Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- definition (254)
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Use the filters below to narrow your results.
ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'CSX-RR ' (1) ·
'DANFORTH CREEK ' (1) ·
'E 3.5 AIRPORT CANAL ' (1) ·
'E-2W Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'Lake Gertie ' (1) ·
'Lake Worth Creek Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD L30 Canal ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'Rio Mar Bay ' (1) ·
'South Relief Canal ' (1) ·
'SR 811 & FEC RR ' (1) ·
'St Johns River Relief ' (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'Benoist Farms Rd ' (1) ·
'Cassadaga Road ' (1) ·
'CHERRY ROAD ' (1) ·
'CITRUS BLVD. ' (1) ·
'Congress Avenue ' (1) ·
'CR-92 EB ' (1) ·
'CR605 Old Dixie ' (1) ·
'EB SR 786 ' (1) ·
'Hagen Ranch Road ' (1) ·
'Investment Lane ' (1) ·
'LYONS ROAD ' (1) ·
'MAPP ROAD ' (1) ·
'River Drive ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB SR 5 (US-1) ' (1) ·
'SR-415 ' (1) ·
'SR-44 ' (1) ·
'SR70 WB Okeechobee' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'W/B Atlantic Ave ' (1)
Number 008:
790176 (1) ·
790198 (1) ·
790210 (1) ·
794186 (1) ·
884084 (1) ·
884086 (1) ·
885812 (1) ·
894059 (1) ·
894060 (1) ·
930184 (1) ·
930440 (1) ·
930491 (1) ·
930528 (1) ·
930542 (1) ·
934162 (1) ·
934229 (1) ·
934711 (1) ·
934731 (1) ·
934958 (1) ·
937710 (1) ·
940136 (1)
Location 009:
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2MILE S OF SW BECKER RD' (1) ·
'0.4 MILE EAST OF SR-809 ' (1) ·
'0.4 Mile West of US 17-92' (1) ·
'0.5 E of Military Trail ' (1) ·
'03 mi N of SR 706 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.3 Mi. North of CR-606 ' (1) ·
'100Ft. South of Bay Drive' (1) ·
'1mi. West of CR-613 ' (1) ·
'1st overpass east of I-95' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'Atlantic Ave./Fl. Tpk. ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-44 over CSX-RR ' (1)
Latitude 016:
26252840 (1) ·
26271450 (1) ·
26290179 (1) ·
26404400 (1) ·
26404575 (1) ·
26415000 (1) ·
26424967 (1) ·
26440066 (1) ·
26475245 (1) ·
26503600 (1) ·
26561490 (1) ·
27102500 (1) ·
27122000 (1) ·
27220468 (1) ·
27361500 (1) ·
27375420 (1) ·
27382700 (1) ·
28485599 (1) ·
28575858 (1) ·
29012750 (1) ·
29031634 (1)
Longitude 017:
80045820 (1) ·
80050018 (1) ·
80052490 (1) ·
80053241 (1) ·
80054600 (1) ·
80055517 (1) ·
80061975 (1) ·
80094882 (1) ·
80102700 (1) ·
80102980 (1) ·
80110316 (1) ·
80161000 (1) ·
80214400 (1) ·
80221900 (1) ·
80231300 (1) ·
80274700 (1) ·
80324769 (1) ·
81112589 (1) ·
81151506 (1) ·
81184077 (1) ·
81211769 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
Showing below up to 21 results in range #1 to #21.
