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)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Barge Canal ' (1) ·
'C-17 Canal ' (1) ·
'CSX RR ' (1) ·
'Drainage Canal ' (1) ·
'E-2-W canal ' (1) ·
'I 95 SR 9 ' (1) ·
'IWW Halifax River ' (1) ·
'IWW Indian River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Moore's Creek ' (1) ·
'None ' (1) ·
'Over D Canal ' (1) ·
'St Lucie River / SR-707 ' (1) ·
'St. Lucie River/SR-707 ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Boynton Bch Blvd ' (1) ·
'Boynton Bch Blvd. ' (1) ·
'E Gateway Blvd ' (1) ·
'EB Blue Heron Blvd' (1) ·
'NB I 95 to Gateway' (1) ·
'NB US-1 / SR-5 ' (1) ·
'SB US-1/SR-5 ' (1) ·
'SR-3 ' (1) ·
'SR-40 EB ' (1) ·
'SR-430 EB ' (1) ·
'SR-430 WB ' (1) ·
'SR-44 ' (1) ·
'Tangerine Drive ' (1) ·
'US-1 (SR-5) ' (1) ·
'US98/441 SR15/700 ' (1) ·
'WB Blue Heron Blvd' (1)
Number 008:
700201 (1) ·
790163 (1) ·
790172 (1) ·
790174 (1) ·
790175 (1) ·
890151 (1) ·
890152 (1) ·
890153 (1) ·
890154 (1) ·
890155 (1) ·
890156 (1) ·
890157 (1) ·
930433 (1) ·
930434 (1) ·
930435 (1) ·
930438 (1) ·
930448 (1) ·
930449 (1) ·
930467 (1) ·
930468 (1) ·
930800 (1) ·
940151 (1)
Location 009:
'0.5 MILES WEST OF SR-809 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1 mile North of SR-70 ' (1) ·
'1.5 mile North of SR 804 ' (1) ·
'1.5 miles North of SR 804' (1) ·
'1.7mi W Forrest/Tangerine' (1) ·
'11.4Mi N of Palm Beach Co' (1) ·
'1mi S of SR-707 on SR-5 ' (1) ·
'3.9Mi N. of Palm Beach Co' (1) ·
'4.7Mi N. of Palm Beach Co' (1) ·
'7.4Mi N. of Palm Beach Co' (1) ·
'7.9 Mi N of Palm Beach Co' (1) ·
'700 ft S of Gateway Blvd ' (1) ·
'BOYNTON BCH EAST OF TPK ' (1) ·
'BOYNTON BCH WEST OF TPK ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-40 EB - Tomoka River ' (1) ·
'SR-430 EB - Halifax River' (1) ·
'SR-430 WB - Halifax River' (1) ·
'SR-44 - Indian River ' (1)
Latitude 016:
26314057 (1) ·
26314182 (1) ·
26314200 (1) ·
26325800 (1) ·
26330210 (1) ·
26330220 (1) ·
26410304 (1) ·
26465833 (1) ·
26465903 (1) ·
27004265 (1) ·
27012529 (1) ·
27033480 (1) ·
27040084 (1) ·
27063920 (1) ·
27120317 (1) ·
27121800 (1) ·
27265830 (1) ·
28242782 (1) ·
29021928 (1) ·
29134915 (1) ·
29135230 (1) ·
29151698 (1)
Longitude 017:
80041200 (1) ·
80041240 (1) ·
80041485 (1) ·
80052832 (1) ·
80053013 (1) ·
80075210 (1) ·
80101941 (1) ·
80102313 (1) ·
80152627 (1) ·
80153156 (1) ·
80162939 (1) ·
80193646 (1) ·
80373536 (1) ·
80375331 (1) ·
80385060 (1) ·
80390367 (1) ·
80395040 (1) ·
80422088 (1) ·
80542264 (1) ·
81011854 (1) ·
81012071 (1) ·
81072493 (1)
Owner 022: (Click arrow to add another value)
Built 027: (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)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1)
Inspect Date 090:
Direction 102:
Rebuilt 106:
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 22 results in range #1 to #22.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
