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:
County 003: (Click arrow to add another value)
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'CANAL E-1 ' (1) ·
'CANAL E-4 ' (1) ·
'Clint Moore Road ' (1) ·
'E-1 Canal ' (1) ·
'E-3 CANAL ' (1) ·
'I 95 and SR 704 ' (1) ·
'Intracoastal Waterway ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LEVEE NO.8 ' (1) ·
'LWDD E-1 Canal ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD LATERAL 30 CANAL ' (1) ·
'LWDD LATERAL 32 CANAL ' (1) ·
'M-1 CANAL ' (1)
Critical 006b:
Facility 007:
'ARMONE PLACE ' (1) ·
'Atlantic Ave. ' (1) ·
'Boynton Beach Blvd' (1) ·
'CONGRESS AVE NB ' (1) ·
'CONGRESS AVE SB ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'GATEWAY BLVD (EB) ' (1) ·
'GATEWAY BLVD (WB) ' (1) ·
'Haverhill Rd ' (1) ·
'Lantana Road ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Quantum Blvd. ' (1) ·
'SR-80WB (Southern)' (1) ·
'SR-91 (TPK) 78.7 ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'US 98 (SR 80) ' (1) ·
'WB SR-710 ' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
930362 (1) ·
930370 (1) ·
930407 (1) ·
930439 (1) ·
930463 (1) ·
930464 (1) ·
930469 (1) ·
931000 (1) ·
934359 (1) ·
934365 (1) ·
934366 (1) ·
934482 (1) ·
934489 (1) ·
934930 (1) ·
934931 (1) ·
934932 (1) ·
934933 (1) ·
935307 (1) ·
935308 (1) ·
936375 (1) ·
937367 (1)
Location 009:
'0.19Mi. E of Congress Ave' (1) ·
'0.2 MI S OF LAKE IDA ROAD' (1) ·
'0.2MI S OF LAKE IDA ROAD ' (1) ·
'0.3MI E OF CONGRESS BLVD ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.8 MI N OF LAKE IDA ROAD' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2 MI N OF GLADES RD/SR808' (1) ·
'3 Miles West of SR-786 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'AT SR-7 US-441 ' (1) ·
'Boynton Bch Blvd at SR-7 ' (1) ·
'East of SR 7 on SR 806 ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'PUMP STA AT 20 MI BEND ' (1) ·
'Southern Blvd / E-3 Canal' (1)
Latitude 016:
26243201 (1) ·
26260295 (1) ·
26271300 (1) ·
26280864 (1) ·
26280868 (1) ·
26290167 (1) ·
26290169 (1) ·
26313736 (1) ·
26314000 (1) ·
26324784 (1) ·
26324847 (1) ·
26325650 (1) ·
26331348 (1) ·
26352535 (1) ·
26352546 (1) ·
26361478 (1) ·
26404080 (1) ·
26410722 (1) ·
26422570 (1) ·
26434195 (1) ·
26522014 (1)
Longitude 017:
80031431 (1) ·
80043790 (1) ·
80050886 (1) ·
80050888 (1) ·
80051020 (1) ·
80052317 (1) ·
80052387 (1) ·
80053541 (1) ·
80053609 (1) ·
80055723 (1) ·
80072023 (1) ·
80074325 (1) ·
80101701 (1) ·
80102240 (1) ·
80102572 (1) ·
80121500 (1) ·
80121800 (1) ·
80121898 (1) ·
80135529 (1) ·
80144324 (1) ·
80214953 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049:
Width 052:
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:
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) ·
N/A (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 not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 21 results in range #1 to #21.
