Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12273 (1) ·
12274 (1) ·
15209 (1) ·
15210 (1) ·
15214 (1) ·
15215 (1) ·
15217 (1) ·
15218 (1) ·
15220 (1) ·
16028 (1) ·
16029 (1) ·
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16031 (1) ·
16036 (1) ·
16044 (1) ·
16046 (1) ·
16048 (1) ·
16062 (1) ·
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16064 (1) ·
16067 (1) ·
16076 (1) ·
16081 (1) ·
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16095 (1) ·
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19539 (1) ·
19557 (1)
County 003:
Place 004:
Direction 005e:
Features 006a:
'BESSEY CREEK ' (1) ·
'C-1 Canal ' (1) ·
'C-59 Canal ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'Crane Creek ' (1) ·
'Crane Creek Canal L-7 ' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'FEC Railroad ' (1) ·
'Moore's Creek ' (1) ·
'PHIPP CANAL ' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK (STUART INT) ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'TEN MILE CREEK ' (1)
Critical 006b:
Facility 007:
'CR-707(Citrus Ave)' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'Dubber Road ' (1) ·
'Fountainhead Blvd.' (1) ·
'N 13th Street ' (1) ·
'Pace Drive ' (1) ·
'Palm Bay Parkway ' (1) ·
'SR 91 TPK 137.25 ' (1) ·
'SR 91 TPK SB 153.2' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 125.9' (1) ·
'SR91 N/S TPK 126.5' (1) ·
'SR91 N/S TPK 127.3' (1) ·
'SR91 N/S TPK 127.9' (1) ·
'SR91 N/S TPK 135.6' (1) ·
'SR91 N/S TPK 138.1' (1) ·
'SR91 N/S TPK 139.7' (1) ·
'SR91 N/S TPK 147.7' (1) ·
'SR91 N/S TPK 148.2' (1) ·
'SR91 N/S TPK 152.5' (1) ·
'SR91 N/S TPK 153.7' (1) ·
'SR91 N/S TPK 154.3' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 SB TPK 134.32' (1) ·
'SR91 SB TPK 142.2 ' (1) ·
'SR91 SB TPK 143.3 ' (1) ·
'SR91 SB TPK 144.6 ' (1) ·
'SR91 SB TPK 150.7 ' (1) ·
'SR91 SB TPK 152.9 ' (1) ·
'SR91 TPK 134.1 ' (1)
Number 008:
705601 (1) ·
705603 (1) ·
705924 (1) ·
705925 (1) ·
890067 (1) ·
890068 (1) ·
890070 (1) ·
890076 (1) ·
890077 (1) ·
890078 (1) ·
890082 (1) ·
890083 (1) ·
890085 (1) ·
940047 (1) ·
940049 (1) ·
940050 (1) ·
940053 (1) ·
940061 (1) ·
940064 (1) ·
940072 (1) ·
940076 (1) ·
940082 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940110 (1) ·
940121 (1) ·
940134 (1) ·
940135 (1) ·
940951 (1) ·
941000 (1) ·
945009 (1)
Location 009:
'0.1 mi E of Wickham Road ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.26 Mi South of Pace Dr.' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.3Mi N of Orange Ave. ' (1) ·
'0.45MI NORTH OF SR-708 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.51MI SOUTH OF SR-714 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.0MI NORTH OF SR-708 ' (1) ·
'1.2 MI NORTH OF SR-70 ' (1) ·
'1.2MI S PORT ST LUCIE BLV' (1) ·
'1.2MI S PORT ST LUCIE RMP' (1) ·
'1.3 MI N OF STUART INTRCH' (1) ·
'1.6 MI N OF MARTIN CO ' (1) ·
'1.8MI NORTH OF SR-708 ' (1) ·
'100 ft West of Ruffner Rd' (1) ·
'2 Mi West of Jupiter Blvd' (1) ·
'2.2 MI SOUTH OF SR-76 ' (1) ·
'2.6 MI NORTH OF SR-714 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-709' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'3.4MI NORTH OF SR-714 ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'Citrus Ave/FEC RR ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'STUART TPK INTERCHANGE ' (1)
Latitude 016:
27030195 (1) ·
27033219 (1) ·
27041173 (1) ·
27043856 (1) ·
27091847 (1) ·
27092801 (1) ·
27102733 (1) ·
27113920 (1) ·
27121998 (1) ·
27133752 (1) ·
27154481 (1) ·
27154501 (1) ·
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27253205 (1) ·
27263922 (1) ·
27270318 (1) ·
28004870 (1) ·
28010030 (1) ·
28042875 (1) ·
28070604 (1)
Longitude 017:
80142213 (1) ·
80142789 (1) ·
80144523 (1) ·
80145730 (1) ·
80180137 (1) ·
80180781 (1) ·
80184796 (1) ·
80192646 (1) ·
80193471 (1) ·
80195431 (1) ·
80201436 (1) ·
80202976 (1) ·
80210806 (1) ·
80210855 (1) ·
80213627 (1) ·
80221024 (1) ·
80221116 (1) ·
80222725 (1) ·
80222735 (1) ·
80230229 (1) ·
80231097 (1) ·
80231141 (1) ·
80235220 (1) ·
80240119 (1) ·
80240662 (1) ·
80240727 (1) ·
80242270 (1) ·
80244387 (1) ·
80373635 (1) ·
80401763 (1) ·
80434410 (1) ·
80441510 (1)
Owner 022: (Click arrow to add another value)
Built 027:
Traffic 029:
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)
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 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) ·
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:
Clearance 116:
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