Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
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- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CROOKED CREEK ' (1) ·
'HALF MILE LAKE ' (1) ·
'MANATEE POCKET ' (1) ·
'Okeechobee Waterway ' (1) ·
'ORANGE CANAL ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TEN MILE CREEK ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'HORSESHOE POINT RD' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PINE LAKE ROAD ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'TROPICALIA AVE. ' (1)
Number 008:
884054 (1) ·
890083 (1) ·
890101 (1) ·
890112 (1) ·
894000 (1) ·
894001 (1) ·
894014 (1) ·
894017 (1) ·
894018 (1) ·
894029 (1) ·
894042 (1) ·
894049 (1) ·
894050 (1) ·
894051 (1) ·
894052 (1) ·
894062 (1) ·
934299 (1) ·
940053 (1) ·
940072 (1) ·
940076 (1) ·
940121 (1) ·
940134 (1) ·
940951 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'FT PIERCE INTERCHANGE ' (1)
Latitude 016:
26405650 (1) ·
27023873 (1) ·
27024321 (1) ·
27044012 (1) ·
27044356 (1) ·
27044705 (1) ·
27060944 (1) ·
27062187 (1) ·
27084791 (1) ·
27091468 (1) ·
27093370 (1) ·
27112563 (1) ·
27121998 (1) ·
27132091 (1) ·
27134072 (1) ·
27140482 (1) ·
27163478 (1) ·
27224619 (1) ·
27224640 (1) ·
27240944 (1) ·
27243006 (1) ·
27244449 (1) ·
27373700 (1)
Longitude 017:
80080433 (1) ·
80080562 (1) ·
80112778 (1) ·
80120030 (1) ·
80140376 (1) ·
80151390 (1) ·
80161911 (1) ·
80162515 (1) ·
80162552 (1) ·
80170170 (1) ·
80170422 (1) ·
80175123 (1) ·
80183914 (1) ·
80195431 (1) ·
80213627 (1) ·
80222157 (1) ·
80224294 (1) ·
80231097 (1) ·
80231141 (1) ·
80235220 (1) ·
80240119 (1) ·
80240727 (1) ·
80310465 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058: (Click arrow to add another value)
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 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 23 results in range #1 to #23.
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