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: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Danforth Creek ' (1) ·
'Goat Creek ' (1) ·
'S Fork St. Lucie River ' (1) ·
'Sebastian Canal ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-514 ' (1) ·
'SR-91 (Fl. Tpk.) ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Tillman Canal ' (1) ·
'Turkey Creek ' (1)
Critical 006b:
Facility 007:
'Babcock Street ' (1) ·
'Briar Creek Blvd. ' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR - 714 ' (1) ·
'Hurley Blvd ' (1) ·
'HURON WAY ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Malabar Rd ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORFOLK BLVD. ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-714 ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 SB TPK 134.32' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'WB Martin Downs Bd' (1) ·
'WB SR - 714 ' (1)
Number 008:
700034 (1) ·
700119 (1) ·
700202 (1) ·
700204 (1) ·
700205 (1) ·
704004 (1) ·
704042 (1) ·
705500 (1) ·
705919 (1) ·
890038 (1) ·
890066 (1) ·
890068 (1) ·
890083 (1) ·
890085 (1) ·
890121 (1) ·
890122 (1) ·
890134 (1) ·
890135 (1) ·
890143 (1) ·
890159 (1) ·
891000 (1) ·
894047 (1) ·
894048 (1)
Location 009:
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.6 mi S of Pt Malabar Bl' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 Miles West of CR-509 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7 MI S. OF STUART INT. ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'8 mi South of Malabar Rd ' (1) ·
'I-95 - SR-514 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-714 East of Fla. Tpke.' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
'Turnpike at Stuart exit. ' (1) ·
'US-1 NB over Goat Creek ' (1) ·
'US-1 SB over Goat Creek ' (1)
Latitude 016:
27070362 (1) ·
27070395 (1) ·
27072925 (1) ·
27073032 (1) ·
27085780 (1) ·
27090600 (1) ·
27092801 (1) ·
27094100 (1) ·
27101997 (1) ·
27102072 (1) ·
27102221 (1) ·
27102733 (1) ·
27103152 (1) ·
27121998 (1) ·
27531888 (1) ·
27580607 (1) ·
27580636 (1) ·
27591529 (1) ·
27595475 (1) ·
27595640 (1) ·
28003795 (1) ·
28004733 (1) ·
28004737 (1)
Longitude 017:
80142587 (1) ·
80142967 (1) ·
80153061 (1) ·
80154828 (1) ·
80161373 (1) ·
80161483 (1) ·
80162916 (1) ·
80162980 (1) ·
80164549 (1) ·
80164845 (1) ·
80180781 (1) ·
80181600 (1) ·
80184796 (1) ·
80195431 (1) ·
80323926 (1) ·
80324008 (1) ·
80355219 (1) ·
80372083 (1) ·
80374985 (1) ·
80382659 (1) ·
80382780 (1) ·
80424614 (1) ·
80424640 (1)
Owner 022:
Built 027:
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:
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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
Showing below up to 23 results in range #1 to #23.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
