Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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ObjectID:
12261 (1) ·
12262 (1) ·
13771 (1) ·
15163 (1) ·
15173 (1) ·
15175 (1) ·
15201 (1) ·
15202 (1) ·
15205 (1) ·
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15225 (1) ·
15232 (1) ·
15267 (1) ·
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17908 (1) ·
19209 (1) ·
19215 (1) ·
19234 (1) ·
19480 (1) ·
19485 (1) ·
19493 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'14TH STREET CANAL ' (1) ·
'BESSEY CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'BRITT CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Canal ' (1) ·
'DANFORTH CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'EPB - 10 Canal ' (1) ·
'Lateral A Canal ' (1) ·
'LATERAL CANAL ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MANATEE CREEK ' (1) ·
'ORANGE CANAL ' (1) ·
'POPPELTON CREEK ' (1) ·
'Rockledge Creek ' (1) ·
'ROY'S SWALE ' (1) ·
'SEBASTIAN RIVER PRONG ' (1) ·
'SWA Retention Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Underhill Slough ' (1) ·
'WARNER CREEK ' (1) ·
'WILLOUGHBY CREEK ' (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'Berry Avenue ' (1) ·
'BRITT RD ' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-505 ROSELAND RD' (1) ·
'CR-603-IND RIV BLV' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-713 ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-723 ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR714 PALM CITY RD' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Haverhill Road ' (1) ·
'Jog Road ' (1) ·
'Lake Harney Road ' (1) ·
'LEIGHTON FARM AVE ' (1) ·
'MURPHY RD ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'S. Burnett Rd ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SE ST LUCIE BLVD ' (1) ·
'SILVER FOX LANE ' (1) ·
'SUNSET TRAIL ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tucker Lane ' (1)
Number 008:
704093 (1) ·
704094 (1) ·
704193 (1) ·
794050 (1) ·
884019 (1) ·
884047 (1) ·
884054 (1) ·
884104 (1) ·
890009 (1) ·
890012 (1) ·
890015 (1) ·
890039 (1) ·
890043 (1) ·
890044 (1) ·
890102 (1) ·
890112 (1) ·
894000 (1) ·
894009 (1) ·
894019 (1) ·
894021 (1) ·
894029 (1) ·
894031 (1) ·
894038 (1) ·
894042 (1) ·
894049 (1) ·
894054 (1) ·
934158 (1) ·
934171 (1) ·
934299 (1)
Location 009:
'0.1 Mile S of CR-714 ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.2MI SOUTH OF CR-714 ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5Mi E of A1A ' (1) ·
'0.5Mi S of COVE RD ' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.6MI South of CR-714 ' (1) ·
'0.7MI WEST OF MAPP ROAD ' (1) ·
'1.2 miles South of SR-520' (1) ·
'1.4MI NORTH OF US-1 ' (1) ·
'1.7MI N OF CR-512 ' (1) ·
'1/2MI S of INDIAN ST. ' (1) ·
'1/2MI S of US-1 ' (1) ·
'1Mi W of US-1 ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1)
Latitude 016:
26405650 (1) ·
26454160 (1) ·
26455503 (1) ·
26582879 (1) ·
26590684 (1) ·
27020590 (1) ·
27023873 (1) ·
27024321 (1) ·
27044705 (1) ·
27081140 (1) ·
27081946 (1) ·
27083585 (1) ·
27091740 (1) ·
27092679 (1) ·
27093790 (1) ·
27100650 (1) ·
27101012 (1) ·
27112188 (1) ·
27112563 (1) ·
27140482 (1) ·
27140822 (1) ·
27335447 (1) ·
27373700 (1) ·
27400430 (1) ·
27481770 (1) ·
28194733 (1) ·
28204418 (1) ·
28204430 (1) ·
28470565 (1)
Longitude 017:
80065384 (1) ·
80065835 (1) ·
80081246 (1) ·
80082890 (1) ·
80105691 (1) ·
80105883 (1) ·
80111608 (1) ·
80121176 (1) ·
80141088 (1) ·
80152526 (1) ·
80165077 (1) ·
80170170 (1) ·
80170422 (1) ·
80170910 (1) ·
80174730 (1) ·
80175123 (1) ·
80180837 (1) ·
80183914 (1) ·
80222157 (1) ·
80224294 (1) ·
80241142 (1) ·
80255073 (1) ·
80274510 (1) ·
80301990 (1) ·
80310465 (1) ·
80463221 (1) ·
80464729 (1) ·
80470960 (1) ·
81013072 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. (1) ·
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)
Culvert 062:
Large spalls, heavy scaling, wide cracks, considerable efflorescence or opened construction joint permitting loss of backfill. Considerable settlement or misalignment. Considerable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection throughout, extensive corrosion or deep pitting. (1) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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: (Click arrow to add another value)
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)
Future 114:
Clearance 116:
Showing below up to 29 results in range #1 to #29.
