Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'6th Avenue South ' (1) ·
'B-19 Canal / Trib 1 ' (1) ·
'Barge Canal ' (1) ·
'Belvedere Road ' (1) ·
'Cambridge Canal ' (1) ·
'Creek ' (1) ·
'DANFORTH CREEK ' (1) ·
'George King Blvd ' (1) ·
'HAULOVER CANAL ' (1) ·
'Intracoastal Waterway ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Sebastian Canal East ' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR-40 ' (1) ·
'ST LUCIE CANAL ' (1) ·
'WPB CANAL C-51 ' (1) ·
George King Blvd (1) ·
INDIAN RIVER (1)
Critical 006b:
Facility 007:
'COURTENAY PARKWAY ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'E/B S.R. 704 ' (1) ·
'Esplanade Avenue ' (1) ·
'I 95 SR 9 ' (1) ·
'I-95 ' (1) ·
'Indian Lake Road ' (1) ·
'KIRK ROAD ' (1) ·
'MAPP ROAD ' (1) ·
'NB I 95 SR 9 ' (1) ·
'SB I 95 SR 9 ' (1) ·
'SR 91 TPK SB 131.0' (1) ·
'SR A1A ' (1) ·
'SR-3 ' (1) ·
'SR-A1A NB ' (1) ·
'SR804 E Ocean Ave.' (1) ·
'SR91 SB TPK 134.32' (1) ·
'Trailwood Drive ' (1) ·
'W/B S.R. 704 ' (1) ·
'Wilden Road ' (1) ·
NASA CAUSEWAY EB (1) ·
NASA CAUSEWAY WB (1) ·
SR-A1A SB (1)
Number 008:
700072 (1) ·
700201 (1) ·
700210 (1) ·
700211 (1) ·
703001 (1) ·
703002 (1) ·
703004 (1) ·
704085 (1) ·
790193 (1) ·
790801 (1) ·
796413 (1) ·
796414 (1) ·
890066 (1) ·
890068 (1) ·
894059 (1) ·
930370 (1) ·
930458 (1) ·
930486 (1) ·
930487 (1) ·
930506 (1) ·
930507 (1) ·
930547 (1) ·
934369 (1) ·
934751 (1)
Location 009:
'0.1 mi W of Fleming Grant' (1) ·
'0.1 MILE NORTH OF SR-714 ' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'1 mile North of SR 80 ' (1) ·
'1 Mile S of Boynton Inlet' (1) ·
'1.3mi South of 10th Ave N' (1) ·
'2.3mi N on Indian Lake Rd' (1) ·
'200FT N/O Cap Diville Ave' (1) ·
'3.7MI S/O STUART INT. ' (1) ·
'8.6 MILES SOUTH OF US 1 ' (1) ·
'AT SR-80 SOUTHERN BLVD ' (1) ·
'Between SRA1A&SR80 Cswys.' (1) ·
'I-95 over SR-40 ' (1) ·
'SR-3 NB over Barge Canal ' (1) ·
'SR-3 SB over Barge Canal ' (1) ·
'SR-A1A - George King Blvd' (1) ·
'STUART TPK INTERCHANGE ' (1) ·
KENNEDY SPACE CENTER (1) ·
SR-A1A SB- George King (1)
Latitude 016:
26313736 (1) ·
26350300 (1) ·
26363210 (1) ·
26403700 (1) ·
26412597 (1) ·
26412600 (1) ·
26422200 (1) ·
26430558 (1) ·
27070362 (1) ·
27092801 (1) ·
27102500 (1) ·
27512302 (1) ·
28241290 (1) ·
28241322 (1) ·
28242777 (1) ·
28242782 (1) ·
28313826 (1) ·
28313884 (1) ·
28441095 (1) ·
29060108 (1) ·
29071179 (1) ·
29095886 (1) ·
29152514 (1)
Longitude 017:
80023637 (1) ·
80024000 (1) ·
80024400 (1) ·
80025300 (1) ·
80031431 (1) ·
80035976 (1) ·
80040125 (1) ·
80040740 (1) ·
80061380 (1) ·
80161000 (1) ·
80162980 (1) ·
80180781 (1) ·
80312618 (1) ·
80370688 (1) ·
80370748 (1) ·
80422088 (1) ·
80422154 (1) ·
80451679 (1) ·
80454983 (1) ·
80591575 (1) ·
81015661 (1) ·
81065740 (1) ·
81091698 (1)
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a: (Click arrow to add another value)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
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:
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