Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
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- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d: (Click arrow to add another value)
Direction 005e:
Features 006a:
'BUCCANEER CANAL ' (1) ·
'BUTTERFLY CANAL ' (1) ·
'C-24 Canal ' (1) ·
'C-3 Canal ' (1) ·
'C-51 Canal ' (1) ·
'CAMINO CANAL ' (1) ·
'CORAL GARDENS OUTFALL ' (1) ·
'E3-canal ' (1) ·
'EL RIO CANAL ' (1) ·
'FISHTAIL CANAL ' (1) ·
'GARDEN CANAL ' (1) ·
'I-4 ' (1) ·
'I-95 ' (1) ·
'L-12 Canal ' (1) ·
'L-19 Canal ' (1) ·
'L-5 Canal ' (1) ·
'L-8 CANAL ' (1) ·
'L.W.D.D. E-4 CANAL ' (1) ·
'LOXAHATCHEE RIV NW FORK ' (1) ·
'LWDD CANAL L-9 ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'LWDD L-7 CANAL ' (1) ·
'N Fork Loxahatchee River' (1) ·
'RELIEF CANAL ' (1) ·
'S-135 Canal ' (1) ·
'S-5 Discharge Canal ' (1) ·
I-95 (1)
Critical 006b:
Facility 007:
'AVENUE OF PGA ' (1) ·
'Benoist Farms Rd ' (1) ·
'CAMINO GARDENS BL ' (1) ·
'CAMINO GARDENS BLV' (1) ·
'CAMINO GARDENS EB ' (1) ·
'CAMINO GARDENS WB ' (1) ·
'Crosstown Parkway ' (1) ·
'CYPRESS WAY ' (1) ·
'DATE PALM RD ' (1) ·
'DATE PALM ROAD ' (1) ·
'Fox Lake Rd. ' (1) ·
'Haverhill Rd ' (1) ·
'HICKORY DRIVE ' (1) ·
'HURON WAY ' (1) ·
'ISLAND WAY ' (1) ·
'Lake Ida Road ' (1) ·
'Levee Road ' (1) ·
'Melaleuca Lane ' (1) ·
'NORFOLK BLVD. ' (1) ·
'OLD GERMANTOWN RD ' (1) ·
'Park Road ' (1) ·
'PINETREE LANE ' (1) ·
'Quantum Blvd. ' (1) ·
'Saxon Blvd EB ' (1) ·
'Saxon Blvd WB ' (1) ·
'SW Wood St. ' (1) ·
'TEQUESTA DRIVE ' (1) ·
'Tomoka Farms Rd. ' (1) ·
'WEST LAKE DRIVE ' (1) ·
Grant Rd. (1) ·
Micco Rd. (1)
Number 008:
Location 009:
'0.03Mi E of CYPRESS WAY ' (1) ·
'0.04MI S OF FOREST HILL ' (1) ·
'0.1 MI S of PGA BLVD ' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.1Mi E of ONTARIO DRIVE ' (1) ·
'0.1MI E of SW 9TH AVE ' (1) ·
'0.1MI S of CAMINO GARDEN ' (1) ·
'0.1MI. E of KANNER HWY ' (1) ·
'0.2 MI West of US-98 ' (1) ·
'0.2 MILE E OF SW 9TH AVE ' (1) ·
'0.25 Mi. West of SR-405 ' (1) ·
'0.3MI S of ROYAL PALM WAY' (1) ·
'0.4 MI W OF CONGRESS AVE ' (1) ·
'0.4 MILE S OF ROYAL PALM ' (1) ·
'0.4M S OF ROYAL PALM ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.5 MI S of FOREST HILL ' (1) ·
'0.5Mi N of PLMBCH CO LINE' (1) ·
'0.6 Mile West of US-27 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'1 MI S OF FOREST HILL BVD' (1) ·
'1.0 Mi South of CR-827 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2MI. W of US-1 ' (1) ·
'13.5 Mi S/O S/B E of US27' (1) ·
'14.8 Mi West of US-27 ' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.6MI W OF SEMINOLE PRATT' (1) ·
'21.0 Mi North of US-27 ' (1) ·
'4.0 MI NW OF US-441 ' (1) ·
'6.0 Mi. West of US-27 ' (1) ·
'6.3MI S of SoBay at US-27' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Saxon Blvd EB - I-4 ' (1) ·
'Saxon Blvd WB - I-4 ' (1) ·
'Tomoka Farms Rd - I-4 ' (1) ·
1.3 Mi. East of CR-507 (1) ·
1.9MI E of Babcock St. (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
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:
Inspect Date 090: (Click arrow to add another value)
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 not over waterway. (1)
Future 114:
1041 (1) ·
10410 (1) ·
12145 (1) ·
150 (1) ·
15000 (1) ·
1562 (1) ·
1735 (1) ·
180 (1) ·
1920 (1) ·
2000 (1) ·
2020 (1) ·
20300 (1) ·
2082 (1) ·
216 (1) ·
2275 (1) ·
23076 (1) ·
2429 (1) ·
25331 (1) ·
2603 (1) ·
300 (1) ·
30362 (1) ·
30710 (1) ·
3296 (1) ·
3600 (1) ·
3840 (1) ·
4 (1) ·
46846 (1) ·
500 (1) ·
6 (1) ·
6940 (1) ·
763 (1) ·
7636 (1) ·
9 (1)
Future Year 115: (Click arrow to add another value)
Clearance 116:
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