Drilldown: bridge data
From Indian River Lagoon Project
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Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
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Route 005d:
Direction 005e:
Features 006a:
'C-15 Canal ' (1) ·
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'C-37 Canal ' (1) ·
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'Canal ' (1) ·
'Canoe Creek ' (1) ·
'Deep Creek ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'Indian River EastRelief ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral C Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Little Tomoka River ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'LWDD E3 Canal ' (1) ·
'LWDD L30 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'Spruce Creek ' (1) ·
'SR-507 ' (1) ·
'SWA Retention Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Tillman Canal ' (1) ·
'Warner Creek ' (1) ·
Canal (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'16th St/College Ln' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'CR-4009 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR519 (Fiske Blvd)' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'Gateway Blvd. ' (1) ·
'Hagen Ranch Road ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Island Way ' (1) ·
'Jog Road ' (1) ·
'Jupiter Boulevard ' (1) ·
'Lantana Road ' (1) ·
'LYONS ROAD ' (1) ·
'Minton Road CR-509' (1) ·
'Oslo Rd (CR-606) ' (1) ·
'Quantum Blvd. ' (1) ·
'SB I 95 SR 9 ' (1) ·
'Spanish River Blvd' (1) ·
'SR A1A ' (1) ·
'SR-44 ' (1) ·
'SR-507 ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 ' (1) ·
'Woolbright Road ' (1) ·
US-1 (1)
Number 008:
700165 (1) ·
700186 (1) ·
700224 (1) ·
700235 (1) ·
704075 (1) ·
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944016 (1)
Location 009:
'0.1 mile S of I-95 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.19Mi. E of Congress Ave' (1) ·
'0.2 mi E of SR5 on SRA1A ' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.3Mi E of Military Trail' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.5 MI. W of Military Tr ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1 mile S of Linton Blvd ' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'2.0 Miles N of SR-806 ' (1) ·
'2.4 mi S of SR-9 ' (1) ·
'2.45 mi. E of I-4 ' (1) ·
'2.59 mi. E. of I-4 ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.69 mi. E. of I-4 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-611 - 43rd Ave ' (1) ·
'At CR-613 ' (1) ·
'At Minton Rd. Intersectn ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Inter 66th Ave/College Ln' (1) ·
'LYONS ROAD SOUTH OF SR-80' (1) ·
'SR-507 over Crane Creek ' (1) ·
'US-192 - Indian River Rel' (1) ·
4.2 Mi N of Sebastian River (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26231070 (1) ·
26231230 (1) ·
26252840 (1) ·
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27351435 (1) ·
27351498 (1) ·
27375420 (1) ·
27412300 (1) ·
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27591500 (1) ·
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28040738 (1) ·
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28073710 (1) ·
28171664 (1) ·
29013410 (1) ·
29013540 (1) ·
29013630 (1) ·
29052660 (1) ·
29152450 (1)
Longitude 017:
80023637 (1) ·
80051020 (1) ·
80052490 (1) ·
80054717 (1) ·
80065730 (1) ·
80075116 (1) ·
80075312 (1) ·
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80102572 (1) ·
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80144443 (1) ·
80205980 (1) ·
80251400 (1) ·
80254958 (1) ·
80264934 (1) ·
80274700 (1) ·
80292802 (1) ·
80305798 (1) ·
80343718 (1) ·
80371675 (1) ·
80384610 (1) ·
80401800 (1) ·
80401977 (1) ·
80443473 (1) ·
81013690 (1) ·
81074440 (1) ·
81111930 (1) ·
81112460 (1) ·
81113230 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
10000 (1) ·
101000 (1) ·
12200 (1) ·
12533 (1) ·
15400 (1) ·
15700 (1) ·
15900 (1) ·
16290 (1) ·
16747 (1) ·
17200 (1) ·
17982 (1) ·
18657 (1) ·
18700 (1) ·
19500 (1) ·
19700 (1) ·
22000 (1) ·
22600 (1) ·
25500 (1) ·
27000 (1) ·
2880 (1) ·
3000 (1) ·
37000 (1) ·
6042 (1) ·
7200 (1) ·
7263 (1) ·
8929 (1) ·
9229 (1) ·
9500 (1)
Service On 042a:
Service Under 042b: (Click arrow to add another value)
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) ·
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) ·
Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. (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 foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing by assessment, by calculation or by installation of properly designed countermeasures. (1)
Future 114:
1000 (1) ·
10319 (1) ·
10800 (1) ·
10875 (1) ·
11167 (1) ·
114000 (1) ·
15000 (1) ·
15040 (1) ·
1735 (1) ·
175235 (1) ·
18840 (1) ·
19426 (1) ·
21167 (1) ·
22388 (1) ·
26400 (1) ·
26719 (1) ·
27500 (1) ·
27587 (1) ·
28050 (1) ·
28263 (1) ·
29842 (1) ·
31199 (1) ·
33600 (1) ·
33832 (1) ·
34180 (1) ·
3600 (1) ·
46845 (1) ·
5205 (1) ·
64195 (1) ·
8788 (1)
Clearance 116:
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