Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Direction 005e:
Features 006a:
'CANAL C-108 ' (1) ·
'CANAL E-2-E(BOYN BC INT)' (1) ·
'CANAL E-2-W(BOYN BC INT)' (1) ·
'CANAL E-84 ' (1) ·
'DANFORTH CREEK ' (1) ·
'E-1 CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'HUNGERFORD CANAL ' (1) ·
'I-4 ' (1) ·
'Lateral A Canal ' (1) ·
'Main Relief Canal ' (1) ·
'Sawgrass Creek ' (1) ·
'St Johns River Relief ' (1) ·
'TEN MILE CREEK ' (1) ·
Sawgrass Creek (1) ·
St Johns River (1) ·
St Johns River Relief (1) ·
St. Johns River (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'27th Street ' (1) ·
'AIROSO BLVD. ' (1) ·
'AUDUBON BLVD. ' (1) ·
'CR-4139 ' (1) ·
'CR-713 ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'DARWIN BLVD ' (1) ·
'N CENTRAL PARK BLV' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SELVITZ RD. ' (1) ·
'SR91 NB TPK 86.88 ' (1) ·
'SR91 SB TPK 86.85 ' (1) ·
'US-192 EB ' (1) ·
'US-192 WB ' (1) ·
US-192 EB (1) ·
US-192 WB (1)
Number 008:
700018 (1) ·
700023 (1) ·
700212 (1) ·
700213 (1) ·
700214 (1) ·
700215 (1) ·
790212 (1) ·
884077 (1) ·
884084 (1) ·
894009 (1) ·
930430 (1) ·
930431 (1) ·
934922 (1) ·
934923 (1) ·
935502 (1) ·
940015 (1) ·
944013 (1) ·
945253 (1) ·
945260 (1) ·
945262 (1)
Location 009:
'0.2 MI W OF LINDELL BLVD ' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6MI N OF PLMTTO PARK RD' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'130ft. S of Aviation Blvd' (1) ·
'6.2 MILES SOUTH OF SR-802' (1) ·
'CR-4139 over I-4 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'US-192 WB-St Johns Relief' (1) ·
'US-192EB - Sawgrass Creek' (1) ·
US-192 EB-St Johns Relief (1) ·
US-192 EB-St Johns River (1) ·
US-192 WB - Sawgrass Cr. (1) ·
US-192 WB- St Johns River (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029: (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) ·
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 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 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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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)
Clearance 116:
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