Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
bridge data > Service Under 042b 
:
Highway - Waterway or
Highway-railroad
& Superstructure 059:
Very Good
:
Highway - Waterway or
Highway-railroad
& Superstructure 059:
Very Good Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'Depot Ave & El Rio Canal' (1) ·
'FL TPK SR-91 ' (1) ·
'FL. TURNPIKE ' (1) ·
'Fla. Turnpike & 2 canals' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'Okeechobee Waterway ' (1) ·
'Old Dixie Hwy. & FEC RR ' (1) ·
'Ramps A G & C.S.X. RR ' (1) ·
'Ramps A&G/BelvedereRd/RR' (1) ·
'SR 710 and CSX RR ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-91 TPK-DRAINAGE CANAL' (1) ·
'SR-91 TPK/DRAINAGE CANAL' (1) ·
'Turnpike (SR-91) ' (1) ·
'US 98-SR 80-WPB Canal ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'CR-714 Indian St. ' (1) ·
'Hypoluxo Rd ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PBIA to SB I-95 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB I-95 to PBIA ' (1) ·
'SR-5 (US-1) NB ' (1) ·
'SR-91TPK NBSB 97.4' (1) ·
'SW 18TH ST WB ' (1) ·
'SW 18TH ST. EB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WB Forest Hill Bld' (1) ·
'WB SR 786 ' (1) ·
'YAMATO RD EB ' (1) ·
'YAMATO RD WB ' (1)
Number 008:
880103 (1) ·
880104 (1) ·
894062 (1) ·
930172 (1) ·
930481 (1) ·
930484 (1) ·
930488 (1) ·
930489 (1) ·
930492 (1) ·
930497 (1) ·
930514 (1) ·
931004 (1) ·
934166 (1) ·
934367 (1) ·
934925 (1) ·
934926 (1) ·
934945 (1) ·
934946 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
940114 (1)
Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.5 mi N of Atlantic Ave ' (1) ·
'0.75 mile South of SR 708' (1) ·
'0.9MI W OF POWERLINE RD ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.2 Mi. East of Lyons Rd.' (1) ·
'1.7 miles east of SR 7 ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles S of Oslo Rd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.9MI W OF MILITARY TRAIL' (1) ·
'4.3 MI NORTH OF SR-802 ' (1) ·
'PBIA/I-95 Interchange ' (1)
Latitude 016:
26195316 (1) ·
26195370 (1) ·
26233917 (1) ·
26233970 (1) ·
26280900 (1) ·
26342040 (1) ·
26390300 (1) ·
26404472 (1) ·
26412326 (1) ·
26412530 (1) ·
26413720 (1) ·
26413785 (1) ·
26453630 (1) ·
26461960 (1) ·
26503900 (1) ·
27093370 (1) ·
27171853 (1) ·
27172347 (1) ·
27281041 (1) ·
27281411 (1) ·
27332870 (1) ·
27332944 (1)
Longitude 017:
80035422 (1) ·
80040535 (1) ·
80041000 (1) ·
80041660 (1) ·
80052100 (1) ·
80054200 (1) ·
80054725 (1) ·
80080080 (1) ·
80095982 (1) ·
80101305 (1) ·
80101307 (1) ·
80101583 (1) ·
80101586 (1) ·
80102300 (1) ·
80102700 (1) ·
80151390 (1) ·
80220651 (1) ·
80220740 (1) ·
80251481 (1) ·
80251602 (1) ·
80252971 (1) ·
80254109 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059: (Click arrow to add another value)
Substructure 060:
Channel 061:
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)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations (including piles) on dry land well above flood water elevations. (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:
10063 (1) ·
10875 (1) ·
133595 (1) ·
176174 (1) ·
184778 (1) ·
198658 (1) ·
24724 (1) ·
25375 (1) ·
32445 (1) ·
32965 (1) ·
37302 (1) ·
40773 (1) ·
41640 (1) ·
5899 (1) ·
66364 (1) ·
67231 (1)
Clearance 116:
Showing below up to 22 results in range #1 to #22.
