Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
13756 (1) ·
13757 (1) ·
13787 (1) ·
13788 (1) ·
15126 (1) ·
15132 (1) ·
15690 (1) ·
15799 (1) ·
15830 (1) ·
15835 (1) ·
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16108 (1) ·
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16116 (1) ·
16117 (1) ·
16118 (1) ·
16119 (1) ·
16120 (1) ·
18770 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'C-24 CANAL ' (1) ·
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-106 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Miller Creek ' (1) ·
'MOORES CREEK ' (1) ·
'North Relief Canal ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'Spruce Creek ' (1) ·
'Trib to Spruce Creek ' (1) ·
'Tributary to Spruce Crk ' (1) ·
'Turnbull Creek ' (1)
Critical 006b:
Facility 007:
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'COLUMBUS DR. ' (1) ·
'CONGRESS AVE SB ' (1) ·
'DARWIN BLVD ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'JEANNE AVE ' (1) ·
'KESTOR DR ' (1) ·
'NORTH QUICK CIRCLE' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'Pioneer Trail ' (1) ·
'Pioneer Trail ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'PURDY LANE ' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SHINN ROAD ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'Tomoka Farms Rd ' (1) ·
'UNDALLO RD ' (1) ·
'US-1 (SR-5) NB ' (1) ·
'US-1 (SR-5) SB ' (1) ·
'WALLIS ROAD ' (1)
Number 008:
794007 (1) ·
794008 (1) ·
794045 (1) ·
794117 (1) ·
794118 (1) ·
880004 (1) ·
880029 (1) ·
930367 (1) ·
934223 (1) ·
934322 (1) ·
934331 (1) ·
934920 (1) ·
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937362 (1) ·
937366 (1) ·
940018 (1) ·
940020 (1) ·
945255 (1) ·
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945263 (1) ·
945264 (1) ·
945265 (1) ·
945266 (1) ·
945267 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'.7 mi S of Taylor Rd ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.1MI W of N QUICK CIRCLE' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI E OF DARWIN BLVD ' (1) ·
'0.3MI W of DARWIN BLVD. ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5 MI W OF HAVERHILL RD ' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.6 mi North of Taylor Rd' (1) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.8MI N OF SW BECKER RD ' (1) ·
'0.9 Mi North of CR-4118 ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.3 miles East of CR-415 ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1MI W of SR809 MIL. TRL ' (1) ·
'3.75 Miles North of SR-60' (1) ·
'3MI S of SR-70 ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26344631 (1) ·
26383900 (1) ·
26384113 (1) ·
26405332 (1) ·
26414262 (1) ·
26423785 (1) ·
27124842 (1) ·
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27130163 (1) ·
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27413285 (1) ·
27413310 (1) ·
29013457 (1) ·
29030188 (1) ·
29032507 (1) ·
29042244 (1) ·
29055168 (1)
Longitude 017:
80030866 (1) ·
80052320 (1) ·
80074249 (1) ·
80074389 (1) ·
80121056 (1) ·
80123486 (1) ·
80134460 (1) ·
80192498 (1) ·
80205419 (1) ·
80205945 (1) ·
80212173 (1) ·
80213453 (1) ·
80214187 (1) ·
80214259 (1) ·
80220192 (1) ·
80221889 (1) ·
80224460 (1) ·
80230070 (1) ·
80232953 (1) ·
80244777 (1) ·
80244820 (1) ·
80252443 (1) ·
80282441 (1) ·
80572813 (1) ·
81024737 (1) ·
81040532 (1) ·
81040678 (1) ·
81040715 (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: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
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 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)
Future 114:
Clearance 116:
Showing below up to 29 results in range #1 to #29.
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