95 ' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Deck 058:
Superstructure 059:
Substructure 060: (Click arrow to add another value)
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)
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 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)
Future 114:
Future Year 115: (Click arrow to add another value)
Clearance 116:
Showing below up to 15 results in range #1 to #15.
