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:
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'Danforth Creek ' (1) ·
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'Horse Creek ' (1) ·
'I-95 ' (1) ·
'KELLER CANAL ' (1) ·
'Lateral A Canal ' (1) ·
'Lateral B Canal ' (1) ·
'Lateral H Canal ' (1) ·
'LATERAL U CANAL ' (1) ·
'Little Tomoka River ' (1) ·
'Loxahatchee River ' (1) ·
'LWDD L-14 Cnl ' (1) ·
'North Relief Canal ' (1) ·
'Okeechobee Waterway ' (1) ·
'Platt Ranch Access Road ' (1) ·
'Range Line Canal ' (1) ·
'Rowland Canal ' (1) ·
'Salerno Creek ' (1) ·
'Spruce Creek ' (1) ·
'SWA Retention Canal ' (1) ·
'Troup Indiantown Canal ' (1) ·
'WARNER CREEK ' (1)
Critical 006b:
Facility 007:
'16th Street ' (1) ·
'33rd Street ' (1) ·
'53rd Street ' (1) ·
'56th Place North ' (1) ·
'Benoist Farms Rd ' (1) ·
'Berry Avenue ' (1) ·
'CENTER DRIVE ' (1) ·
'Central Blvd. ' (1) ·
'CR-4009 ' (1) ·
'CR-512 ' (1) ·
'CR-606 Oslo Rd ' (1) ·
'CR-630 (41st St.) ' (1) ·
'CR-714 Indian St. ' (1) ·
'CR-723 ' (1) ·
'CR726(CITRUS BLVD)' (1) ·
'Croton Road ' (1) ·
'Haverhill Rd ' (1) ·
'Haverhill Road ' (1) ·
'Island Way ' (1) ·
'Jog Road ' (1) ·
'Lake Ida Road ' (1) ·
'Loxahatchee Rvr Rd' (1) ·
'Melaleuca Lane ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'Riverbend Park Rd ' (1) ·
'S. Burnett Rd ' (1) ·
'SE Ebbtide Ave. ' (1) ·
'St. Johns Heritage' (1) ·
'Tymber Creek Road ' (1) ·
'Viera Blvd EB ' (1) ·
'Viera Blvd WB ' (1) ·
'West Farms Road ' (1) ·
'Wickham Road ' (1)
Number 008:
704097 (1) ·
704098 (1) ·
704102 (1) ·
704190 (1) ·
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Location 009:
'0.1 MI West of SR-76 ' (1) ·
'0.1 Mile S of CR-714 ' (1) ·
'0.14MI N of Indiantown Rd' (1) ·
'0.2 Miles North of SR 40 ' (1) ·
'0.25 Mile N of Center St.' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.3 Mi S of Indiantown Rd' (1) ·
'0.4MI N of COVE ROAD ' (1) ·
'0.4MI S of Melaleuca Ln ' (1) ·
'0.6Mi S of 707A ' (1) ·
'0.95 MI N of PGA Blvd. ' (1) ·
'1 Mi So. of SR-421 ' (1) ·
'1.0 Mile West of SR-710 ' (1) ·
'1.1Mi W of Miltiary Trail' (1) ·
'1.2 Miles East of SR-710 ' (1) ·
'1.6 Miles East of 58th Av' (1) ·
'1.7 Miles N of Aurora Rd.' (1) ·
'1Mi E of CR809/Military T' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.9 Miles South of US-192' (1) ·
'56th Place North ' (1) ·
'7MI NORTH OF SR-60 ' (1) ·
'80ft. East of 66th Ave. ' (1) ·
'At 74th Avenue ' (1) ·
'At CR-613 ' (1) ·
'At CR-615 (66th Avenue) ' (1) ·
'At Pluckebaum Rd ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'Benoist Farms Rd at SR-80' (1) ·
'CR-509 .5 Mi N of SR-518 ' (1) ·
'IN JOHN PRINCE PARK ' (1) ·
'Viera Blvd EB over I-95 ' (1) ·
'Viera Blvd WB over I-95 ' (1)
Latitude 016:
26282306 (1) ·
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28155940 (1) ·
28160000 (1) ·
28204418 (1) ·
29052660 (1) ·
29152450 (1)
Longitude 017:
80045351 (1) ·
80062196 (1) ·
80065835 (1) ·
80070800 (1) ·
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80285590 (1) ·
80383118 (1) ·
80391970 (1) ·
80401823 (1) ·
80434440 (1) ·
80434460 (1) ·
80448000 (1) ·
80464729 (1) ·
81013690 (1) ·
81074440 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
0 (1) ·
100 (1) ·
1000 (1) ·
10000 (1) ·
101 (1) ·
12100 (1) ·
13300 (1) ·
13716 (1) ·
14600 (1) ·
150 (1) ·
18700 (1) ·
19200 (1) ·
2000 (1) ·
240 (1) ·
2400 (1) ·
250 (1) ·
2700 (1) ·
35000 (1) ·
4200 (1) ·
480 (1) ·
500 (1) ·
6042 (1) ·
7200 (1) ·
7263 (1) ·
800 (1) ·
8198 (1) ·
910 (1) ·
9200 (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 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:
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 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) ·
1092 (1) ·
11167 (1) ·
114000 (1) ·
150 (1) ·
15000 (1) ·
15962 (1) ·
200 (1) ·
2000 (1) ·
20574 (1) ·
20993 (1) ·
23076 (1) ·
2500 (1) ·
25331 (1) ·
288 (1) ·
32445 (1) ·
4164 (1) ·
42000 (1) ·
450 (1) ·
46846 (1) ·
5040 (1) ·
580 (1) ·
625 (1) ·
73250 (1) ·
8788 (1) ·
9475 (1) ·
960 (1)
Clearance 116:
Showing below up to 33 results in range #1 to #33.
