Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'CSX-RR ' (1) ·
'Danforth Creek ' (1) ·
'E-1 Canal ' (1) ·
'Halifax River IWW ' (1) ·
'I 95 and SR 704 ' (1) ·
'LIPTOG CANAL ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'Rose Bay ' (1) ·
'Spruce Creek ' (1) ·
'Spruce Creek N. Relief ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR-76 & St. Lucie Canal ' (1) ·
'Tomoka River ' (1) ·
'WPB WATER SUPPLY CANAL ' (1)
Critical 006b:
Facility 007:
'Boynton Beach Blvd' (1) ·
'Haverhill Rd ' (1) ·
'PINE RIDGE WAY ' (1) ·
'SR-40 ' (1) ·
'SR-44 ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
'US-441 SR-15 ' (1) ·
'US-92 EB ' (1) ·
'US-92 WB ' (1) ·
'VILLAGE BLVD ' (1) ·
'VILLAGE BLVD (NB) ' (1) ·
'VILLAGE BLVD (SB) ' (1) ·
'WB SR - 714 ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
790132 (1) ·
790156 (1) ·
790158 (1) ·
790160 (1) ·
790161 (1) ·
790176 (1) ·
790185 (1) ·
790187 (1) ·
790188 (1) ·
890103 (1) ·
890135 (1) ·
930401 (1) ·
930464 (1) ·
930469 (1) ·
934359 (1) ·
937710 (1) ·
937711 (1) ·
937712 (1) ·
937714 (1)
Location 009:
'0.4MI S of Melaleuca Ln ' (1) ·
'0.8MI S OF 45TH ST CR702 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2Mi S of 45TH ST CR-702 ' (1) ·
'50FT W OF VILLAGE BLVD ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SR-40 over IWW ' (1) ·
'SR-44 over CSX-RR ' (1) ·
'SR-808 at SR-7 Boca Raton' (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-441 and SR-76 ' (1) ·
'US-92 EB - Halifax River ' (1) ·
'US-92 WB - Halifax Ri IWW' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
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)
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:
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:
Future Year 115:
Clearance 116:
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