Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12130 (1) ·
12131 (1) ·
12256 (1) ·
13659 (1) ·
13704 (1) ·
13774 (1) ·
15196 (1) ·
15203 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BRANCH OF ICWW ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Donald Ross Road ' (1) ·
'FEC RR(Olympia Overpass)' (1) ·
'FECRR ' (1) ·
'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Little Haw Creek ' (1) ·
'OKEECHOBEE RIM CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'Sebastian Canal ' (1) ·
'Service Rd & Canal ' (1) ·
'SR 808 GLADES RD ' (1) ·
'SR 91 TPK ' (1) ·
'SR-68 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'TEN MILE CREEK ' (1) ·
George King Blvd (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'COURTENAY PARKWAY ' (1) ·
'CR-717 ' (1) ·
'CR611B(SELVITZ RD)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'JUPITER ISLAND PK ' (1) ·
'Micco Rd. ' (1) ·
'NB I-95 ( SR-9 ) ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB SR-5 (US-1) ' (1) ·
'Old Daytona Rd ' (1) ·
'SB I-95 ( SR-9 ) ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB SR-5 (US-1) ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR-401 SB ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR-A1A NB ' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 75.92' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'US-1 (SR-5) ' (1) ·
'US-1 NB ' (1) ·
'US-1 SB ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-A1A SB (1)
Number 008:
700030 (1) ·
700031 (1) ·
700210 (1) ·
700211 (1) ·
703001 (1) ·
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940082 (1) ·
940096 (1) ·
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940951 (1)
Location 009:
'0.1Mi W of Marsh Road ' (1) ·
'0.2MI S OF EDWARDS RD ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.5MI N OF JUPITER BCH RD' (1) ·
'1 Mile South of SR-786 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.9 MI WEST OF SR-715 ' (1) ·
'2 mi West of US-1 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'3/4 MI North of SR-706 ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'I-95 / Donald Ross Rd ' (1) ·
'Just North of SR70 on I95' (1) ·
'NB SR-5 1mi. S of CR 708 ' (1) ·
'SB SR-5 1mi. S of CR 708 ' (1) ·
'SR-401 SB - Barge Canal ' (1) ·
'SR-91 FL TPK OVER SR-808 ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'US-1 NB - FECRR ' (1) ·
'US-1 SB over FECRR ' (1) ·
KENNEDY SPACE CENTER (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26220464 (1) ·
26421986 (1) ·
26495569 (1) ·
26525862 (1) ·
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Longitude 017:
80033671 (1) ·
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80050482 (1) ·
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80370748 (1) ·
80375608 (1) ·
80375690 (1) ·
80424695 (1) ·
80451679 (1) ·
80454983 (1) ·
80511310 (1) ·
80511328 (1) ·
81162090 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a: (Click arrow to add another value)
Service Under 042b:
Kind 043a: (Click arrow to add another value)
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061: (Click arrow to add another value)
Culvert 062:
None (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)
Inspect Date 090:
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) ·
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:
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