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:
16008 (1) ·
16009 (1) ·
16011 (1) ·
16013 (1) ·
16014 (1) ·
16017 (1) ·
16018 (1) ·
16020 (1) ·
16022 (1) ·
16023 (1) ·
16025 (1) ·
16039 (1) ·
16040 (1) ·
16042 (1) ·
16047 (1) ·
16083 (1) ·
16096 (1) ·
16101 (1) ·
16102 (1) ·
16125 (1) ·
19553 (1) ·
19557 (1) ·
19558 (1) ·
19559 (1) ·
19560 (1) ·
19561 (1)
County 003: (Click arrow to add another value)
Route 005d:
Direction 005e:
Features 006a:
'BELCHER CANAL C-25 ' (1) ·
'BIG MUD CREEK ' (1) ·
'BLIND CREEK ' (1) ·
'C-24 CANAL ' (1) ·
'CANAL ' (1) ·
'CANAL-1 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'ELKCAM CANAL ' (1) ·
'Five Mile Creek ' (1) ·
'Header Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'MONTERREY WATERWAY ' (1) ·
'Moore's Creek ' (1) ·
'Moores Creek ' (1) ·
'TAYLOR CREEK CANAL-1 ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'53RD STREET ' (1) ·
'8th Street N ' (1) ·
'AIROSO BLVD. ' (1) ·
'CARLTON RD (CR613)' (1) ·
'CR-68 (Orange Ave)' (1) ·
'CR611B(EDWARDS RD)' (1) ·
'CR712A (MCCARTY RD' (1) ·
'Dundas Court ' (1) ·
'ELEVEN MILE ROAD ' (1) ·
'KEEN RD (CR-611) ' (1) ·
'KIRBY LOOP ROAD ' (1) ·
'N 13th Street ' (1) ·
'NB US-1 ' (1) ·
'North 14th Street ' (1) ·
'NORTH 2ND STREET ' (1) ·
'North 9th Street ' (1) ·
'Okeechobee Rd. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'SHINN RD (CR-609A)' (1) ·
'SHINN ROAD ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR-A1A ' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'TAYLOR DAIRY ROAD ' (1)
Number 008:
940003 (1) ·
940004 (1) ·
940009 (1) ·
940018 (1) ·
940019 (1) ·
940027 (1) ·
940028 (1) ·
940030 (1) ·
940037 (1) ·
940038 (1) ·
940043 (1) ·
940067 (1) ·
940068 (1) ·
940070 (1) ·
940079 (1) ·
940137 (1) ·
941000 (1) ·
944013 (1) ·
944015 (1) ·
945000 (1) ·
945009 (1) ·
945013 (1) ·
945014 (1) ·
945015 (1) ·
945016 (1) ·
945273 (1)
Location 009:
'.3m N of Martin Co. line ' (1) ·
'0.1 Miles S. of Ave. D ' (1) ·
'0.2 MI N OF ORANGE AVE. ' (1) ·
'0.23 MI N FPL POWER PLANT' (1) ·
'0.26 Miles North of CR-68' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Miles North of CR-68 ' (1) ·
'0.3MI N OF CR-712 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.5MI S of CR-608 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.6MI EAST OF MCNEIL ROAD' (1) ·
'0.6MI N OF ANGLE ROAD ' (1) ·
'0.8 MI S OF SR-70 ' (1) ·
'0.83 MI N FPL POWER PLANT' (1) ·
'1.1 MILES NORTH OF SR-70 ' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1.3 miles east of I-95 ' (1) ·
'1.6MI Nof PT ST LUCIE BLD' (1) ·
'100FT N ANGLE RD CR-607A ' (1) ·
'1MI E of MCNEIL ROAD ' (1) ·
'2.1MI S of SR-70 ' (1) ·
'3MI S of SR-70 ' (1) ·
'4.6MI W OF US-1 ' (1) ·
'4MI W OF FL TRNPK ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1)
Latitude 016:
27160498 (1) ·
27161503 (1) ·
27173773 (1) ·
27201709 (1) ·
27201783 (1) ·
27204218 (1) ·
27211650 (1) ·
27214720 (1) ·
27224710 (1) ·
27232266 (1) ·
27234679 (1) ·
27243079 (1) ·
27245404 (1) ·
27252426 (1) ·
27265092 (1) ·
27270218 (1) ·
27270318 (1) ·
27270340 (1) ·
27270500 (1) ·
27270541 (1) ·
27275800 (1) ·
27281046 (1) ·
27283659 (1) ·
27283693 (1) ·
27311800 (1)
Longitude 017:
80144500 (1) ·
80145640 (1) ·
80171083 (1) ·
80193068 (1) ·
80195034 (1) ·
80195420 (1) ·
80195440 (1) ·
80195680 (1) ·
80201436 (1) ·
80201790 (1) ·
80205857 (1) ·
80212904 (1) ·
80214773 (1) ·
80214936 (1) ·
80221757 (1) ·
80222725 (1) ·
80224257 (1) ·
80225754 (1) ·
80232645 (1) ·
80262200 (1) ·
80262430 (1) ·
80265381 (1) ·
80282176 (1) ·
80282441 (1) ·
80295034 (1) ·
80324598 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b: (Click arrow to add another value)
Kind 043a: (Click arrow to add another value)
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)
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) ·
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:
Direction 102:
Deck Type 107:
Scour 113:
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 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 26 results in range #1 to #26.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
