Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'Belcher Canal (C-25) ' (1) ·
'C-44 Intake Canal ' (1) ·
'CANAL L-20 ' (1) ·
'Canal No. 1 ' (1) ·
'Canal No.1 ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'Danforth Creek ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Header Creek Canal ' (1) ·
'MANATEE POCKET ' (1) ·
'MOORES CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Relief E.of North Bridge' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'SR-9 (I-95) ' (1) ·
'ST LUCIE CANAL ' (1) ·
'Ten Mile Creek ' (1)
Critical 006b:
Facility 007:
'CR-712 (MIDWAY RD)' (1) ·
'CR-76A ' (1) ·
'CR726 (Citrus Blv)' (1) ·
'EB Martin Downs Bd' (1) ·
'EB SR 70 ' (1) ·
'Graham Road ' (1) ·
'HORSESHOE POINT RD' (1) ·
'INDIAN RIVER DRIVE' (1) ·
'NB SR-615 ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB SR- 615 ' (1) ·
'SB SR-615 ' (1) ·
'SR 70 EB ' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-A1A ' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'WB SR - 714 ' (1)
Number 008:
890038 (1) ·
890093 (1) ·
890101 (1) ·
890135 (1) ·
894057 (1) ·
940020 (1) ·
940026 (1) ·
940035 (1) ·
940046 (1) ·
940053 (1) ·
940057 (1) ·
940058 (1) ·
940073 (1) ·
940083 (1) ·
940100 (1) ·
940143 (1) ·
940146 (1) ·
940147 (1) ·
940148 (1) ·
940149 (1) ·
940154 (1) ·
940156 (1) ·
940157 (1)
Location 009:
'.5mi So. of St Lucie Blvd' (1) ·
'0.1MI S of SEAWAY DR A1A ' (1) ·
'0.2 Mi E of ANCHOR AVE. ' (1) ·
'1.5 mi N of SR 68 ' (1) ·
'1.5 mi. N. of SR 68 ' (1) ·
'1.5 Mile West of SR-76 ' (1) ·
'1.74 Miles E of SR-710 ' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'1MI W of US-1 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 mi N. of SR 68 ' (1) ·
'2 Mi. N. of SR 68 ' (1) ·
'2.5 mi East of TPK Exit ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'A1A East of Ft. Pierce ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'SR-714 East of Fla. Tpke.' (1)
Latitude 016:
27012740 (1) ·
27051685 (1) ·
27084791 (1) ·
27102072 (1) ·
27102221 (1) ·
27122264 (1) ·
27220381 (1) ·
27222310 (1) ·
27222772 (1) ·
27233900 (1) ·
27243006 (1) ·
27254533 (1) ·
27270481 (1) ·
27280680 (1) ·
27280700 (1) ·
27281279 (1) ·
27281300 (1) ·
27283525 (1) ·
27283630 (1) ·
27283673 (1) ·
27283927 (1) ·
27283929 (1) ·
27284570 (1)
Longitude 017:
80112778 (1) ·
80154828 (1) ·
80161373 (1) ·
80180707 (1) ·
80184630 (1) ·
80192498 (1) ·
80203293 (1) ·
80205810 (1) ·
80205848 (1) ·
80205900 (1) ·
80205926 (1) ·
80231656 (1) ·
80235569 (1) ·
80240119 (1) ·
80255958 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80272980 (1) ·
80285306 (1) ·
80295150 (1) ·
80324763 (1)
Owner 022:
Built 027:
Lanes 028a:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
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 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:
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 is scour critical; bridge foundations determined to be unstable for assessed or calculated scour conditions: Scour within limits of footing or piles. Scour below spread-footing base or pile tips. (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 23 results in range #1 to #23.
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