Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
Date: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Aurantia Rd. ' (1) ·
'C-17 Canal ' (1) ·
'C-18 Canal ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-5A ' (1) ·
'CR-712 Midway Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'Gatlin Blvd ' (1) ·
'HOWARD CREEK ' (1) ·
'I-4 ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'LWDD E- 2W 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) ·
'SR-91 (FL TPK) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Tillman Canal ' (1) ·
'US-92 ' (1) ·
'W. Relief Indian River ' (1) ·
Lake Washington Road (1) ·
Sottile Canal (1)
Critical 006b:
Facility 007:
'CLINT MOORE RD. WB' (1) ·
'CR-512 ' (1) ·
'CR-880 ' (1) ·
'Graves Ave ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'Jensen Bch. Cswy. ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Orange camp Rd. ' (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-44 EB ' (1) ·
'SR-44 WB ' (1) ·
'SR-91 TPK NB 131.0' (1) ·
'WB Blue Heron Blvd' (1) ·
'WESTMORELAND BLVD ' (1) ·
I-95 (1) ·
I-95 SB (1)
Number 008:
Location 009:
'.75 Mile South Midway Rd.' (1) ·
'0.6MI W OF US-1 ' (1) ·
'1 Mile East of I-95 ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.9 Mi E of US-441 ' (1) ·
'3.7 MI S. OF STUART INT. ' (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) ·
'Graves Ave over I-4 ' (1) ·
'I-95 NB - Maytown Road ' (1) ·
'I-95 NB - SR-44 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 NB over SR-50 ' (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) ·
'Orange camp Rd. over I-4 ' (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) ·
'SR-44 EB - I-4 ' (1) ·
'SR-44 WB over I-4 ' (1) ·
'W. of Jensen Bch. Cswy. ' (1) ·
I-95 NB - Sottile Canal (1) ·
I-95 NB and CR-5A (1) ·
I-95 SB -Lk Washington Rd (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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:
Showing below up to 42 results in range #1 to #42.
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