Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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12258 (1) ·
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County 003:
Place 004:
Route 005d:
Features 006a:
'BOYNTON CANAL C-16 ' (1) ·
'BRANCH OF ICWW ' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'Cambridge Canal ' (1) ·
'Canal ' (1) ·
'CANAL C-24 ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'EL RIO CANAL ' (1) ·
'EPB CANAL C-3 ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'INTRACOASTAL WATERWAY ' (1) ·
'Lateral A Canal ' (1) ·
'LWDD E-3 CANAL ' (1) ·
'MAPLE CREEK ' (1) ·
'NORTH FORK ST LUCIE RVR ' (1) ·
'Okeechobee Waterway ' (1) ·
'Pluckebaum Canal ' (1) ·
'SFC CANAL NO 1 ' (1) ·
'SR 91 TPK (PGA BV INT) ' (1) ·
'SR-507 ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'SR-91 (FL TPK) ' (1) ·
'St. Lucie Canal/SR-76 ' (1) ·
'Ten Mile Creek ' (1) ·
'US 92 ' (1) ·
Addison Canal (1)
Critical 006b:
Facility 007:
'33rd Street ' (1) ·
'CONGRESS AVE ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-712 (MIDWAY RD)' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-812 OCEAN AVE ' (1) ·
'I-4 Ramp B ' (1) ·
'JUPITER BEACH RD ' (1) ·
'LE CHALET BLVD ' (1) ·
'LINTON BLVD. ' (1) ·
'MAPP RD ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'Pinehurst Ave N ' (1) ·
'PROSPERITY FARMSRD' (1) ·
'Range Rd ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'SOUTH BEND BLVD. ' (1) ·
'SR-507 ' (1) ·
'SR-710 EB ' (1) ·
'SR91 NB TPK 109.5 ' (1) ·
'SW 18TH ST ' (1) ·
'Trailwood Drive ' (1) ·
'W LAKE RD CR-717 ' (1) ·
'WB PGA Blvd. ' (1) ·
I-95 (1)
Number 008:
700186 (1) ·
700229 (1) ·
704045 (1) ·
704194 (1) ·
705924 (1) ·
705925 (1) ·
790248 (1) ·
796414 (1) ·
884100 (1) ·
884104 (1) ·
890161 (1) ·
894033 (1) ·
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940123 (1) ·
940126 (1) ·
940127 (1) ·
940162 (1) ·
940163 (1) ·
945251 (1)
Location 009:
'.5 miles South of SR-70 ' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1 MI West of SR-76 ' (1) ·
'0.25Mi S/O Wiltshire Blvd' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.2MI E OF A1A ' (1) ·
'0.2MI EAST OF US-1 (SR-5)' (1) ·
'0.2MI S OF DONALD ROSS ' (1) ·
'0.2MI S OF FLORESTA DR ' (1) ·
'0.3 Mile East of US-1 ' (1) ·
'0.3MI W OF OLD DIXIE HWY.' (1) ·
'0.75 Mi. South of SR-520 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'0.8Mi W OF MILITARY TRAIL' (1) ·
'0.9 mi N of Wickham Rd ' (1) ·
'1.5 Mi. S of SR-70 ' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.8MI W OF SR-15 ' (1) ·
'1.9MI S of CR-714 ' (1) ·
'1000'W of SR5 & E ofSR811' (1) ·
'1MI W of US-1 ' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.1 Miles E of CR-609 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'I-4 Connector over US-92 ' (1) ·
'I-95 over Midway Road ' (1) ·
'Palm Beach Garden Interch' (1) ·
'SR-507 over Crane Creek ' (1) ·
I-95 over Addison Canal (1)
Latitude 016:
26194915 (1) ·
26262317 (1) ·
26322160 (1) ·
26331032 (1) ·
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27400430 (1) ·
28004870 (1) ·
28010030 (1) ·
28040738 (1) ·
28143333 (1) ·
28204423 (1) ·
28314000 (1) ·
29060108 (1) ·
29083995 (1)
Longitude 017:
80024400 (1) ·
80035475 (1) ·
80035722 (1) ·
80042000 (1) ·
80043160 (1) ·
80052654 (1) ·
80054858 (1) ·
80074716 (1) ·
80075125 (1) ·
80151390 (1) ·
80161820 (1) ·
80200930 (1) ·
80203293 (1) ·
80231981 (1) ·
80232174 (1) ·
80233923 (1) ·
80234014 (1) ·
80235637 (1) ·
80235639 (1) ·
80243196 (1) ·
80243677 (1) ·
80244973 (1) ·
80245174 (1) ·
80251481 (1) ·
80251602 (1) ·
80251811 (1) ·
80252110 (1) ·
80271724 (1) ·
80274510 (1) ·
80274650 (1) ·
80371675 (1) ·
80411355 (1) ·
80413808 (1) ·
80434410 (1) ·
80441510 (1) ·
80461784 (1) ·
80510650 (1) ·
80591575 (1) ·
81070580 (1)
Owner 022:
Built 027: (Click arrow to add another value)
Traffic 029:
1000 (1) ·
1200 (1) ·
12500 (1) ·
150 (1) ·
1500 (1) ·
15900 (1) ·
16747 (1) ·
1854 (1) ·
18700 (1) ·
200 (1) ·
2000 (1) ·
20000 (1) ·
20500 (1) ·
21500 (1) ·
27000 (1) ·
32250 (1) ·
36500 (1) ·
37250 (1) ·
38750 (1) ·
4484 (1) ·
480 (1) ·
5450 (1) ·
5700 (1) ·
7400 (1) ·
8800 (1) ·
9000 (1) ·
9500 (1) ·
9633 (1)
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) ·
No noticeable or noteworthy deficiencies which affect the condition of the channel. (1)
Culvert 062:
Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. (1) ·
N/A (1) ·
No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. (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 assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles by assessment, 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:
11174 (1) ·
12839 (1) ·
1440 (1) ·
15000 (1) ·
15268 (1) ·
15615 (1) ·
16482 (1) ·
1735 (1) ·
19426 (1) ·
200 (1) ·
2000 (1) ·
2500 (1) ·
26400 (1) ·
27587 (1) ·
3217 (1) ·
32445 (1) ·
34700 (1) ·
35568 (1) ·
37302 (1) ·
400 (1) ·
46845 (1) ·
5182 (1) ·
55954 (1) ·
580 (1) ·
63327 (1) ·
63328 (1) ·
64629 (1) ·
67231 (1) ·
9456 (1) ·
9890 (1)
Clearance 116:
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