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:
Direction 005e:
Features 006a:
Critical 006b:
Facility 007:
'CR-726 CITRUS BLVD' (1) ·
'CR714 PALM CITY RD' (1) ·
'ISLAND WAY ' (1) ·
'River Drive ' (1) ·
'SR A1A ' (1) ·
'SR-472 EB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'WB SR-70 ' (1)
Number 008:
790053 (1) ·
885812 (1) ·
890039 (1) ·
894029 (1) ·
894044 (1) ·
940049 (1) ·
940076 (1) ·
940082 (1) ·
940084 (1) ·
940120 (1) ·
940121 (1) ·
940136 (1) ·
940951 (1)
Location 009:
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1/2MI S of US-1 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'SR A1A FPL Nuc P Intake ' (1) ·
'SR-472 EB over I-4 ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 13 results in range #1 to #13.
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