Drilldown: bridge data
From Indian River Lagoon Project
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17879 (1) ·
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Status: (Click arrow to add another value)
Date:
County 003:
Place 004:
None (1) ·
24350 (1) ·
30975 (1) ·
35550 (1) ·
58725 (1) ·
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Route 005d:
Features 006a:
'C-18 Canal ' (1) ·
'C-51 Canal ' (1) ·
'Casa Mar Dr ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Eau Gallie River ' (1) ·
'El Rio Canal ' (1) ·
'I 95 SR 9 ' (1) ·
'I-4 ' (1) ·
'Indian River EastRelief ' (1) ·
'Lake Worth Lagoon ' (1) ·
'Lake Worth Relief ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral H Canal ' (1) ·
'Little Tomoka River ' (1) ·
'LOXAHATCHEE CREEK ' (1) ·
'LWDD E-2 W ' (1) ·
'LWDD E-2E Canal ' (1) ·
'LWDD E-3 Canal ' (1) ·
'LWDD E-4 Canal ' (1) ·
'M-1 CANAL ' (1) ·
'Okeechobee Waterway ' (1) ·
'Spruce Creek ' (1) ·
'SR 811 & FEC RR ' (1) ·
'SR-713 (King Hwy) ' (1) ·
'Stub Canal & S.F.R.C. ' (1) ·
'SWA Retention Canal ' (1) ·
'Ten Mile Creek ' (1) ·
'Turnpike (SR-91) ' (1) ·
'Warner Creek ' (1) ·
Sebastian River (1)
Critical 006b:
Facility 007:
'45th Street CR-702' (1) ·
'53rd Street ' (1) ·
'Apollo Boulevard ' (1) ·
'Benoist Farms Rd ' (1) ·
'Blue Heron Blvd ' (1) ·
'Congress Avenue ' (1) ·
'CR-4009 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-714 Indian St. ' (1) ·
'CRESTWOOD BLVD. N ' (1) ·
'EB SR 786 ' (1) ·
'Enterprise Rd. ' (1) ·
'Gateway Blvd. ' (1) ·
'Hanley Rd. S 25th ' (1) ·
'Island Way ' (1) ·
'Jog Road ' (1) ·
'Lantana Road ' (1) ·
'Lyons Rd ' (1) ·
'NB SR-9 (I-95) ' (1) ·
'Quantum Blvd. ' (1) ·
'SB SR-9 (I-95) ' (1) ·
'Spanish River Blvd' (1) ·
'SR A1A ' (1) ·
'SR-732 Jenson Blvd' (1) ·
'SR91 N/S TPK 117.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'Tymber Creek Road ' (1) ·
'US-192 ' (1) ·
'WB US 98 SR 80 ' (1) ·
US-1 (1)
Number 008:
700224 (1) ·
700235 (1) ·
705604 (1) ·
790191 (1) ·
794193 (1) ·
794194 (1) ·
884071 (1) ·
884083 (1) ·
890014 (1) ·
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944016 (1)
Location 009:
'0.1 MI West of SR-76 ' (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 MI S OF MARTIN CO LIN' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.3MI W OF ROYAL PALM BL ' (1) ·
'0.5MI W of SR-809 Mil Trl' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 M West of Haverhill R' (1) ·
'1.1 Mile S of CR-611B ' (1) ·
'1.5Mi E of Military Trail' (1) ·
'1.5mi N of SR-68 ' (1) ·
'1.6 mi E of US-1 ON 707A ' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'100ft E of Fla Turnpike ' (1) ·
'1st overpass east of I-95' (1) ·
'2.2MI N of Boynton Bch Bl' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'50ft W of TPK (SR-91) ' (1) ·
'Apollo Blvd - Eau Gallie ' (1) ·
'At CR-613 ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'Between SR704 and 12th St' (1) ·
'Enterprise Rd. Over I-4 ' (1) ·
'SR 80/ I-95 interchange ' (1) ·
'SR-A1A East of ICWW ' (1) ·
'US-192 - Indian River Rel' (1) ·
US-1 over Sebastian River (1)
Latitude 016:
26231070 (1) ·
26325650 (1) ·
26325823 (1) ·
26333297 (1) ·
26352535 (1) ·
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26403485 (1) ·
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26571548 (1) ·
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27412300 (1) ·
27511720 (1) ·
28051925 (1) ·
28073710 (1) ·
28531327 (1) ·
29052660 (1) ·
29152450 (1)
Longitude 017:
80022352 (1) ·
80023637 (1) ·
80041535 (1) ·
80050018 (1) ·
80051020 (1) ·
80054600 (1) ·
80054717 (1) ·
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80202976 (1) ·
80205980 (1) ·
80235637 (1) ·
80235639 (1) ·
80251400 (1) ·
80264934 (1) ·
80292802 (1) ·
80343718 (1) ·
80384610 (1) ·
81013690 (1) ·
81074440 (1) ·
81164575 (1)
Owner 022:
Built 027:
Lanes 028a: (Click arrow to add another value)
Traffic 029:
0 (1) ·
1000 (1) ·
10000 (1) ·
10300 (1) ·
15300 (1) ·
15400 (1) ·
15700 (1) ·
15900 (1) ·
18700 (1) ·
19300 (1) ·
19700 (1) ·
20500 (1) ·
21500 (1) ·
22000 (1) ·
22600 (1) ·
25500 (1) ·
28250 (1) ·
2880 (1) ·
37000 (1) ·
38250 (1) ·
44400 (1) ·
48633 (1) ·
6042 (1) ·
6480 (1) ·
7200 (1) ·
7263 (1) ·
9229 (1) ·
9500 (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) ·
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: (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 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 not over waterway. (1)
Future 114:
1000 (1) ·
10800 (1) ·
10875 (1) ·
11167 (1) ·
11243 (1) ·
114000 (1) ·
12360 (1) ·
15000 (1) ·
1735 (1) ·
18840 (1) ·
26400 (1) ·
26546 (1) ·
26719 (1) ·
27500 (1) ·
27587 (1) ·
28050 (1) ·
32445 (1) ·
33486 (1) ·
33600 (1) ·
34180 (1) ·
35568 (1) ·
3600 (1) ·
37302 (1) ·
49014 (1) ·
64195 (1) ·
66364 (1) ·
77034 (1) ·
84378 (1) ·
8788 (1)
Clearance 116:
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