Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'Angle Rd - Belcher Canal' (1) ·
'Angle Rd.- Belcher Canal' (1) ·
'C-18 Canal ' (1) ·
'C-23 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'HUNGRYLAND CANAL C-18 ' (1) ·
'I 95 SR 9 ' (1) ·
'Lateral B Canal ' (1) ·
'LATERAL CANAL L-5 ' (1) ·
'Lateral H Canal ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'Okeechobee Waterway ' (1) ·
'Spruce Creek ' (1) ·
'SR-91 (Fla's. Turnpike) ' (1) ·
'SR-91 (Fla's.Turnpike) ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
'W.P.B. Canal (C-51) ' (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'Congress Avenue ' (1) ·
'CR-4009 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'EB SR808 Glades Rd' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Island Way ' (1) ·
'Lyons Rd ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'SB I-95 (SR-9 ) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'Spanish River Blvd' (1) ·
'SR-805 (Dixie Hwy)' (1) ·
'SR91 N/S TPK 115.5' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 96.55' (1)
Number 008:
705604 (1) ·
794193 (1) ·
884071 (1) ·
884083 (1) ·
890110 (1) ·
890111 (1) ·
890121 (1) ·
890122 (1) ·
894062 (1) ·
930239 (1) ·
930241 (1) ·
930248 (1) ·
930373 (1) ·
930447 (1) ·
930528 (1) ·
934166 (1) ·
934177 (1) ·
934711 (1) ·
934954 (1) ·
935222 (1) ·
940092 (1) ·
940093 (1) ·
940113 (1) ·
944016 (1)
Location 009:
'.75 miles South of SR-882' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 MI S OF MARTIN CO LIN' (1) ·
'0.76 MI SOUTH OF SR 80 ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.0MI SOUTH OF SR-706 ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5 Mi N/O SW Kanner Hwy ' (1) ·
'1.5 N of SW KANNER HWY ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.5 mi. N of SR 70 ' (1) ·
'2mi. N of SR714 on I95 ' (1) ·
'2mi.N of SR714 on I95 ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-613 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'SR 808 I 95 Interchange ' (1)
Latitude 016:
26220535 (1) ·
26231070 (1) ·
26333297 (1) ·
26383999 (1) ·
26401030 (1) ·
26404400 (1) ·
26424967 (1) ·
26453630 (1) ·
26554196 (1) ·
26561000 (1) ·
26571548 (1) ·
27072925 (1) ·
27073032 (1) ·
27093370 (1) ·
27121953 (1) ·
27122261 (1) ·
27172347 (1) ·
27234060 (1) ·
27281041 (1) ·
27281411 (1) ·
27351498 (1) ·
27412300 (1) ·
28073710 (1) ·
29052660 (1)
Longitude 017:
80032221 (1) ·
80050018 (1) ·
80054717 (1) ·
80070650 (1) ·
80080080 (1) ·
80082400 (1) ·
80090356 (1) ·
80095581 (1) ·
80102169 (1) ·
80102700 (1) ·
80112020 (1) ·
80151390 (1) ·
80164549 (1) ·
80164845 (1) ·
80205980 (1) ·
80240091 (1) ·
80240291 (1) ·
80251400 (1) ·
80251481 (1) ·
80252971 (1) ·
80254109 (1) ·
80264934 (1) ·
80384610 (1) ·
81013690 (1)
Owner 022:
Built 027:
Lanes 028a: (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: (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)
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:
Clearance 116:
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