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:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-18 Canal ' (1) ·
'C-24 Canal ' (1) ·
'DRAINAGE CANAL ' (1) ·
'EPB - 10 Canal ' (1) ·
'Golf Cart Underpass ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'KRUEGER CREEK ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD E-1 CANAL ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'Miami Canal L-25 ' (1) ·
'Moores Creek ' (1) ·
'North Relief Canal ' (1) ·
'Range Line Canal ' (1) ·
'US-192 ' (1) ·
'W.P.B. Canal (C-51) ' (1) ·
'WPB Drainage Canal ' (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'16th Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'8th Street N ' (1) ·
'Central Blvd. ' (1) ·
'Congress Avenue ' (1) ·
'CR-880 ' (1) ·
'CR-A1A(OCEAN BLVD)' (1) ·
'CR708 SE BRIDGE RD' (1) ·
'Crosstown Parkway ' (1) ·
'Haverhill Road ' (1) ·
'I-95 ' (1) ·
'I-95 (SR 9) ' (1) ·
'Island Way ' (1) ·
'Pineda Causeway ' (1) ·
'PIPER'S GLEN ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'SPANISH ISLES BLVD' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'US-27/SR-80 NB ' (1) ·
'US-27/SR-80 SB ' (1) ·
I-95 (1)
Number 008:
700209 (1) ·
700222 (1) ·
700225 (1) ·
884081 (1) ·
884082 (1) ·
884083 (1) ·
884084 (1) ·
890107 (1) ·
890120 (1) ·
930351 (1) ·
930373 (1) ·
930528 (1) ·
930537 (1) ·
930538 (1) ·
930540 (1) ·
934171 (1) ·
934175 (1) ·
934176 (1) ·
934177 (1) ·
934905 (1) ·
934940 (1) ·
945013 (1) ·
945274 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2MI E OF US-441 (SR-7) ' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi N of Orange Ave. ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.5 MI WEST OF SR-809 ' (1) ·
'0.7 Mi. West of I-95 ' (1) ·
'0.9 M E OF US-1 ON CR-708' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2.6 MI S of Wickham Rd. ' (1) ·
'2MI E of SR-76 ' (1) ·
'4.1Mi W OF SR-80 ' (1) ·
'56th Place North ' (1) ·
'At 74th Avenue ' (1) ·
'At John Stretch Park ' (1) ·
'Between SR704 and 12th St' (1) ·
'I-95 over US-192 ' (1) ·
'Inter 66th Ave/College Ln' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
26240578 (1) ·
26295449 (1) ·
26383999 (1) ·
26404182 (1) ·
26414539 (1) ·
26414600 (1) ·
26424967 (1) ·
26440030 (1) ·
26455503 (1) ·
26510969 (1) ·
26555800 (1) ·
26561000 (1) ·
27035280 (1) ·
27115100 (1) ·
27174000 (1) ·
27270541 (1) ·
27375400 (1) ·
27375420 (1) ·
27412300 (1) ·
27413623 (1) ·
28044400 (1) ·
28113278 (1) ·
28134900 (1)
Longitude 017:
80032221 (1) ·
80050018 (1) ·
80052775 (1) ·
80065835 (1) ·
80070800 (1) ·
80072029 (1) ·
80075212 (1) ·
80082400 (1) ·
80104200 (1) ·
80120021 (1) ·
80135670 (1) ·
80195034 (1) ·
80251400 (1) ·
80253500 (1) ·
80260616 (1) ·
80270492 (1) ·
80274700 (1) ·
80284500 (1) ·
80422199 (1) ·
80422723 (1) ·
80430700 (1) ·
80482471 (1) ·
80482472 (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 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:
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 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 23 results in range #1 to #23.
View (previous 250 | next 250) (20 | 50 | 100 | 250 | 500)
