Drilldown: bridge data
From Indian River Lagoon Project
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County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BRITT CANAL ' (1) ·
'C-1 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'CROOKED CREEK ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'Eau Gallie River ' (1) ·
'HALF MILE LAKE ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'LATERAL CANAL ' (1) ·
'LATERAL CANAL A ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LOXAHATCHEE RIVER ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE POCKET ' (1) ·
'Moore's Creek ' (1) ·
'Rockledge Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'SWA Retention Canal ' (1) ·
'SWEETIE SLOUGH ' (1) ·
'Underhill Slough ' (1) ·
'WARNER CREEK ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'21ST ST SW ' (1) ·
'26TH STREET ' (1) ·
'BRITT RD ' (1) ·
'BUCKSKIN TRAIL ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'Croton Road ' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'Fox Lake Rd. ' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'Jog Road ' (1) ·
'Lake Harney Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'N 13th Street ' (1) ·
'NORFOLK BLVD. ' (1) ·
'Orange camp Rd. ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Pinehurst Ave N ' (1) ·
'S. Burnett Rd ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SE ISLAND WAY ROAD' (1) ·
'SILVER FOX LANE ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tomoka Farms Rd. ' (1) ·
'TROPICALIA AVE. ' (1) ·
'Tucker Lane ' (1) ·
Grant Rd. (1) ·
Micco Rd. (1)
Number 008:
700133 (1) ·
700157 (1) ·
700158 (1) ·
704045 (1) ·
704093 (1) ·
704094 (1) ·
704176 (1) ·
704193 (1) ·
705601 (1) ·
705603 (1) ·
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705925 (1) ·
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790211 (1) ·
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894000 (1) ·
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894044 (1) ·
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894048 (1) ·
894049 (1) ·
894050 (1) ·
894051 (1) ·
894052 (1) ·
934158 (1) ·
934299 (1) ·
945009 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'0.2 Mile S of Aurora Road' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2Mi E of CR-723 ' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2MI E of LOXAHATCHEE RD' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.4MI NE OF A1A ' (1) ·
'0.4MI NW OF HIGH MEADOW ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.5Mi S of SR-710 ' (1) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.1MI NW OF HIGH MEADOW ' (1) ·
'1.2 miles South of SR-520' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'1Mi W of US-1 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'33FT E OF CR-611 43RD AVE' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'AT CR-615 - 66TH AVE ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Orange camp Rd. over I-4 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1)
Latitude 016:
26405650 (1) ·
26454160 (1) ·
26582879 (1) ·
26583556 (1) ·
26590684 (1) ·
27023873 (1) ·
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27060944 (1) ·
27062187 (1) ·
27084791 (1) ·
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28204430 (1) ·
28350798 (1) ·
28470565 (1) ·
28590460 (1) ·
29090830 (1)
Longitude 017:
80065384 (1) ·
80075632 (1) ·
80080433 (1) ·
80080562 (1) ·
80081246 (1) ·
80082890 (1) ·
80112778 (1) ·
80120030 (1) ·
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80175123 (1) ·
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80201436 (1) ·
80232401 (1) ·
80255073 (1) ·
80274670 (1) ·
80310465 (1) ·
80352983 (1) ·
80360839 (1) ·
80373635 (1) ·
80391820 (1) ·
80401763 (1) ·
80411355 (1) ·
80434410 (1) ·
80441510 (1) ·
80463221 (1) ·
80464729 (1) ·
80470960 (1) ·
80510496 (1) ·
81013072 (1) ·
81045886 (1) ·
81145411 (1)
Owner 022:
Built 027:
1945 (1) ·
1948 (1) ·
1950 (1) ·
1955 (1) ·
1958 (1) ·
1960 (1) ·
1961 (1) ·
1964 (1) ·
1965 (1) ·
1966 (1) ·
1968 (1) ·
1969 (1) ·
1974 (1) ·
1978 (1) ·
1979 (1) ·
1980 (1) ·
1982 (1) ·
1983 (1) ·
1987 (1) ·
1989 (1) ·
1994 (1) ·
1995 (1) ·
1996 (1) ·
1998 (1) ·
2003 (1) ·
2008 (1) ·
2012 (1) ·
2013 (1)
Traffic 029:
100 (1) ·
1000 (1) ·
1008 (1) ·
101 (1) ·
102 (1) ·
1200 (1) ·
121 (1) ·
12600 (1) ·
1400 (1) ·
15607 (1) ·
160 (1) ·
16747 (1) ·
1728 (1) ·
190 (1) ·
1900 (1) ·
1950 (1) ·
20 (1) ·
200 (1) ·
248 (1) ·
250 (1) ·
2850 (1) ·
3012 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
400 (1) ·
4000 (1) ·
428 (1) ·
4484 (1) ·
6042 (1) ·
6100 (1) ·
7000 (1) ·
7161 (1) ·
9633 (1)
Service On 042a:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
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) ·
Bridge not over waterway. (1) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10584 (1) ·
10875 (1) ·
11174 (1) ·
1165 (1) ·
118 (1) ·
12145 (1) ·
12424 (1) ·
1250 (1) ·
1735 (1) ·
180 (1) ·
1800 (1) ·
18041 (1) ·
192 (1) ·
19426 (1) ·
200 (1) ·
20700 (1) ·
2275 (1) ·
240 (1) ·
2429 (1) ·
2776 (1) ·
287 (1) ·
300 (1) ·
3296 (1) ·
330 (1) ·
3494 (1) ·
3500 (1) ·
40 (1) ·
4338 (1) ·
450 (1) ·
4500 (1) ·
500 (1) ·
5182 (1) ·
535 (1) ·
5398 (1) ·
6300 (1)
Clearance 116:
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