Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
- News Link (111)
- Organization (18)
- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
- fips (487)
- repository (98)
- timeline (19)
- weblink (123)
Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004: (Click arrow to add another value)
Direction 005e:
Features 006a:
'CANAL C-108 ' (1) ·
'CANAL C-73 ' (1) ·
'CANAL E-114 ' (1) ·
'CANAL E-12/E-84 ' (1) ·
'CANAL E-14 ' (1) ·
'CANAL E-8 ' (1) ·
'CANAL E-84 ' (1) ·
'CR 702 45th Street ' (1) ·
'CR 709 & FECRR ' (1) ·
'CR 712 (Midway Road) ' (1) ·
'CR-712 Midway Road ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'ELKCAM WATERWAY ' (1) ·
'EPB - 10 Canal ' (1) ·
'Galiano Rd & C-24 Canal ' (1) ·
'Galiano Rd. & C-24 Canal' (1) ·
'Gatlin Blvd ' (1) ·
'Hillsboro Canal ' (1) ·
'HOWARD CREEK ' (1) ·
'I 95 and SR 704 ' (1) ·
'LOXAHATCHEE WPB CANAL ' (1) ·
'Mercer Ave and CSX RR ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 882 Forest Hill Blvd ' (1) ·
'SR-91 (FL TURNPIKE) ' (1) ·
'Summit Boulevard ' (1) ·
'SWA Retention Canal ' (1) ·
'WEST PALM BEACH CANAL ' (1) ·
'WPB Drainage Canal ' (1)
Critical 006b:
Facility 007:
'DARWIN BLVD ' (1) ·
'FLORESTA DR ' (1) ·
'GETTYSBURG DR ' (1) ·
'Haverhill Road ' (1) ·
'I 95 SR 9 ' (1) ·
'I 95 SR 9 NB ' (1) ·
'I 95 SR 9 SB ' (1) ·
'I-95 (SR 9) ' (1) ·
'JEANNE AVE ' (1) ·
'Jog Road ' (1) ·
'JORGENSEN RD ' (1) ·
'MERCER AVE ' (1) ·
'NB I 95 SR 9 ' (1) ·
'NB I-95 (S.R. 9) ' (1) ·
'NB I-95 (SR 9) ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'NORTH MACEDO BLVD ' (1) ·
'PAAR DR ' (1) ·
'PAAR DR. ' (1) ·
'PORT ST LUCIE BLVD' (1) ·
'Private Road ' (1) ·
'SAVAGE BLVD. ' (1) ·
'SAVONA BLVD. ' (1) ·
'SB I 95 Off Ramp ' (1) ·
'SB I-95 (S.R. 9) ' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SB I-95 (SR-9) ' (1) ·
'SB US 1 ' (1) ·
'SELVITZ RD. ' (1) ·
'SR91 N/S TPK 103.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'ST LUCIE W BLVD WB' (1) ·
'WB SR704 to SB I95' (1)
Number 008:
Location 009:
'.3 m N of Martin Co. line' (1) ·
'.75 Mile South Midway Rd.' (1) ·
'0.1MI W OF BAYSHORE BLVD.' (1) ·
'0.25 mi N of Belvedere Rd' (1) ·
'0.2MI N OF NW BAYSHORE BL' (1) ·
'0.2MI S OF N MACEDO BLVD.' (1) ·
'0.3 Mi N of 45th St ' (1) ·
'0.4MI S OF PAAR DRIVE ' (1) ·
'0.4MI W OF PORT ST LUCIE ' (1) ·
'0.5MI Nof PT ST LUCIE BLD' (1) ·
'0.5Mi S of PAAR DRIVE ' (1) ·
'0.5MI W OF NW ST JAMES DR' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'0.7MI S OF PAAR DRIVE ' (1) ·
'0.7MI Wof SW DARWIN BLVD.' (1) ·
'0.9MI S OF PAAR DRIVE ' (1) ·
'1 mi N Palm Bch Lake Blvd' (1) ·
'1.0 Mi E of Nob Hill Road' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.2MI W OF PORT ST. LUCIE' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.6MI N OF GATLIN BLVD. ' (1) ·
'2 mi. N of Gatlin Blvd. ' (1) ·
'2.6 Mi. S of SR-710 ' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'250FT N of BELVEDERE RD ' (1) ·
'3.0 MI NORTH OF SR-704 ' (1) ·
'4.3 m N of Martin Co Line' (1) ·
'800 ft. S of SR 704 Exit ' (1) ·
'At Exit 74 ' (1) ·
'Between SR 80 and SR 882 ' (1) ·
'Between SR 882 and SR 80 ' (1) ·
'I-95 / SR 882 ' (1) ·
'I-95 over Midway Road ' (1) ·
'I-95 SR 704 interchange ' (1) ·
'SB Ramp to WPB Airport ' (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
100 (1) ·
110 (1) ·
114500 (1) ·
115 (1) ·
11500 (1) ·
115000 (1) ·
1200 (1) ·
13716 (1) ·
20150 (1) ·
213000 (1) ·
220 (1) ·
222000 (1) ·
22500 (1) ·
226000 (1) ·
24317 (1) ·
250 (1) ·
3000 (1) ·
32250 (1) ·
3500 (1) ·
38750 (1) ·
40300 (1) ·
48633 (1) ·
500 (1) ·
5800 (1) ·
6000 (1) ·
6042 (1) ·
68700 (1) ·
8000 (1)
Service On 042a: (Click arrow to add another value)
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)
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 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) ·
Bridge with "unknown" foundation that has not been evaluated for scour. Until risk can be determined, a plan of action should be developed and implemented to reduce the risk to users from abridge failure during and immediately after a flood event. (1)
Future 114:
10000 (1) ·
10063 (1) ·
10875 (1) ·
119194 (1) ·
120 (1) ·
1700 (1) ·
174 (1) ·
1900 (1) ·
198658 (1) ·
19952 (1) ·
199525 (1) ·
2000 (1) ·
20574 (1) ·
250 (1) ·
34960 (1) ·
3500 (1) ·
369555 (1) ·
385170 (1) ·
39038 (1) ·
392110 (1) ·
4000 (1) ·
42189 (1) ·
55954 (1) ·
6073 (1) ·
67231 (1) ·
69920 (1) ·
7200 (1) ·
84378 (1)
Clearance 116:
Showing below up to 43 results in range #1 to #43.
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