Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status:
Date:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Clint Moore Road ' (1) ·
'CSX-RR ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
'Intracoastal Waterway ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Rose Bay ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'St. Lucie River ' (1) ·
'St.Lucie River ' (1) ·
'Tomoka River ' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'E/B S.R. A1A ' (1) ·
'Haverhill Rd ' (1) ·
'Lantana Road ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'SR-44 ' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'ST LUCIE W BLVD EB' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'W/B S.R. A1A ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790176 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
890158 (1) ·
890160 (1) ·
894053 (1) ·
894055 (1) ·
930370 (1) ·
930463 (1) ·
930464 (1) ·
930469 (1) ·
931000 (1) ·
934359 (1) ·
934365 (1) ·
934366 (1) ·
949902 (1)
Location 009:
'0.1MI W OF BAYSHORE BLVD ' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3mi East of SR5 on A1A ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'US-1 NB - Spruce Cr. S. ' (1) ·
'US-1 NB - Spruce Creek ' (1) ·
'US-1 SB - Tomoka River ' (1) ·
'US-1 SB over Rose Bay ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
26243201 (1) ·
26271300 (1) ·
26313736 (1) ·
26314000 (1) ·
26352535 (1) ·
26352546 (1) ·
26361478 (1) ·
26422570 (1) ·
27011625 (1) ·
27083630 (1) ·
27115581 (1) ·
27115681 (1) ·
27190373 (1) ·
29012750 (1) ·
29050250 (1) ·
29051110 (1) ·
29051931 (1) ·
29061303 (1) ·
29125666 (1) ·
29125688 (1) ·
29181820 (1)
Longitude 017:
80031431 (1) ·
80043790 (1) ·
80072023 (1) ·
80101701 (1) ·
80102240 (1) ·
80102572 (1) ·
80120030 (1) ·
80121500 (1) ·
80121800 (1) ·
80122748 (1) ·
80122859 (1) ·
80222756 (1) ·
80263114 (1) ·
80580170 (1) ·
80580651 (1) ·
80581106 (1) ·
80581931 (1) ·
81005684 (1) ·
81005748 (1) ·
81053911 (1) ·
81211769 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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:
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 21 results in range #1 to #21.
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