1780 search results for bridge inspection
One FDOT
, inspection and licensing for all public-use seaplane bases to ensure safety. Like, the approval and acceptance of all materials used in FDOT road and bridge construction
https://www.fdot.gov/info/one-fdotE55F1Addenda001
Circular Number 18 16 V.C.1 Geotechnical ServicesGrammar correction 21 V.I. Submittals Removed Bridge, Signalization and Intelligent Transportation System Plans Updated contact for inspection
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/design-build/e55f1/e55f1addenda001.pdf?sfvrsn=319b0d44_11050806-724IMPL
With the exception of concrete traffic railing and bridge approach slab placements, a Level 2 Inspector, . A Level 2 Inspector's duties may include ensuring that concrete testing, inspection, and curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/review/implemented/1050806-724impl.pdf?sfvrsn=d7fc56cd_19600100-722FHWA
and Section 462. 2. Test typical local zone reinforcement for compliance with AASHTO LRFD Bridge Design Specifications and AASHTO LRFD Bridge Construction Specifications, as applicable. Include, , anchorages, inlets, outlets, 9600100 All Jobs drains, high point inspection port details, anchorage inspection details, permanent anchorage caps, application limits of the PT system, and installation, . Test typical local zone reinforcement for compliance with AASHTO LRFD Bridge Design Specifications
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/fhwa/9600100-722fhwa.pdf?sfvrsn=ee7a2e9c_24600604.origind
, comply with the AWS D1.1 Structural Welding Code. as welland the weld inspection as the additional, . 460-6.4.2 Tubular Bridge or Overhead Sign Structures: Comply with the requirements of the AWS D1.1
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2017/july-2017/review/internal/4600604.origind.pdf?sfvrsn=312f7076_00050700.impl
, bridge, and miscellaneous items. When performing utility construction as part of the project, establish, to the Engineer at the time of completion of the project. The Engineer’s inspection, checking
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/january-2016/review/implemented/0050700.impl.pdf?sfvrsn=b39a7cf5_05460000.origind
on the basis of visual inspection by the Engineer with no further testing required. 546-3, on the roadway length minus bridge lengths for each shoulder on which rumble strips
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/internal/5460000.origind.pdf?sfvrsn=cef1e947_04600000.resp
the markings to low stress or compression areas is not always possible. Many areas of the bridge, ) 460-6.1 - Aren't "qualified welders, qualified weld procedures, and qualified inspection personnel
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/review/comments-responses/4600000.resp.pdf?sfvrsn=99e9d1bc_0section116vii-33115
. SSPC-PA Guide 13/AASHTO NSBA Steel Bridge Collaboration S.8.1 Technical Data Sheet June 1982 82-08, assurance inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2015/january-2015/materials-manual/section116vii-33115.pdf?sfvrsn=f94dfb25_1District 2 Statewide Maintenance Contacts
Inspection Supervisor (386) 961-7020 Melissa Morgan Maintenance Manager - Contracts (386) 961-7060 Kelly Briggs Operations Office Manager (386) 961-7014 JACKSONVILLE BRIDGE OFFICE 5729 Grace Lane, MS
https://www.fdot.gov/maintenance/statewide-contacts/district2mapcontacts.shtmRecently Completed Research
in Florida Public Transit Summary Final Report BE932 Inspection of Flexible Filler Tendons, in Match-cast Segmental Bridge Construction Structures Summary Final Report BDV24-977-33, -Reinforced Single Slope Bridge Rail Structures Summary Final Report BE975 Developing Safety Performance, on Post-Tensioning Members and the Effects of Galvanic Coupling on Bridge Tendons Materials Summary, BDV29-977-65 Florida Slab Beam Bridge with Ultra-High Performance Concrete Joint Connections
https://www.fdot.gov/research/documents.shtmAgency Term Contract - Truck Mounted Sewer Cleaner
demonstration and inspection at an FDOT location of our choosing, or any combination of the above, will be reconfirmed by inspection, documentation, and demonstration when the first and subsequent, delivery inspection: Bidder shall include in the bid price the cost of a post delivery inspection service of the equipment, approximately 30 days after it is placed in service. The inspection shall be performed by skilled and trained factory or dealer personnel. The inspection service shall include
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/procurement/files_agency_term_contracts/agency-term-contract---truck-mounted-sewer-cleaner.pdf?sfvrsn=6b45e68c_2D1-08-15-24BSN
for Road and Bridge Construction, or as amended by the project Specifications Package or any, current edition of the Department’s Standard Specifications for Road and Bridge Construction, _assist.shtm , the Standard Specifications for Road and Bridge Construction and the Special Provisions, /A Total Roadway Length: 6.165 Miles Contract Days: 140 Total Bridge Length: 0.000 Miles Letting Date, and resurfacing, and pavement markings on State Road 700 (US 98) from bridge #910090 northwesterly to NW 80th
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d1/lettings/2024/aug15/d1-08-15-24bsn.pdf?sfvrsn=5b00febe_1Design Standards 2006
Inspection Box 250 1-2 of 2 250.pdf Straight Concrete Endwalls - Single And Multiple Pipe 251 1-2, 305 1-4 of 4 305.pdf Concrete Pavement Joints 306 1 of 1 306.pdf Bridge Approach Expansion Joint, Cantilever Slide Gate - Type B Fence 810 1-4 of 4 810.pdf Bridge Fencing (Vertical) 811 1-3 of 3 811.pdf Bridge Fencing (Curved Top) 812 1-4 of 4 812.pdf Bridge Fencing (Enclosed) 820 1 of 1, Signs 17328 1 of 1 17328.pdf Typical Signing For Truck Weigh And Inspection Stations 17344 1-6 of 6
https://www.fdot.gov/roadway/ds/06/stds.shtmE8U84BidTabs
auxiliary lane and widening the northbound exit ramp and bridge to accommodate a two-lane exit on SR 91 from, 250,000.00000 250,000.00 REMOVAL OF EXISTING SF (LS) STRUCTURES/BRIDGES 43716965201 BRIDGE ID 930429 0010, ,BRIDGE CY SUBSTRUCTURE 0030 0400411 60.900 2,000.00000 121,800.00 2,600.00000 158,340.00, REINFORCINGSTEEL-BRIDGE LB SUPERSTRUCTURE 0055 0415 1 5 11,117.000 REINFORCINGSTEEL-BRIDGE LB SUBSTRUCTURE, 300.000 CONCRETETRAFFICRAILING-BRIDGE, LF 36"SINGLE-SLOPE 0105 0521 8 7 27.000 CONCRETEBARRIER
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/tp/bid-tabs/2024/may30/e8u84bidtabs.pdf?sfvrsn=f052837f_1Vol2SDM
Identification Numbers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-1 2.3 Bridge, ) . . . . . . . . . . . . . . . 7-4 8 Bridge Hydraulics Recommendation Sheet, ....................... 8-1 9 Construction Sequence for Bridge Widening and Phased Construction . . . 9-1, for Squared End Beams on a Skewed Bridge, ................................. 18-3 Figure 18.2-3 Bridge Section At Sidewalk With 42" F-Shape Traffic Railing) . 18-4
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresmanual/currentrelease_test_old/vol2sdm_a0b497e0-2396-45be-9c87-df59d92173fa.pdf?sfvrsn=14344c3b_0D5-12-03-24BSN
with Article 3-1 of the Standard Specifications for Road and Bridge Construction, or as amended, for Road and Bridge Construction. Insurance companies must be authorized to do business, -assist.shtm, Standard Specifications for Road and Bridge Construction and the Special Provisions, (*) Federal Aid No: N/A Total Roadway Length: Contract Days: 130 Total Bridge Length: Letting Date, of culvert rehabilitation for Bridge No. 770014 carrying SR 419 over Gee Creek from MP 0.045 to MP
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d5/lettings/2024/dec03/d5-12-03-24bsn.pdf?sfvrsn=373b8e3f_2D4-07-12-24BSN
consideration in accordance with Article 3-1 of the Standard Specifications for Road and Bridge, of the Department’s Standard Specifications for Road and Bridge Construction. Insurance companies must, Standard Specifications for Road and Bridge Construction and the Special Provisions for instructions, : 180 Total Bridge Length: 0.000 Miles Letting Date: 07/12/24 Total Proposal Length: 3.076 Miles, ), monitor existing structures (inspection, settlement, vibration), inlet protection, clearing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/contracts/d4/lettings/2024/jul12/d4-07-12-24bsn.pdf?sfvrsn=a981f010_14500000.impl
) inspections of all phases of work ensuring all materials and workmanship incorporated into the product, at the plant. During the weekly meetings, discuss the results of the QC inspections. Ensure a QC inspector is present during concrete placements and performs inspection during all fabrication of precast prestressed concrete products, including the inspection of the operations before, during and after, , tensioning, concrete proportioning, pre-placement, placement, post-placement inspections, curing
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2019/january-2019/review/implemented/4500000.impl.pdf?sfvrsn=652c13ac_02025FDM120DsnSubmtls
in alignment, grade, or typical section. Bridge Geotechnical Report D) Surveying and Mapping, & assumptions Bridge Hydraulics Report Request drainage design Request final drainage review Permit review, , especially for large areas such as drainage maps. Drainage design survey data from site inspection, design. (5) Bridge data sheet surveys, channel alignment survey data, and bathymetric data. 120.2.2, , including roadside ditches • Border and clear zone • Bicycle and pedestrian facilities • Bridge
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/roadway/fdm/2025/2025fdm120dsnsubmtls.pdf?sfvrsn=f0f0dccd_1