Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12234 (1) ·
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County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'Blue Cypress Marsh ' (1) ·
'C-51 CANAL ' (1) ·
'C-52 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'CR 702 45th Street ' (1) ·
'CYPRESS CREEK ' (1) ·
'DANFORTH CREEK ' (1) ·
'Deep Creek ' (1) ·
'DIRT FARM ROAD ' (1) ·
'EL RIO CANAL ' (1) ·
'Habitat Connectivity ' (1) ·
'I-4 ' (1) ·
'Jupiter Creek ' (1) ·
'L-78 Borrow Canal ' (1) ·
'Long Creek ' (1) ·
'N. Fork St. Lucie River ' (1) ·
'Padgett Branch Marsh ' (1) ·
'Palm Beach Lakes Blvd. ' (1) ·
'Rim Ditch Canal C-24 ' (1) ·
'S Fork St. Lucie River ' (1) ·
'S. R. 7 & Return Ramps ' (1) ·
'SR 708 (Blue Heron Blvd)' (1) ·
'SR-91 Turnpike ' (1) ·
'St. John's Marsh ' (1) ·
'St. Johns Marsh ' (1) ·
Tillman Canal (1)
Critical 006b:
Facility 007:
'Cassadaga Road ' (1) ·
'EB Okee. Blvd. ' (1) ·
'EB Prt St Lucie Bd' (1) ·
'EB St. Lucie Blvd.' (1) ·
'FLYING COW ROAD ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 SB ' (1) ·
'Indiantown Road ' (1) ·
'LINTON BLVD. ' (1) ·
'MAPP ROAD ' (1) ·
'MILITARY TR. NB ' (1) ·
'Military Trail ' (1) ·
'NW 7TH STREET ' (1) ·
'PALMWOOD ROAD ' (1) ·
'SR 80/Southern Bld' (1) ·
'SR-40 WB ' (1) ·
'SR-44 ' (1) ·
'SR-60 EB ' (1) ·
'SR-60 WB ' (1) ·
'SR70 EB Okeechobee' (1) ·
'WB Martin Downs Bd' (1) ·
SR-507 SB (1)
Number 008:
700190 (1) ·
790194 (1) ·
790210 (1) ·
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940157 (1)
Location 009:
'0.05 MI W of NW 4TH AVE ' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.1MI N of DONALD ROSS RD' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi W of JOG/CARTER RD.' (1) ·
'1 mile North of SR 704 ' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'1.8mi. East of SR-91 ' (1) ·
'10.3Mi. E of SR-91 (TPK) ' (1) ·
'11.6Mi. E of SR-91 (TPK) ' (1) ·
'12.1Mi. E of SR-91 (TPK) ' (1) ·
'1mi. west of CR-613 ' (1) ·
'2 miles west of Turnpike ' (1) ·
'2.3 Mi. East of I-95 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'2Mi West of CR-512 ' (1) ·
'2mi. East of SR-91 ' (1) ·
'6.4Mi. E of SR-91 (TPK) ' (1) ·
'At Exit 74 ' (1) ·
'At Exit 76 ' (1) ·
'AT SR-80 ' (1) ·
'Cassadaga Road over I-4 ' (1) ·
'SR-40 WB - Habitat Connec' (1) ·
'SR-704 Over SR-91 ' (1) ·
'SR-714 East of Fla. Tpk. ' (1) ·
'SR-80 & Military Trail ' (1) ·
SR-507 SB-Tillman Canal (1)
Latitude 016:
26212337 (1) ·
26262125 (1) ·
26322014 (1) ·
26363210 (1) ·
26403700 (1) ·
26404970 (1) ·
26405799 (1) ·
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28575858 (1) ·
29013410 (1) ·
29013540 (1) ·
29013630 (1) ·
29153216 (1)
Longitude 017:
80040740 (1) ·
80043190 (1) ·
80052285 (1) ·
80052810 (1) ·
80055370 (1) ·
80055680 (1) ·
80064300 (1) ·
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80193090 (1) ·
80324763 (1) ·
80372030 (1) ·
80403783 (1) ·
80430030 (1) ·
80433190 (1) ·
80433200 (1) ·
80443870 (1) ·
80475710 (1) ·
80475780 (1) ·
81110777 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1) ·
81151506 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Traffic Year 030: (Click arrow to add another value)
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
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:
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:
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 by assessment, 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)
Future 114:
Future Year 115:
Clearance 116:
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