Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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- repository (98)
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- weblink (123)
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) ·
'Angle Rd.- Belcher Canal' (1) ·
'Belcher Canal (C-25) ' (1) ·
'CANAL ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'F.P.F.W.C.D. Canal No. 1' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Header Canal ' (1) ·
'Header Creek Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR-614 (Indrio Rd) ' (1) ·
'SR-68 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CR712 MDWYRD 150.3' (1) ·
'EB SR 70 ' (1) ·
'Graham Road ' (1) ·
'Kings Highway ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SB US 1 ' (1) ·
'SR 614 (INDRIO-RD)' (1) ·
'SR 70 EB ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-713 (Kings Hwy)' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR70 EB Okeechobee' (1) ·
'SR70 WB Okeechobee' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'WB SR 70 ' (1) ·
'WB SR-70 ' (1)
Number 008:
Location 009:
'.3 m N of Martin Co. line' (1) ·
'.5 miles South of SR-70 ' (1) ·
'.5mi So. of St Lucie Blvd' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.6 MI E OF I-95 ON SR614' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.5mi. N of SR-68 ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'1mi. West of CR-613 ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.9 MI W of FL Tpk SR 91 ' (1) ·
'3.9 mi. W of FL Turnpike ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'7 MI W of FL TPK SR91 ' (1) ·
'7.0 mi. W of FL Turnpike ' (1) ·
'I-95 over Midway Road ' (1) ·
'Just North of SR70 on I95' (1) ·
'NB I-95/SR-614(Indrio Rd)' (1) ·
'SB I-95/SR-614(INDRIO RD)' (1)
Latitude 016:
Longitude 017:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
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) ·
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:
Rebuilt 106:
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 assessed or calculated scour conditions; field review indicates action is required to protect exposed foundations (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 44 results in range #1 to #44.
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