Drilldown: bridge data
From Indian River Lagoon Project
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ObjectID:
12161 (1) ·
12247 (1) ·
15213 (1) ·
15239 (1) ·
15672 (1) ·
15699 (1) ·
15726 (1) ·
15738 (1) ·
15761 (1) ·
15762 (1) ·
16029 (1) ·
16030 (1) ·
16031 (1) ·
16032 (1) ·
16033 (1) ·
16034 (1) ·
16035 (1) ·
16036 (1) ·
16037 (1) ·
16038 (1) ·
16044 (1) ·
16045 (1) ·
16046 (1) ·
16048 (1) ·
16049 (1) ·
16062 (1) ·
16063 (1) ·
16064 (1) ·
16067 (1) ·
16076 (1) ·
16082 (1) ·
16095 (1) ·
16096 (1)
Status: (Click arrow to add another value)
Date: (Click arrow to add another value)
County 003:
Place 004:
Features 006a:
'ANGLE RD & BELCHER CANAL' (1) ·
'CANAL L-20 ' (1) ·
'CR 812 LANTANA RD ' (1) ·
'CR709 GLADES RD & FEC RR' (1) ·
'DRAINAGE CANAL ' (1) ·
'DRAINAGE DITCH ' (1) ·
'Kings Road ' (1) ·
'LAT CANAL (LK WORTH INT)' (1) ·
'RIM DITCH CANAL C-24 ' (1) ·
'SR 70 ' (1) ·
'SR 91 TPK ' (1) ·
'SR 91 TPK (ST LUCIE INT)' (1) ·
'SR 91 TPK & CANAL ' (1) ·
'SR 91 TPK(FT PIERCE INT)' (1) ·
'TEN MILE CREEK ' (1) ·
'Young Canal ' (1)
Critical 006b:
Facility 007:
'CR708 125.4 ' (1) ·
'CR712 MDWYRD 150.3' (1) ·
'DNLD RS RD E 112.2' (1) ·
'DNLD RS RD W 112.2' (1) ·
'HOOD RD 110.944 ' (1) ·
'MINUTE MAID RD 165' (1) ·
'PICOS RD 154.90 ' (1) ·
'SR 91 TPK RMP 93.5' (1) ·
'SR-407 ' (1) ·
'SR-91 NB TPK 150.7' (1) ·
'SR91 N/S TPK 125.2' (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 N/S TPK 156.6' (1) ·
'SR91 N/S TPK 167.2' (1) ·
'SR91 NB TPK 142.2 ' (1) ·
'SR91 NB TPK 144.6 ' (1) ·
'SR91 NB TPK 153.1 ' (1) ·
'SR91 NB TPK 157.9 ' (1) ·
'SR91 NB TPK 158.6 ' (1) ·
'SR91 NB TPK 91.26 ' (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 SB TPK 157.9 ' (1) ·
'SR91 SB TPK 158.6 ' (1) ·
'SR91 SB TPK 91.26 ' (1)
Number 008:
700090 (1) ·
700216 (1) ·
890075 (1) ·
890119 (1) ·
930334 (1) ·
930381 (1) ·
930419 (1) ·
930441 (1) ·
931002 (1) ·
931003 (1) ·
940049 (1) ·
940050 (1) ·
940053 (1) ·
940055 (1) ·
940057 (1) ·
940058 (1) ·
940059 (1) ·
940064 (1) ·
940065 (1) ·
940066 (1) ·
940072 (1) ·
940073 (1) ·
940076 (1) ·
940082 (1) ·
940083 (1) ·
940104 (1) ·
940105 (1) ·
940106 (1) ·
940110 (1) ·
940121 (1) ·
940135 (1) ·
940951 (1) ·
941000 (1)
Location 009:
'0.1 MILE WEST OF I-95 ' (1) ·
'0.2 MI N OF ST LUCIE BLVD' (1) ·
'0.25MI SOUTH OF SR-708 ' (1) ·
'0.37MI N OF SR-712 ' (1) ·
'0.42 MI NORTH OF SR-68 ' (1) ·
'0.5 MI SOUTH OF SR-70 ' (1) ·
'0.51 MI NORTH OF SR-70 ' (1) ·
'0.74 MI N OF ST LUCIE BLV' (1) ·
'1.16 MI S OF SR-68 ' (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) ·
'1.8 MI N OF PGA BLV/SR786' (1) ·
'1.83 MILES N OF SR-68 ' (1) ·
'2.1 M S OF LAKEWORTH INTR' (1) ·
'2.1MI S LAKEWORTH INTERCH' (1) ·
'2.2 Mi East of SR-528 ' (1) ·
'2.5 MI NORTH OF SR-68 ' (1) ·
'2.53 MI NORTH OF SR-68 ' (1) ·
'2.6 MI S OF FT PIER INTCH' (1) ·
'2.6 MI SOUTH OF SR-70 ' (1) ·
'2.6 MILES NORTH OF SR-710' (1) ·
'2.85 MI SOUTH OF SR-712 ' (1) ·
'2.9 Mi East of SR-528 ' (1) ·
'3 MI NORTH OF PGA BLVD ' (1) ·
'6.2 MI N OF ST LUCIE BLVD' (1) ·
'6.4 MI S OF INDIAN RVR CO' (1) ·
'9.38 MI NORTH OF SR-68 ' (1) ·
'FT PIERCE INTERCHANGE ' (1) ·
'LAKE WORTH INTERCHANGE ' (1) ·
'N.OF PGA BLVD S.JUPITER ' (1)
Latitude 016:
26352544 (1) ·
26352545 (1) ·
26371314 (1) ·
26515528 (1) ·
26525829 (1) ·
26525885 (1) ·
27022544 (1) ·
27023878 (1) ·
27154481 (1) ·
27154501 (1) ·
27163478 (1) ·
27173677 (1) ·
27173720 (1) ·
27201626 (1) ·
27204218 (1) ·
27222822 (1) ·
27224619 (1) ·
27224640 (1) ·
27240944 (1) ·
27243006 (1) ·
27244459 (1) ·
27250685 (1) ·
27253205 (1) ·
27255887 (1) ·
27271813 (1) ·
27281279 (1) ·
27281300 (1) ·
27283927 (1) ·
27283929 (1) ·
27290688 (1) ·
27300073 (1) ·
28283186 (1) ·
28291220 (1)
Longitude 017:
80074430 (1) ·
80075174 (1) ·
80075197 (1) ·
80101893 (1) ·
80102377 (1) ·
80102433 (1) ·
80142184 (1) ·
80142214 (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) ·
80242270 (1) ·
80244387 (1) ·
80250650 (1) ·
80254672 (1) ·
80263496 (1) ·
80263571 (1) ·
80270210 (1) ·
80270308 (1) ·
80333288 (1) ·
80344892 (1) ·
80505570 (1) ·
80512324 (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:
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 being eroded. River control devices and/or embankment have major damage. Trees and brush restrict the channel. (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) ·
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) ·
Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting (1) ·
N/A (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)
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:
Clearance 116:
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