Drilldown: bridge data
From Indian River Lagoon Project
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bridge data > Built 027 
:
1958 or
1984
& Channel 061:
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.
:
1958 or
1984
& Channel 061:
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. Use the filters below to narrow your results.
ObjectID:
13717 (1) ·
13787 (1) ·
15149 (1) ·
15222 (1) ·
15230 (1) ·
15231 (1) ·
15268 (1) ·
15281 (1) ·
15678 (1) ·
15690 (1) ·
15799 (1) ·
15835 (1) ·
15897 (1) ·
15898 (1) ·
15950 (1) ·
15965 (1) ·
15980 (1) ·
15993 (1) ·
15995 (1) ·
16029 (1) ·
16075 (1) ·
16103 (1) ·
16108 (1) ·
16111 (1) ·
16112 (1) ·
16113 (1) ·
16115 (1) ·
16116 (1) ·
16119 (1) ·
19216 (1) ·
19533 (1)
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-105 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-4 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'HALF MILE LAKE ' (1) ·
'HOWARD CREEK ' (1) ·
'L.W.D.D. #10 ' (1) ·
'L.W.D.D. #9 ' (1) ·
'LWDD CANAL E-1 ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'LWDD LAT 17 CANAL ' (1) ·
'Palm Beach Canal C-51 ' (1) ·
'RELIEF CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SALERNO CREEK ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnbull Creek ' (1) ·
'Warner Creek ' (1)
Critical 006b:
Facility 007:
'CENTRAL PK BL S EB' (1) ·
'CENTRL PK BL S WB' (1) ·
'CONGRESS AVE SB ' (1) ·
'CR-510 WABASSO RD ' (1) ·
'DARWIN BLVD ' (1) ·
'DAVIS ROAD ' (1) ·
'DIXIE HWY (A1A) ' (1) ·
'GETTYSBURG DR ' (1) ·
'GRANDVIEW WAY ' (1) ·
'KELLER ROAD ' (1) ·
'MISSION HILL ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'PAAR DR ' (1) ·
'PINE LAKE ROAD ' (1) ·
'Pioneer Trail ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'ROYAL PLM BH BL SB' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR-5/S. Olive Ave.' (1) ·
'SR-710 ' (1) ·
'SR-710 Beeline Hwy' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'UNDALLO RD ' (1) ·
'US-1 ' (1) ·
'WALLIS ROAD ' (1) ·
'WB SR-70 ' (1) ·
'WESTMORELAND BLVD ' (1)
Number 008:
790117 (1) ·
794117 (1) ·
880063 (1) ·
890014 (1) ·
890090 (1) ·
890110 (1) ·
890111 (1) ·
894001 (1) ·
894041 (1) ·
930344 (1) ·
930367 (1) ·
934223 (1) ·
934331 (1) ·
934920 (1) ·
934921 (1) ·
935305 (1) ·
936350 (1) ·
937201 (1) ·
937202 (1) ·
937362 (1) ·
937366 (1) ·
940049 (1) ·
940120 (1) ·
945250 (1) ·
945255 (1) ·
945258 (1) ·
945259 (1) ·
945260 (1) ·
945262 (1) ·
945263 (1) ·
945266 (1)
Location 009:
'.5mi East US1 Lakeworth ' (1) ·
'.5mi W. of N. Lake Blvd. ' (1) ·
'0.15 mi East of Bay Drive' (1) ·
'0.1MI N OF BELVEDERE ROAD' (1) ·
'0.2 MI W of I-95 ' (1) ·
'0.3M N OF OKEECHOBEE BLV ' (1) ·
'0.3MI N of 10TH AVE N ' (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) ·
'0.6Mi S OF CR-812 ' (1) ·
'0.6MI W OF US-1 ' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.8 MILE N OF 10TH AVE N ' (1) ·
'0.8Mi S of BRITT ROAD ' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'100FT E OF SOUTH LAKE DR ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'3.6 Miles West Of US-1 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'8.9 miles west of SR-76 ' (1) ·
'AT SALERNO ROAD AND A1A ' (1) ·
'AT US-441 (SR-7) ' (1) ·
'AT US-441 SR-7 ' (1) ·
'New Smyrna Bch C.L. ' (1)
Latitude 016:
26211596 (1) ·
26211635 (1) ·
26294400 (1) ·
26344631 (1) ·
26375694 (1) ·
26381073 (1) ·
26382390 (1) ·
26383900 (1) ·
26405332 (1) ·
26414262 (1) ·
26423785 (1) ·
26484490 (1) ·
27052013 (1) ·
27084441 (1) ·
27121953 (1) ·
27122261 (1) ·
27125212 (1) ·
27130163 (1) ·
27130199 (1) ·
27130777 (1) ·
27132091 (1) ·
27132776 (1) ·
27132857 (1) ·
27144214 (1) ·
27153115 (1) ·
27154481 (1) ·
27165946 (1) ·
27233900 (1) ·
27445555 (1) ·
29001688 (1) ·
29013457 (1)
Longitude 017:
80030866 (1) ·
80041919 (1) ·
80044085 (1) ·
80052320 (1) ·
80054760 (1) ·
80054780 (1) ·
80074249 (1) ·
80092239 (1) ·
80114936 (1) ·
80121056 (1) ·
80123486 (1) ·
80134460 (1) ·
80144443 (1) ·
80162552 (1) ·
80172570 (1) ·
80205419 (1) ·
80210855 (1) ·
80212173 (1) ·
80214187 (1) ·
80221889 (1) ·
80224460 (1) ·
80230070 (1) ·
80240091 (1) ·
80240291 (1) ·
80252443 (1) ·
80273077 (1) ·
80294169 (1) ·
80341739 (1) ·
80545204 (1) ·
80572813 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
110 (1) ·
11300 (1) ·
115 (1) ·
1200 (1) ·
13900 (1) ·
15400 (1) ·
1728 (1) ·
24317 (1) ·
250 (1) ·
2600 (1) ·
26000 (1) ·
3000 (1) ·
3026 (1) ·
31669 (1) ·
3240 (1) ·
3600 (1) ·
500 (1) ·
5000 (1) ·
5500 (1) ·
6000 (1) ·
625 (1) ·
6700 (1) ·
6900 (1) ·
720 (1) ·
825 (1) ·
9100 (1) ·
936 (1) ·
960 (1)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
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) ·
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 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 31 results in range #1 to #31.
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