Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 CANAL ' (1) ·
'C-17 Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CANAL L-30 ' (1) ·
'CPB20 CANAL ' (1) ·
'CR 512 (Fellsmere Rd.) ' (1) ·
'CSX Railroad ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EL RIO CANAL ' (1) ·
'Lake Ida Canal E-4 ' (1) ·
'Lateral Canal 30 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'M-1 CANAL ' (1) ·
'MAIN CANAL VERO BEACH ' (1) ·
'Palmetto Park Road ' (1) ·
'Platt Ranch Access Road ' (1) ·
'S. Fork St. Lucie River ' (1) ·
'SFWMD C-51 CANAL ' (1) ·
'SR-421 ' (1)
Critical 006b:
Facility 007:
'COUNTY LINE RD ' (1) ·
'EL CLAIR RANCH RD.' (1) ·
'I 95 NB ' (1) ·
'I 95 SB ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 NB ' (1) ·
'JOG ROAD ' (1) ·
'NW 7TH STREET ' (1) ·
'OKEECHOBEE RD WB ' (1) ·
'OKEECHOBEE RD. EB ' (1) ·
'OLD DIXIE HWY ' (1) ·
'Peninsula Corp Dr ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SAVONA BLVD. ' (1) ·
'SPARROW DRIVE ' (1) ·
'SR 710 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-76 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'St. Johns Heritage' (1) ·
'US-1 (SR-5) ' (1)
Number 008:
704190 (1) ·
790229 (1) ·
880085 (1) ·
880105 (1) ·
890079 (1) ·
890127 (1) ·
894021 (1) ·
930188 (1) ·
930199 (1) ·
930241 (1) ·
930443 (1) ·
930455 (1) ·
930490 (1) ·
930534 (1) ·
934116 (1) ·
934220 (1) ·
934222 (1) ·
934273 (1) ·
934419 (1) ·
934911 (1) ·
935221 (1) ·
937360 (1) ·
945256 (1)
Location 009:
'.25 mi East of I-95 ' (1) ·
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.2Mi W OF ROYAL P.B. BLV' (1) ·
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5MI N of GATLIN BLVD. ' (1) ·
'0.75 Mile North of SR-60 ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.2Mi N OF LAKE IDA RD. ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.3 mile S of Linton Rd. ' (1) ·
'2 miles N of Atlantic Ave' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.7 miles N of SR 806 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'3.8Mi S of Brevard Cty L ' (1) ·
'AT SOUTHERN BLVD. ' (1) ·
'Boca Raton ' (1) ·
'I-95 NB over SR-421 ' (1)
Latitude 016:
26210275 (1) ·
26212337 (1) ·
26251431 (1) ·
26252148 (1) ·
26290100 (1) ·
26290227 (1) ·
26295890 (1) ·
26404140 (1) ·
26415887 (1) ·
26422207 (1) ·
26422263 (1) ·
26461200 (1) ·
26485165 (1) ·
26571548 (1) ·
26581931 (1) ·
26590684 (1) ·
27064891 (1) ·
27161021 (1) ·
27385744 (1) ·
27460370 (1) ·
28024500 (1) ·
29062200 (1)
Longitude 017:
80042484 (1) ·
80043488 (1) ·
80044365 (1) ·
80050470 (1) ·
80052717 (1) ·
80053100 (1) ·
80055370 (1) ·
80065384 (1) ·
80070410 (1) ·
80070500 (1) ·
80082019 (1) ·
80084271 (1) ·
80095581 (1) ·
80104223 (1) ·
80135980 (1) ·
80135984 (1) ·
80140096 (1) ·
80152053 (1) ·
80231068 (1) ·
80240150 (1) ·
80330480 (1) ·
80448000 (1) ·
81014200 (1)
Owner 022:
Built 027:
Traffic 029:
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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:
Clearance 116:
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