Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Direction 005e:
Features 006a:
'Burns Road ' (1) ·
'C-51 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'CPB20 CANAL ' (1) ·
'CR 782 Linton Blvd ' (1) ·
'Danforth Creek ' (1) ·
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'FL TPK (SR-91) ' (1) ·
'Kyoto Gardens Dr ' (1) ·
'Lake Ida Road ' (1) ·
'Lateral C Canal ' (1) ·
'LWDD E- 2W CANAL ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-2W CANAL ' (1) ·
'PGA Blvd SR 786 ' (1) ·
'RELIEF CANAL ' (1) ·
'Rowland Canal ' (1) ·
'SR 786 PGA Blvd ' (1) ·
'SR 806 (Atlantic Ave.) ' (1) ·
'SR 806 W Atlantic Avenue' (1) ·
'SR-70 (Okeechobee Rd.) ' (1) ·
'SW 10th St. Lowson Blvd ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Turkey Creek ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD EB ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CLINT MOORE RD. EB' (1) ·
'CLINT MOORE RD. WB' (1) ·
'EB SR - 714 ' (1) ·
'GOLDFINCH LANE ' (1) ·
'I 95 NB SR 9 ' (1) ·
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'LYONS ROAD ' (1) ·
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'NB I-95 (S.R.9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
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'Oslo Rd (CR-606) ' (1) ·
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'Roebuck Road ' (1) ·
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'SPARROW DRIVE ' (1) ·
'Spotted Fawn Way ' (1) ·
'SR 811 to SB I 95 ' (1) ·
'SR-60 EB ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'WB Lake Worth Rd. ' (1) ·
'West Farms Road ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700212 (1) ·
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704203 (1) ·
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940101 (1) ·
940102 (1)
Location 009:
'0.1MI N OF SANDPIPER AVE.' (1) ·
'0.3MI W OF RYL PALM BH BL' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'1.0 Mi West of Haverhill ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.5 miles South of SR 806' (1) ·
'1.6 miles East of SR-507 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'1.9 Mile E of US441 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1mi. east of Jog Rd. ' (1) ·
'1mi. N of North Lake Blvd' (1) ·
'1mi. N of Northlake Blvd.' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2mi S of SR-68(Orange Av)' (1) ·
'2Mi. West of CR-512 ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At Lake Washington Rd ' (1) ·
'Between N Lake/PGA Blvds ' (1) ·
'Between N Lake/PGA Blvds.' (1) ·
'E Congress Ave & N SR 806' (1) ·
'E Congress Ave & S SR 806' (1) ·
'I 95 Over Lowson Blvd ' (1) ·
'I-95 SR 806 interchange ' (1) ·
'I-95/SR 806 interchange ' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'NW quad SR811/786 intchge' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
26243156 (1) ·
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28010115 (1) ·
28050471 (1) ·
28050547 (1) ·
28052963 (1) ·
28053134 (1) ·
28085200 (1)
Longitude 017:
80051800 (1) ·
80051925 (1) ·
80052000 (1) ·
80052100 (1) ·
80052215 (1) ·
80052340 (1) ·
80052450 (1) ·
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80054982 (1) ·
80055205 (1) ·
80060655 (1) ·
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80101850 (1) ·
80101852 (1) ·
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80140096 (1) ·
80161483 (1) ·
80183914 (1) ·
80231716 (1) ·
80231922 (1) ·
80254958 (1) ·
80285590 (1) ·
80354573 (1) ·
80403784 (1) ·
80424100 (1) ·
80450403 (1) ·
80450449 (1) ·
80454978 (1) ·
80494825 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
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) ·
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:
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 condition. Scour is determined to be within the limits of footing or piles by assessment, by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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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