Drilldown: bridge data
From Indian River Lagoon Project
Choose a table:
- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
13697 (1) ·
15209 (1) ·
15211 (1) ·
15212 (1) ·
15213 (1) ·
15214 (1) ·
15215 (1) ·
15216 (1) ·
15217 (1) ·
15219 (1) ·
15775 (1) ·
15797 (1) ·
15847 (1) ·
15874 (1) ·
15876 (1) ·
15885 (1) ·
15887 (1) ·
15960 (1) ·
15984 (1) ·
15989 (1) ·
15990 (1) ·
16039 (1) ·
16040 (1) ·
16108 (1) ·
19219 (1) ·
19367 (1) ·
19487 (1) ·
19560 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'CANAL ' (1) ·
'CANAL E-8 ' (1) ·
'CYPRESS CREEK #2 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FIVE MILE CREEK ' (1) ·
'I-95 ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MIAMI CANAL ' (1) ·
'Moore's Creek ' (1) ·
'OCEAN CANAL L-13 ' (1) ·
'PHIPP CANAL ' (1) ·
'RELIEF CANAL ' (1) ·
'RETENTION POND ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'BEL LIDO DRIVE ' (1) ·
'BOBWHITE ROAD ' (1) ·
'CORKSCREW BLVD. ' (1) ·
'Dundas Court ' (1) ·
'DYER PARK ROAD ' (1) ·
'Hull Road ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'LA MANCHA AVE. ' (1) ·
'MADRID STREET ' (1) ·
'PIONEER ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'S. VERDE TRAIL ' (1) ·
'SAM SENTER RD ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR 91 TPK 120.25 ' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 119.1' (1) ·
'SR91 N/S TPK 123.9' (1) ·
'SR91 N/S TPK 124.6' (1) ·
'SR91 N/S TPK 125.2' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 TPK 134.1 ' (1) ·
'SW THIRD ST ' (1)
Number 008:
790079 (1) ·
890067 (1) ·
890073 (1) ·
890074 (1) ·
890075 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890079 (1) ·
890082 (1) ·
890084 (1) ·
930241 (1) ·
934140 (1) ·
934176 (1) ·
934221 (1) ·
934402 (1) ·
934502 (1) ·
934513 (1) ·
934903 (1) ·
934905 (1) ·
935900 (1) ·
937353 (1) ·
937358 (1) ·
937359 (1) ·
940067 (1) ·
940068 (1) ·
945015 (1) ·
945255 (1)
Location 009:
'0.1 Miles S. of Ave. D ' (1) ·
'0.1MI W of HAVERHILL RD. ' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.2MI S OF US-27 ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.9MI SOUTH OF SR-708 ' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.3 MI N OF PLM BCH CO LI' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'175FT S of LAS PALMAS ST ' (1) ·
'180FT E OF SANDPIPER AVE ' (1) ·
'180ft W of LAS PALMAS ST.' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.5MI NORTH OF CO LINE ' (1) ·
'200ft. W of A1A ' (1) ·
'6 MI N OF PLM BEACH CO LI' (1) ·
'6MI E OF BELLE GLADE ' (1) ·
'82FT EAST OF SR-7 ' (1) ·
'At S Military Trail ' (1) ·
'At SR-7/US-441 ' (1) ·
'Hull Road - I-95 ' (1)
Latitude 016:
26204432 (1) ·
26212624 (1) ·
26235789 (1) ·
26240578 (1) ·
26401668 (1) ·
26404244 (1) ·
26413511 (1) ·
26415742 (1) ·
26430840 (1) ·
26433343 (1) ·
26470845 (1) ·
26555800 (1) ·
26571548 (1) ·
26581931 (1) ·
26591077 (1) ·
27012706 (1) ·
27015315 (1) ·
27022544 (1) ·
27030195 (1) ·
27033219 (1) ·
27041173 (1) ·
27043856 (1) ·
27091847 (1) ·
27165946 (1) ·
27245404 (1) ·
27270500 (1) ·
27281046 (1) ·
29162634 (1)
Longitude 017:
80040020 (1) ·
80071351 (1) ·
80074514 (1) ·
80095581 (1) ·
80104200 (1) ·
80104223 (1) ·
80111971 (1) ·
80120021 (1) ·
80120806 (1) ·
80121006 (1) ·
80130371 (1) ·
80130754 (1) ·
80130890 (1) ·
80134794 (1) ·
80141121 (1) ·
80142184 (1) ·
80142213 (1) ·
80142789 (1) ·
80144523 (1) ·
80145730 (1) ·
80180137 (1) ·
80195680 (1) ·
80214936 (1) ·
80224257 (1) ·
80252443 (1) ·
80321889 (1) ·
80482588 (1) ·
81071887 (1)
Owner 022:
Built 027:
Traffic 029: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Deck 058:
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 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) ·
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:
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:
Clearance 116:
Showing below up to 28 results in range #1 to #28.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
