Drilldown: bridge data
From Indian River Lagoon Project
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- 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:
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'Banana River ' (1) ·
'C-17 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-5A ' (1) ·
'CR-712 Midway Road ' (1) ·
'Cypress Creek ' (1) ·
'Deep Creek ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Gatlin Blvd ' (1) ·
'HOWARD CREEK ' (1) ·
'L-5 CANAL ' (1) ·
'Maytown Rd. ' (1) ·
'Maytown Road ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'S. R. 714 ' (1) ·
'S.R. 714 ' (1) ·
'Sottile Canal ' (1) ·
'SR-406 ' (1) ·
'SR-44 ' (1) ·
'SR-442 ' (1) ·
'SR-50 ' (1) ·
'SR-518 ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-76 ' (1) ·
'Ten Mile Creek ' (1) ·
'Tide Relief Canal ' (1) ·
'Tillman Canal ' (1) ·
'US-92 ' (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'Banana River Drive' (1) ·
'CR-3 ' (1) ·
'CR-512 ' (1) ·
'CR-880 ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I 95 SR 9 Ramp ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-A1A ' (1) ·
'WB Blue Heron Blvd' (1) ·
'WESTMORELAND BLVD ' (1) ·
I-95 (1)
Number 008:
Location 009:
'.5 miles South of SR-70 ' (1) ·
'0.3 Mile West of SR-513 ' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'2.3 Miles South of SR-40 ' (1) ·
'2.5 miles North of SR-706' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'4.5 Mi. N of SR-46 ' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'A1A on Singer Island ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-442 ' (1) ·
'I-95 NB over SR-50 ' (1) ·
'I-95 NB SR-518 ' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SB - CR-5A ' (1) ·
'I-95 SB - Sottile Canal ' (1) ·
'I-95 SB - SR-442 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'I-95 SB over SR-50 ' (1) ·
'I-95 SB over US-92 ' (1) ·
'I-95 SB SR-518 ' (1) ·
'I-95 SB- Tillman Canal ' (1) ·
'I-95 SB-Maytown Road ' (1) ·
'NB I-95 / SR 714 ' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95 / SR-714 ' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1) ·
'South of St. Lucie Canal ' (1) ·
'SR 706 to I 95 Ramp ' (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1)
Latitude 016:
Longitude 017:
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 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) ·
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:
N/A (1) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 42 results in range #1 to #42.
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