Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'CANAL ' (1) ·
'Casa Mar Dr ' (1) ·
'DRAINAGE CANAL ' (1) ·
'FORK OF ST. LUCIE RIVER ' (1) ·
'H-20 CANAL ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LATERAL A CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E3 Canal ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'NORTH RELIEF CANAL ' (1) ·
'PARK LATERAL CANAL ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Troup Indiantown Canal ' (1)
Critical 006b:
Facility 007:
'101ST STREET ' (1) ·
'109TH STREET ' (1) ·
'26TH STREET ' (1) ·
'53RD STREET ' (1) ·
'97 TH STREET ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-510 WABASSO RD ' (1) ·
'CR-512 ' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR5A OLD DIXIE HWY' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'DAVIS ROAD ' (1) ·
'ELLISON WILSON RD ' (1) ·
'Lyons Rd ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PRIMA VISTA BLVD. ' (1) ·
'PURDY LANE ' (1) ·
'Riverbend Park Rd ' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'Woolbright Road ' (1)
Number 008:
880062 (1) ·
880063 (1) ·
884003 (1) ·
884019 (1) ·
884036 (1) ·
884061 (1) ·
884063 (1) ·
884064 (1) ·
884068 (1) ·
890043 (1) ·
890044 (1) ·
894053 (1) ·
934131 (1) ·
934176 (1) ·
934322 (1) ·
934954 (1) ·
934989 (1) ·
937202 (1) ·
941000 (1) ·
944012 (1) ·
945273 (1)
Location 009:
'0.2Mi S of COVE RD ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.3MI W OF CR-507 ' (1) ·
'0.3MI WEST OF CR-507 ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.9 MI W OF US-1 ' (1) ·
'0.9MI N OF CR-630 ' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.3MI N OF PGA BLVD ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'9.2MI N OF SR-60 ' (1) ·
'AT 141st ST ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'AT CR-615 (66TH AVE.) ' (1)
Latitude 016:
26304669 (1) ·
26333297 (1) ·
26382390 (1) ·
26384113 (1) ·
26515320 (1) ·
26555800 (1) ·
27011625 (1) ·
27081140 (1) ·
27081946 (1) ·
27161503 (1) ·
27193001 (1) ·
27204218 (1) ·
27384653 (1) ·
27412374 (1) ·
27413235 (1) ·
27445555 (1) ·
27454113 (1) ·
27461915 (1) ·
27464527 (1) ·
27473810 (1) ·
27481770 (1)
Longitude 017:
80034800 (1) ·
80054760 (1) ·
80074389 (1) ·
80075312 (1) ·
80104200 (1) ·
80105691 (1) ·
80111608 (1) ·
80112020 (1) ·
80195964 (1) ·
80214773 (1) ·
80222725 (1) ·
80245245 (1) ·
80263114 (1) ·
80274529 (1) ·
80274670 (1) ·
80294169 (1) ·
80301990 (1) ·
80365044 (1) ·
80365155 (1) ·
80365186 (1) ·
80365199 (1)
Owner 022:
Built 027:
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
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 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:
Future Year 115:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
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