Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
12214 (1) ·
12258 (1) ·
12261 (1) ·
12262 (1) ·
13733 (1) ·
13771 (1) ·
15144 (1) ·
15174 (1) ·
15200 (1) ·
15201 (1) ·
15202 (1) ·
15206 (1) ·
15207 (1) ·
15224 (1) ·
15232 (1) ·
15268 (1) ·
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15285 (1) ·
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15288 (1) ·
16008 (1) ·
16029 (1) ·
16030 (1) ·
16031 (1) ·
16046 (1) ·
16048 (1) ·
16051 (1) ·
16062 (1) ·
16063 (1) ·
16076 (1) ·
16095 (1)
Status: (Click arrow to add another value)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'BIG MUD CREEK ' (1) ·
'BRANCH OF C-44 CANAL ' (1) ·
'C-23 CANAL ' (1) ·
'Canal ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'CROOKED CREEK ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EAST TURTLE CREEK ' (1) ·
'FPL Nuc Plant Disc Canal' (1) ·
'HALF MILE LAKE ' (1) ·
'Intracoastal Waterway ' (1) ·
'MAIN CANAL ' (1) ·
'MANATEE CREEK ' (1) ·
'MANATEE POCKET ' (1) ·
'ORANGE CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Rockledge Creek ' (1) ·
'ROEBUCK CREEK ' (1) ·
'ROY'S SWALE ' (1) ·
'Spruce Creek S. Relief ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SWEETIE SLOUGH ' (1) ·
'TRIBUTARY OF MANATEE CRE' (1) ·
'TRIBUTARY OF MANATEE CRK' (1) ·
'Underhill Slough ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'BUCKSKIN TRAIL ' (1) ·
'COUNTRY CLUB DRIVE' (1) ·
'COUNTY LINE RD ' (1) ·
'CR-722 (COVE RD) ' (1) ·
'CR-726 CITRUS BLVD' (1) ·
'CR-A1A (DIXIE HWY)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'HORSESHOE POINT RD' (1) ·
'HURON WAY ' (1) ·
'Lake Harney Road ' (1) ·
'LOCKS ROAD ' (1) ·
'MURPHY RD ' (1) ·
'NORFOLK BLVD. ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Pinehurst Ave N ' (1) ·
'SE HARBOR ISLAND ' (1) ·
'SILVER FOX LANE ' (1) ·
'SR A1A ' (1) ·
'SR-510(Wabasso Rd)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A ' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'ST LUCIE BLVD ' (1) ·
'STAR ISLAND WAY ' (1) ·
'SW GREENRIDGE LANE' (1) ·
'Tucker Lane ' (1) ·
'US-1 SB ' (1) ·
Grant Rd. (1)
Number 008:
700158 (1) ·
704045 (1) ·
704093 (1) ·
704094 (1) ·
790157 (1) ·
794050 (1) ·
880053 (1) ·
884053 (1) ·
890011 (1) ·
890012 (1) ·
890015 (1) ·
890043 (1) ·
890044 (1) ·
890101 (1) ·
890112 (1) ·
894001 (1) ·
894003 (1) ·
894014 (1) ·
894017 (1) ·
894018 (1) ·
894021 (1) ·
894029 (1) ·
894042 (1) ·
894047 (1) ·
894048 (1) ·
894049 (1) ·
894050 (1) ·
894051 (1) ·
940003 (1) ·
940049 (1) ·
940050 (1) ·
940053 (1) ·
940076 (1) ·
940082 (1) ·
940085 (1) ·
940104 (1) ·
940105 (1) ·
940121 (1) ·
940951 (1)
Location 009:
'0.1 Mile East of A1A ' (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 MI N OF ST LUCIE BLVD' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.2Mi E of GOMEZ AVE. ' (1) ·
'0.2Mi S of COVE RD ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3Mi E of GOMEZ AVE. ' (1) ·
'0.4MI NE OF A1A ' (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) ·
'0.5Mi W of SR-76 ' (1) ·
'0.6MI S of SW96 ST(CR76A)' (1) ·
'0.74 MI N OF ST LUCIE BLV' (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) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.4MI E OF US-1 ' (1) ·
'150ft. W of WILDWOOD DR ' (1) ·
'2.5 Miles South of SR-520' (1) ·
'2.5Mi W of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.6 Mi. E of SR-710 ' (1) ·
'4 Mi South of Maytown Rd.' (1) ·
'5.8Mi. E of SR-710 ' (1) ·
'50FT. S OF 30TH STREET ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'SR AIA FPL Nuc Plt Disc ' (1) ·
'US-1SB - Spruce Cr. S. ' (1) ·
1.3 Mi. East of CR-507 (1)
Latitude 016:
26590684 (1) ·
27020590 (1) ·
27023873 (1) ·
27024321 (1) ·
27044012 (1) ·
27044356 (1) ·
27044705 (1) ·
27060944 (1) ·
27062187 (1) ·
27081140 (1) ·
27081946 (1) ·
27082843 (1) ·
27083585 (1) ·
27084791 (1) ·
27085780 (1) ·
27090600 (1) ·
27091468 (1) ·
27112563 (1) ·
27120310 (1) ·
27132091 (1) ·
27154481 (1) ·
27154501 (1) ·
27163478 (1) ·
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27173720 (1) ·
27205945 (1) ·
27211650 (1) ·
27222822 (1) ·
27224619 (1) ·
27224640 (1) ·
27243006 (1) ·
27385877 (1) ·
27453510 (1) ·
27552820 (1) ·
28143333 (1) ·
28194733 (1) ·
28204430 (1) ·
28470565 (1) ·
29050202 (1)
Longitude 017:
80065384 (1) ·
80080433 (1) ·
80080562 (1) ·
80105691 (1) ·
80105883 (1) ·
80111608 (1) ·
80111763 (1) ·
80112778 (1) ·
80120030 (1) ·
80142587 (1) ·
80142967 (1) ·
80143606 (1) ·
80144500 (1) ·
80161911 (1) ·
80162515 (1) ·
80162552 (1) ·
80174285 (1) ·
80175123 (1) ·
80183914 (1) ·
80210806 (1) ·
80210855 (1) ·
80213627 (1) ·
80221024 (1) ·
80221116 (1) ·
80222157 (1) ·
80230229 (1) ·
80231097 (1) ·
80231141 (1) ·
80232401 (1) ·
80240119 (1) ·
80241142 (1) ·
80250470 (1) ·
80310465 (1) ·
80360839 (1) ·
80411355 (1) ·
80463221 (1) ·
80470960 (1) ·
80580163 (1) ·
81013072 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
100 (1) ·
102 (1) ·
1200 (1) ·
121 (1) ·
13250 (1) ·
13300 (1) ·
15800 (1) ·
160 (1) ·
1700 (1) ·
1728 (1) ·
18041 (1) ·
190 (1) ·
1900 (1) ·
20 (1) ·
200 (1) ·
20150 (1) ·
2341 (1) ·
24317 (1) ·
248 (1) ·
2500 (1) ·
2600 (1) ·
3100 (1) ·
3111 (1) ·
3240 (1) ·
400 (1) ·
428 (1) ·
4484 (1) ·
4800 (1) ·
5760 (1) ·
7161 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
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) ·
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)
Future 114:
118 (1) ·
12424 (1) ·
180 (1) ·
1800 (1) ·
192 (1) ·
200 (1) ·
22989 (1) ·
23076 (1) ·
240 (1) ·
27413 (1) ·
2776 (1) ·
287 (1) ·
2950 (1) ·
300 (1) ·
31301 (1) ·
3296 (1) ·
330 (1) ·
34960 (1) ·
40 (1) ·
4062 (1) ·
42189 (1) ·
4338 (1) ·
4511 (1) ·
500 (1) ·
5182 (1) ·
535 (1) ·
5398 (1) ·
6300 (1) ·
7000 (1) ·
8328 (1)
Clearance 116:
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