Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-17 CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-51 Canal ' (1) ·
'City St. & Crane Creek ' (1) ·
'CSX RR ' (1) ·
'E-1 Canal ' (1) ·
'E-2 East Canal ' (1) ·
'E-3 Canal ' (1) ·
'Eau Gallie River ' (1) ·
'Elbow Creek ' (1) ·
'FLORIDA TURNPIKE SR-91 ' (1) ·
'L-6 Canal ' (1) ·
'LATERAL CANAL #45 ' (1) ·
'Melb Tillman Canal 37 ' (1) ·
'SR 60 ' (1) ·
'SR 802 Lake Worth Rd ' (1) ·
'SR-806 Atlantic Ave ' (1) ·
'SR-91 (Fla. Turnpike) ' (1) ·
'Summit Boulevard ' (1) ·
'West Palm Beach Canal ' (1) ·
Horse Creek (1)
Critical 006b:
Facility 007:
'45TH STREET ' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Rd ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'Indiantown Rd. ' (1) ·
'JOG ROAD ' (1) ·
'Malabar Rd ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB US-441 (SR-7) ' (1) ·
'SR 804 ' (1) ·
'SR 9 (I-95) ' (1) ·
'SR-807 Congress Av' (1) ·
'SR-808 Glades Road' (1) ·
'SR-91 TPK NS 81.77' (1) ·
'SR91 N/S TPK 76.17' (1) ·
'US-1 ' (1) ·
'West Atlantic Ave.' (1) ·
US-1 (1)
Number 008:
700006 (1) ·
700007 (1) ·
700008 (1) ·
700206 (1) ·
705953 (1) ·
880102 (1) ·
930240 (1) ·
930262 (1) ·
930289 (1) ·
930292 (1) ·
930374 (1) ·
930409 (1) ·
930412 (1) ·
930414 (1) ·
930466 (1) ·
931006 (1) ·
934100 (1) ·
934295 (1) ·
934297 (1) ·
934362 (1) ·
945274 (1)
Location 009:
'0.1 mi E of Minton Rd ' (1) ·
'0.2 Mi. E OF I-95 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1.0M S OF OKEECHOBEE BLVD' (1) ·
'1.0mile south of SR-80 ' (1) ·
'1/2 mile W of SR-809 ' (1) ·
'2 mi. N of Lantana Rd ' (1) ·
'5.1 MI SOUTH OF SR-804 ' (1) ·
'AT SR-7 & Hypoluco Rd ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Glades Rd. & Turnpike ' (1) ·
'I-95 over SR-60 ' (1) ·
'Just West of I 95 ' (1) ·
'S of Southrn/Haverhll Int' (1) ·
'SR-7 & SR-80 intersection' (1) ·
'SR-91 OVER LAT CANAL 45 ' (1) ·
'Tpk. / SR 706 Interchange' (1) ·
'US-1 - Crane Cr & City St' (1) ·
'US-1 over Elbow Creek ' (1) ·
'US-1- Eau Gallie River ' (1) ·
US-1 over Horse Creek (1)
Latitude 016:
25564070 (1) ·
26220396 (1) ·
26221756 (1) ·
26271349 (1) ·
26272749 (1) ·
26314400 (1) ·
26341358 (1) ·
26364900 (1) ·
26394300 (1) ·
26395750 (1) ·
26403896 (1) ·
26404695 (1) ·
26420393 (1) ·
26453191 (1) ·
27174000 (1) ·
27382038 (1) ·
27595668 (1) ·
28043878 (1) ·
28070512 (1) ·
28072700 (1) ·
28100028 (1)
Longitude 017:
80040685 (1) ·
80041480 (1) ·
80042770 (1) ·
80051756 (1) ·
80051800 (1) ·
80071317 (1) ·
80075082 (1) ·
80085094 (1) ·
80101354 (1) ·
80101504 (1) ·
80102834 (1) ·
80120775 (1) ·
80121946 (1) ·
80253500 (1) ·
80310299 (1) ·
80360835 (1) ·
80374336 (1) ·
80375049 (1) ·
80384071 (1) ·
80401800 (1) ·
80901477 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
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 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: (Click arrow to add another value)
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 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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