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)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'BOYNTON CANAL ' (1) ·
'C-17 Canal ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'Cypress Creek ' (1) ·
'E-4 Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'Indian River / ICW ' (1) ·
'L-5 CANAL ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Lake Worth ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD LAT. 38 CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'SR 70 ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Ten Mile Creek ' (1) ·
'Tillman Canal ' (1) ·
'Tomoka River ' (1)
Critical 006b:
Facility 007:
'Central Blvd ' (1) ·
'CLINT MOORE RD WB ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'I-4 EB ' (1) ·
'I-4 WB ' (1) ·
'I-95 NB ' (1) ·
'JOG ROAD (NB) ' (1) ·
'JOG ROAD (SB) ' (1) ·
'LYONS ROAD ' (1) ·
'NB 1-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'Old Boynton Road ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SR 710 ' (1) ·
'SR A1A ' (1) ·
'SR-732 -Jensen Bch' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 91.26 ' (1) ·
'WB SR 786 ' (1)
Number 008:
700119 (1) ·
790201 (1) ·
790202 (1) ·
884067 (1) ·
884071 (1) ·
890115 (1) ·
890116 (1) ·
890145 (1) ·
894062 (1) ·
930379 (1) ·
930492 (1) ·
930534 (1) ·
930546 (1) ·
931002 (1) ·
931012 (1) ·
934271 (1) ·
934272 (1) ·
934913 (1) ·
934956 (1) ·
934968 (1) ·
934981 (1) ·
940114 (1) ·
940122 (1) ·
940123 (1) ·
940135 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.5mi E. of Indian R Dr. ' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.25mi. east of I-95 ' (1) ·
'0.3 mi east of US 1 & PGA' (1) ·
'0.4Mi. East of Congress A' (1) ·
'0.6MI S of SOUTHERN BLVD ' (1) ·
'0.7MI N OF BOYNTON BH BL ' (1) ·
'1 mile North of SR 786 ' (1) ·
'1.9 Miles East of US-441 ' (1) ·
'1MI N OF CLINT MOORE RD ' (1) ·
'1st overpass east of I-95' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.5 miles North of SR-706' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'At CR-613 ' (1) ·
'I-4 EB over Tomoka River ' (1) ·
'I-4 WB over Tomoka River ' (1) ·
'I-95 NB - Tillman Canal ' (1) ·
'SR 91 at Jupiter Interch ' (1)
Latitude 016:
26243219 (1) ·
26252613 (1) ·
26315430 (1) ·
26322087 (1) ·
26352545 (1) ·
26401260 (1) ·
26401280 (1) ·
26461200 (1) ·
26503760 (1) ·
26503900 (1) ·
26512802 (1) ·
26562145 (1) ·
26581961 (1) ·
26582109 (1) ·
27093370 (1) ·
27151000 (1) ·
27171853 (1) ·
27240492 (1) ·
27241193 (1) ·
27244459 (1) ·
27351498 (1) ·
27442320 (1) ·
28004737 (1) ·
29090099 (1) ·
29090120 (1)
Longitude 017:
80032660 (1) ·
80050300 (1) ·
80053100 (1) ·
80054200 (1) ·
80064901 (1) ·
80084210 (1) ·
80084275 (1) ·
80085039 (1) ·
80092080 (1) ·
80101532 (1) ·
80102377 (1) ·
80103697 (1) ·
80104046 (1) ·
80111481 (1) ·
80131300 (1) ·
80151390 (1) ·
80231981 (1) ·
80232174 (1) ·
80240662 (1) ·
80251602 (1) ·
80264934 (1) ·
80382659 (1) ·
80383118 (1) ·
81051410 (1) ·
81051478 (1)
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Type 043b:
Length 049:
Width 052: (Click arrow to add another value)
Deck 058:
Superstructure 059: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Inspect Date 090:
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:
Clearance 116:
Showing below up to 25 results in range #1 to #25.
