
This procedure provides instructions for testing and reports that need to be
submitted to the Florida Department of Transportation (Department) for
consideration of approval in the use of polymer slurry products for drilled shaft
construction.
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This procedure provides instructions for material approval, as well as guidance
for the development and implementation of the Quality Control (QC) Program
for the manufacture, testing, storage, and transportation of asphalt emulsion.
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This procedure provides instructions for material approval, as well as
guidance for the development and implementation of the Quality
Control (QC) Program for the manufacture, testing, storage, and
transportation of asphalt binder.
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This procedure provides guidance for the development and implementation
of the Quality Control (QC) Plan for the production, storage, and
transportation of flexible pipe for Florida Department of Transportation
(FDOT) projects. Types of flexible pipe, hereinafter referred to as pipe,
include corrugated metal pipe (CMP), corrugated high-density polyethylene
(HDPE) pipe, corrugated polypropylene (PP) pipe, corrugated polyvinyl
chloride (PVC) pipe, and steel reinforced polyethylene (SRPE) pipe.
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This procedure provides guidance for the development and implementation of
the Quality Control (QC) Programs for the manufacture, storage, and
transportation of the precast concrete pipe (Pipe) for the Florida Department
of Transportation (Department) projects. The Pipe may include, but are not
limited to, round concrete pipe, elliptical concrete pipe, mitered end sections,
and underdrain pipe.
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This procedure provides guidance for the development and implementation of
the Quality Control (QC) Programs for the manufacture, storage, and
transportation of precast prestressed concrete products (Products) for Florida
Department of Transportation (Department) projects.
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The procedure provides guidance for the development and implementation of
the Quality Control (QC) Programs for the manufacture, storage, and
transportation of the incidental precast concrete products (Products) for
Florida Department of Transportation (Department) projects. The Products
may include, but are not limited to sound barriers, retaining wall systems,
temporary traffic barriers, light pole foundations, sign foundations, pull and
junction boxes, and prestressed concrete poles.
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The purpose of this procedure is to establish a standard method for evaluating
the effectiveness of Prestressed Concrete Producer (Plant) Quality Control
(QC) processes for minimizing the incidence of major defects in prestressed
concrete Products. This evaluation process requires monitoring the rate of
major production defects that occur in Products; using these major defects
rates as a basis for evaluating the effectiveness of the Plant’s QC efforts; and
taking action that will improve the Plant’s QC efforts when they are below the
satisfactory level.
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This procedure provides guidance to the precast/prestressed concrete
fabrication facilities (Plants) that are involved in the manufacture of products
using SCC. The procedure includes requirements related to the Plants’ Quality
Control (QC) Plans, field trial batches of the concrete mix designs, and
inspection and testing of production concrete. Obtain SCC from a concrete
plant listed on the Department’s Structural Concrete Production Facility Listing.
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This procedure provides guidance to the precast/prestressed concrete
fabrication facilities (Plants) that are involved in the manufacture of products
using flowing concrete. The procedure includes requirements related to the
Plants’ Quality Control (QC) Plans, the submittal of the mix designs, laboratory
and field trial batches of the concrete mixes, and inspection and testing of
production concrete. Produce flowing concrete using a central mixer at an
approved on-site facility, or demonstrate that using an off-site ready-mixed
concrete facility with an accepted QC Plan meets the requirements of this
Section.
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This guide establishes policies that govern the production of structural
concrete used by the Florida Department of Transportation (FDOT), herein
after called the Department. The guide also provides the Structural
Concrete Production Facility (Plant) with information related to the methods
and the minimum requirements for Quality Control (QC) Plan, and criteria
by which the Department will review the QC Plan for acceptance.
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This guide establishes policies governing the production of paving concrete
produced by central mix plants, used by the Florida Department of
Transportation (FDOT), herein after called the Department. The guide also
provides the Concrete Pavement Production Facility (Plant) with information
related to the methods and minimum requirements for a Producer Quality
Control Plan (PQCP), as well as, the criteria by which the Department will
review the PQCP for acceptance.
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This document provides guidance for the preparation and implementation
of the Mass Concrete Control Plan (MCCP) when required by the Florida
Department of Transportation (FDOT), herein after called the Department.
The guide also describes the responsibilities of the Contractor’s Specialty
Engineer in the preparation, submittal, and follow-up of the MCCP.
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This procedure provides guidance as a step-by-step process for the quality control of all new and currently accepted facilities that produce structural metal, metal components, and use protective coatings for the Florida Department of Transportation (Department).
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This procedure provides guidance to the fabricators for the review and approval
of the fabrication facilities’ welding procedure specifications.
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This procedure provides guidance for the development and
implementation of procedures for the use of Phased Array Ultrasonic
Testing on Florida Department of Transportation structural steel bridge
projects.
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This guideline outlines application details for Computed Radiology (CR)
examination using a process in which photostimulable luminescence is
emitted by the penetrating radiation detector to a Storage Phosphor Imaging
Plate (SPIP). Because the technique is complex and the applications for CR
examination are diverse, this guideline is not intended to be limiting or
restrictive, but rather to address the general applications of the technology
and thereby facilitate its use.
The general principles discussed in this guideline apply broadly to penetrating
radiation CR systems. However, this guideline is written specifically for use
with X-ray and gamma-ray systems.
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This section provides pre-approved repair procedures for structural steel
produced by fabricators.
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This section provides pre-approved paint repair procedures for structural steel produced by
fabricators.
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This procedure provides guidance for the development and implementation of
the Quality Control Plan (QCP) for the manufacture, storage, and
transportation of Fiber Reinforced Polymer (FRP) composites for Florida
Department of Transportation (FDOT) projects. FRP composites, hereinafter
referred to as composites, include glass, carbon, and basalt reinforced
polymeric materials.
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