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The Washington State Department of Transportation’s
Qualify Assurance Program requires all quality acceptance testing to be
performed by qualified testing personnel using calibrated/verified
equipment. The requirements
of this program are contained in Section 9-5.5 of the WSDOT Construction
Manual M41-03.
Key elements of Washington State Qualified Assurance
Program are:
History of the Construction Tester Qualification Program
In Washington State
In June 1995, the Federal Register, Volume 60, Number
125 Pages 33712 to 33719 was published that required the State
Transportation Departments doing any work on the National Highway System
to do the following:
·
By June 29, 1997 all States Central Laboratories had to be
AASHTO accredited.
·
By June 29, 2000 all sampling and testing have to be done by
qualified personnel.
·
By June 29, 2000 all laboratories
used in acceptance testing have to be qualified and use calibrated
equipment.
·
By June 29, 2000 all non-state
laboratories that do IA or dispute resolution sampling and testing have
to be AASHTO accredited.
Towards the end of 1995, Bob Gietz was temporarily
hired to put together the accreditation program for us that met the
requirements of AASHTO R-18 and the Federal Register.
This included developing a Quality Systems Manual, setting up
calibration procedures and record keeping for all of the equipment,
developing training records and qualification check lists for all of the
procedures that we do. There
was a Quality Systems Manager hired.
All of this took approximately 9 months at a cost of about
$500,000 to become accredited. On
July 1, 1996 our central laboratory in Tumwater became an AASHTO
accredited laboratory.
During this same time period, the development of
a quality system for the region and field laboratories that meets
the requirements of the Federal Register was started.
This basically was going to be an extension of the AASHTO
accreditation program from the central laboratory.
There was a process group developed to set the
direction for the regional program.
This group was the “Regional Advisory Group” or RAG.
Each region was asked to have participation in the group with
people that would represent their region and take the information back
to their regions for discussion and concurrence.
After many meetings, and much discussion, the RAG came to an
agreement on the development of a quality system that could be used in
the regions and project laboratories, which is basically what we are
using today.
In May 1997, the FHWA approved the process that the RAG
developed for qualified testers and qualified laboratories.
In November 1997 this process was printed in the Construction
Manual as a supplemental section. This supplemental section would replace the old Section 5-5.5
that dealt with assurance testing and IAI samples. Implementation of this section would happen when each region
had their qualified testers and calibrated equipment program
operational.
Soon after the supplemental section was printed, the
RAG group was replaced with the Regional Implementation Group, or RIG.
Some of the same people were on the new group.
This group was charged with the implementation and fine tuning of
the process, and also had to take the information back to their regions
for discussion and concurrence.
Chapter
9 of the Construction Manual was to be printed in the spring of 1999
which would include the supplemental section, which was to replace the
old Section 9-5.5. This was
delayed for a year. During
that time the RIG met and there was some suggested changes made,
including the makeup of the modules and providing clarification of the
requirements for re-qualification.
All changes to the current text were adopted by the RIG prior to
implementation and publication. top
Contact the Quality Systems Manager
For more information, please contact Washington State’s
Department of Transportation Quality Systems Manager:
Linda Hughes
Washington State Materials Laboratory
PO Box 47365, Olympia
WA, 98504-7365
1655 S. 2nd
Ave., Tumwater WA, 98512
Phone: 360-709-5412
Fax: 360-709-5588
E-mail:
HugheL@wsdot.wa.gov
top
AASHTO Accredited Program
AASHTO Accredited Laboratory
In June 1995, the Federal Register was amended that
required the State Transportation Departments central laboratories to
become AASHTO Accredited. Washington
State became an AASHTO accredited laboratory on July 1, 1996.
Washington State is currently AASHTO Accredited in the following
testing methods. A listing
of other AASHTO Accredited Laboratories in Washington State can be found
on the AASHTO Materials Reference Library
(AMRL) web page.
Asphalt
Cement/Cutback Asphalt:
T44
T48 T49 T50 T51 T53 T78 T201 T202 T228 T240 T295 PP1 TP1 TP5 TP48
Emulsified
Asphalts:
T59 (Residue by Distillation, Residue by Evaporation,
Particle Charge, Saybolt Viscosity, Demulsibility, Sieve Test)
Hot
Mix Asphalt:
T30
T166 T209 T269 T308 T312
Soil:
T87
T88 T89 T90 T99 T100 T176 T208 T216 T236 T265 T296 T297
Aggregate:
T11
T21 T27 T84 T85 T96 T176 T248 T255 T304 - D4791
Portland
Cement Concrete:
T22
T23 (Cylinders) T119 T121 T141 T152 T196 T231 - C31 (Cylinders) C39 C138
C143 C172 C173 C231 C617 C1064
Hydraulic
Cement - Physical Tests:
T106
T107 T129 T131 T137 T153 T154 T162 - C109 C151 C185 C187 C191 C204 C266
C305 C1222
Hydraulic
Cement - Chemical Tests :
T105/C114
Reference (silicon dioxide, aluminum oxide, ferric oxide, calcium oxide,
magnesium oxide, sulfur trioxide, loss on ignition, sodium oxide,
potassium oxide, insoluble residue) C1222
The requirements for the AASHTO Accreditation Program
can be found in AASHTO R-18. Additional
information about the Accreditation Program can be found on the AMRL
website. top
Proficiency Sample
Program
As part of the AASHTO
Accreditation program, proficiency samples are provider to each
participant at intervals of 6 to 12 months.
Each sample has anywhere from 6 to 25 attributes that are
evaluated. Currently our
laboratory receives 20 pairs of samples each year. This
program provides laboratories with a mechanism for checking both the instrument and the operator under actual
testing condition, compares individual test results with the
average of a large body of results so that corrective action may be
taken where wide discrepancies in test results occur, and evaluates the quality of test results, thereby reducing the risk of
dispute due to testing errors. Currently
the WSDOT laboratory is testing soils, aggregates, asphalt binders, asphalt emulsion, hot mix asphalts,
concrete, and cements.
The proficiency samples that the WSDOT Materials
Laboratory tests has become a performance measure.
The laboratory will be working to decrease the number of written
responses that are being required to be sent to AASHTO each year, while
working to achieve 100 percent of the attributes within two standard
deviations of the average. A
written response is required to explain test results that are outside
two standard deviations.
Additional information about the Proficiency
Sample Program can be found on the AMRL website.
top
Quality Systems Manual
As part of the AASHTO Accreditation
Program, the WSDOT central Materials Laboratory has to establish and
maintain a Quality Systems Manual.
The region and field testing Quality Systems Manual is contained
in Section 9-5.5 of the WSDOT Construction Manual
M41-03.
The manual contains the organizational chart showing
each individual section, the operational personnel, and the lines of
authority. It also contains
a biographical sketch and position descriptions, duties, skills,
education and experience, and supervision exercised and received for
each position. The manual also contains the method for training the tester,
the method for evaluating the tester, and the frequency for evaluations.
An inventory of all the laboratory sampling and
testing equipment is maintained in the manual.
The methods and frequency for calibrating/verifying the equipment
are also contained in the manual.
The Quality Systems Manual also contains a sample of
all of the Test Records and Reports that we use, the location of these
records, how we manage all of the testing samples.
The method for reviewing proficiency samples and the required
steps for Corrective Action is defined.
The requirements for Internal Quality Systems Review and
Subcontracting are also defined in the manual.
The Quality Systems Manual can be viewed at the office
of the Washington State’s Department of Transportation Quality Systems
Manager at:
Washington State Materials Laboratory
1655 S. 2nd Ave., Tumwater WA, 98512
360-709-5411, Fax: 360-709-5588
E-mail: HugheL@wsdot.wa.gov
top
Qualified Tester Program
WSDOT personnel
assigned with testing construction materials will be enrolled in the
Construction Tester Qualification Program. There are two programs, the
WSDOT main laboratory in Tumwater, and the regional and field testing
personnel. The
qualification requirements for the WSDOT main laboratory personnel are
contained in the Quality Systems Manual.
The details for the region and field testing personnel contained
in Section 9-5.5 of the WSDOT Construction
Manual M41-03.
This
program establishes uniform testing procedures, insures that testing
staff is qualified in performing the testing procedures, and provides a
regular review. The review process, through inspection by the Region
Independent Assurance Inspector (IAI) evaluates the performance of all
testing staff, recognizes proficient performance, and improves
substandard performance by recommending corrective action. The
qualification program extends the State Materials Laboratory
accreditation principles. This includes the assignment, management, and
review of project level testing using elements of the State Materials
Laboratory accreditation program to accommodate an interface with region
and, project level materials testing operations and the use and
understanding of national standard test procedures such as AASHTO and
ASTM, and other test procedures such as WAQTC and WSDOT.
Qualification
Categories
There are three
qualification categories that a tester can be qualified in.
They can be qualified in one or more of three categories. The
qualification categories are:
a.
Module Qualified Tester: Fully proficient in a testing module,
normally works independently with only general supervision and is
responsible for determining material compliance.
b.
Individual Method Qualified Tester:
Has proficiency in one or more test procedures which may
partially encompass methods in the qualification modules, but also
extends to other infrequent acceptance procedures performed at the
project level, and includes tests performed at the Regional or State
Materials Laboratories.
c.
Interim Qualified Tester: Basically proficient in one or more tests
but, limited to an interim period of in-training work. Works under the
close supervision of a module or individual method qualified tester,
refer to Paragraph 5 below.
Testing
personnel at the Region may be either Module Qualified, Individual
Method Qualified, or Interim Qualified Testers. Per the AASHTO
accreditation, the State Materials
Laboratory personnel are Individual Method Qualified Testers. top
Modules Testing Procedures
Qualification
Modules:
The construction tester qualification modules have been set up in 5
areas of testing that represent most of the acceptance tests performed.
The project acceptance testers will be evaluated for their proficiency
in one or more of the construction tester qualification modules. The
modules and the testing procedure in the module are listed as follows:
Aggregate Module
| AASHTO
T-2 |
WSDOT
FOP for AASHTO for the Sampling of Aggregates |
| AASHTO T-27/T11 |
WAQTC FOP for AASHTO for
the Sieve Analysis of Fine & Coarse
Aggregates & Materials Finer Than 75 mm (No. 200) in Mineral
Aggregates by Washington |
| AASHTO T-176 |
WSDOT FOP for AASHTO for
Determining the Plastic Fines in Graded
Aggregate by Use of the Sand Equivalent Test |
| AASHTO T-248 |
WSDOT FOP for AASHTO for
Reducing Field Samples of Aggregates to
Testing Size |
| AASHTO T-255 |
WSDOT FOP for AASHTO for
Determining
the Total Moisture Content of Aggregate by Drying |
| WAQTC
TM-1 |
Determining
the Percentage of Fracture in Coarse Aggregate |
Asphalt Module
| AASHTO T-168 |
WAQTC FOP for AASHTO for
the Sampling Bituminous Paving Mixtures |
| AASHTO T-209 |
WSDOT FOP for AASHTO for
Determining the Theoretical Maximum
Specific Gravity and Density of Bituminous Paving Mixtures |
| AASHTO T-30 |
WSDOT FOP for AASHTO for
the Mechanical Analysis of Extracted
Aggregate |
| AASHTO T-40 |
WAQTC FOP for AASHTO for
Sampling Bituminous Materials |
| AASHTO T-308 |
WSDOT FOP for AASHTO for
Determining Asphalt Content of Hot Mix
Asphalt(HMA) by the Ignition Method |
| WAQTC
TM-6 |
Moisture
Content of Bituminous Mixes by Oven |
| WSDOT
712 |
Standard
Method of Reducing Bituminous Paving Mixtures |
| WSDOT 716 |
Method of Random Sampling for Location of Testing and Sampling Sites |
Concrete Module
| AASHTO T-23 |
WSDOT FOP for AASHTO for
Making
and Curing Concrete test Specimens in the Field |
| AASHTO T-119 |
WSDOT FOP for AASHTO for
Determining the Slump of Hydraulic Cement
Concrete |
| AASHTO T-152 |
WAQTC FOP for AASHTO for
Determining
the Air Content of Freshly Mixed Concrete by the Pressure Method |
| WAQTC
TM-2 |
Sampling
Freshly Mixed Concrete |
| AASHTO T-309 |
WSDOT FOP for AASHTO for
Determining the Temperature of Freshly
Mixed Portland Cement Concrete |
Embankment and Base Density Module
| AASHTO T-224 |
WSDOT FOP for AASHTO for Correction
for Coarse Particles in the Soil Compaction Test |
| AASHTO T-310 |
WSDOT FOP for AASHTO for
In-Place
Density and Moisture Content of Soil and Soil-Aggregate by Nuclear
Method |
Asphalt Pavement Density Module
| WAQTC TM-8 |
In-Place Density of Bituminous Mixtures Using the Nuclear Moisture Gauge |
| WSDOT 716 |
Method of Random Sampling for Location of Testing and Sampling Sites |
top
Attaining Qualification Requirements
The
methods for attaining qualified tester qualification are as
follows:
Module
Qualified Testers:
To become a Module Qualified Tester the tester shall satisfactorily
complete the required written tests and proficiency evaluations by the
IAI, the Region Construction Trainer, or materials staff under the
direction of the Materials Engineer in a field or region laboratory for
one or more modules in the construction tester qualification program.
Qualification
in a module will require satisfactory completion of a written exam,
followed by hands-on performance of testing procedures. Written
examinations require an overall score of 70 percent, with not less than
60 percent on each method for satisfactory completion. The hands-on
performance examination requires satisfactory completion of each
required test method for all steps of the checklist.
Individual
Method Qualified Testers:
To become a Individual Method Qualified Tester the tester shall
satisfactorily complete the proficiency evaluation by the IAI, the
Region Construction Trainer, or materials staff under the direction of
the Materials Engineer. This can be accomplished in a field or region
laboratory or State Materials Laboratory. Their qualification records
reflect proficiency in the specific individual test methods.
Qualification
in an individual test method requires satisfactory completion of all
checklist steps, in sequential order.
Interim
Qualified Testers:
To become an Interim Qualified Tester, the following conditions have to
be met:
(1)
Individual study of the written test method(s) for a complete module,
(2)
Test demonstration by a proficient tester,
(3)
Allowance for practice or trial tests,
(4)
Successful completion of hands-on performance of the testing procedures
using the checklist, in the presence of a qualified tester that is
qualified in the same test or module containing the test without
coaching, and
(5)
The Interim Qualified Tester works under close supervision by a Module
or Individual Method Qualified Tester who is qualified in the same
tests.
The
conditions as described above, leading to interim qualification, may be
conducted by another
tester currently qualified in the module or test concerned. Based on
evaluation of prior experience by the supervisor, with concurrence of
the region IAI or Region Construction Trainer, a non-qualified tester
may be considered to have the equivalent of conditions 1 through 3
above. An individual will be considered an interim qualified tester when
successful testing performance conforming to the checklists has been
completed in the presence of another qualified tester. top
Equivalent
Programs
Equivalent
programs, i.e., American Concrete Institute (ACI) Certification, may be
accepted for initial qualification where feasible. The State Materials
Engineer will determine acceptance of alternate programs.
The tester will still have to be re-qualified annually. top
Re-qualification Requirements
A
tester will continue to be qualified under the following conditions:
a.
All unsatisfactory evaluations are resolved within 30 days.
b.
For a region or field tester, the tester shall be re-evaluated any
time during the next calendar year (January to December).
For the main Materials Laboratory in Tumwater, the tester shall
be re-evaluated annually, that is within 365 days of the last
evaluation.
c.
For a modular qualified tester, any tester missing two consecutive
yearly annual evaluations, will be required to retake the written test
and achieved a satisfactory performance evaluations.
top
Performance Reviews
The
IAI, the Region Construction Trainer, or materials staff under the
direction of the Materials Engineer reviews performance of all Module
qualified, Individual Method Qualified, and interim qualified testers as
provided under the IA process.
Such
reviews are documented in the form of checklists reflecting the degree
of conformance to the test procedure.
Remarks
may be included to reflect commendable performance, attention to detail,
cooperative attitude, or other performance beyond the expected norm.
Satisfactory reports affirm tester proficiency; attest to proper
operation of the materials acceptance process.
Expected
satisfactory performance is that all steps of the checklist be performed
correctly. However, incidences of single to several errors as isolated,
first-time occurrences, which are acknowledged and corrected by on the
spot, discussion with the evaluator also constitute satisfactory
performance. (Note: Some procedures may have single steps
of such criticality that their omission reflects unsatisfactory
performance.)
Unsatisfactory
performance constitutes repeated occurrences of previous on-the-spot
corrections, incorrect performance of critical steps, or incorrect
performance of over one-third of the checklist task steps. The evaluator
may also assign unsatisfactory performance based on observed
falsification of test reports, violations of safety, hazardous materials
or nuclear materials security standards, or failure to provide proper
care of equipment. top
Infrequent
Testing Requirements
Test
procedures that are not performed on a regular basis shall be considered
infrequently performed test procedures. For those procedures the
Materials Engineer, or his designated representative, will insure that
the following process is employed in carrying out the procedure;
a.
The employee responsible for performing the test will study the test
method, after first determining that the procedure is the applicable
current version.
b.
The necessary test equipment will be assembled and confirmed as to its
suitability and verification if required.
c.
The employee will review how to conduct of the test with the
supervisor and clarify any questions.
d.
The test procedure will be performed in duplicate, using split
portions of the test sample if possible. If not, a blank of other
similar material will be run in duplicate prior to testing.
e.
The results of the duplicate determination will be compared with the
expected precision and bias determinations, if any, from the test
procedure.
f.
Lacking any defined basis of comparison, the results will be reported
as the average of the two determinations with both the individual
values and the average shown on the test report. top
Independent Assurance Program
The
IA Program, through a combination of sampling and observation, is
intended to determine the conformance of sampling and testing to the
defined procedures. The Independent Assurance process is intended to
verify procedures, confirm equipment verification, and, obtain split
samples for aggregate and hot mix asphalt for independent testing. These
samples do not reflect on the specification conformance of the materials
involved. IA evaluation will be on a system basis, focused on
individuals testing activity rather than being project-based on a sample
frequency and materials quantity basis.
top
Qualified Laboratory Program
WSDOT
does not generally qualify outside private laboratories since all
sampling and testing is performed with state forces.
In a few instances, design-built projects, or laboratories that
brake concrete cylinders for us, are the only private laboratories that
we use.
The
main central laboratory in Tumwater is AASHTO accredited.
A region or other subordinate laboratory to be considered
qualified shall meet the following conditions:
(1)
Identify all test methods performed on a regular basis. Methods must
conform to those established by WSDOT for materials acceptance.
(2)
Annually, verify laboratory and field test equipment, using State
Materials Laboratory equipment verification criteria.
(3)
Maintain staff qualification for all methods performed in the
laboratory. Qualification shall be either by Module Qualified Tester or
Individual Method Qualified tester.
(4)
Respond to the findings of the review program by the State Materials
Laboratory staff, modeled on AASHTO Materials Reference Laboratory (AMRL)
inspection program. Such reviews shall be conducted at least biennially.
(5)
With approval of the State Materials Engineer, a non-WSDOT contracting
laboratories having an equipment calibration/verification policy, and a
technician training and evaluation process meeting the requirements of
AASHTO R-18 may be used to conduct acceptance testing. Documentation of
equipment calibration/verification and tester qualification shall be
maintained and available for review by the Contracting Agency upon
request. The Contracting Agency may conduct an on site review of the
laboratory facilities, witness the tester performing the tests, verify
the testing equipment, and review records when deemed necessary.
Laboratory Reviews
Representatives
of the main materials laboratory in Tumwater will conduct a biennial
review of the region laboratories.
The objective of this review is to insure that the major
portion of our quality control and testing program is being conducted
consistent with written procedures and that test results are totally
defensible.
A
non-WSDOT laboratories contracting with WSDOT, or used for acceptance
testing by a contractor is required to have an equipment
calibration/verification policy, and a technician training and
evaluation process meeting the requirements of AASHTO R-18.
Documentation of equipment calibration/verification and tester
qualification shall be maintained and available for review by the
Contracting Agency upon request. The Contracting Agency may conduct an
on site review of the laboratory facilities, witness the tester
performing the tests, verify the testing equipment, and review records
when deemed necessary.
The
laboratory review will include an in-depth review of the qualifications
records of the laboratory technicians and the equipment verification
records for conformance with the Quality Systems Manual.
In addition to the technicians qualification and equipment
verification records the review team will look at the overall laboratory
operations such as availability of reference manuals, test records, etc. The review will require testing
personnel to perform the tests as per the proper test method as
stated in the Materials Manual, and will also verify the equipment being
used. As a general rule the
tests that will be demonstrated will be those methods normally performed
for acceptance testing.
The review
will use checklists for the test methods developed by AASHTO, AMRL, CCRL,
WSDOT or WAQTC. top
Equipment Calibration/Verification Procedures
All equipment
that is used for sampling and testing in both the regions and the main
materials laboratory in Tumwater shall be verified
and / or calibrated using established calibration verification
procedures.
A set of verification procedures has been developed
reflecting the in-house practices, adopted, based on the referenced
standards. The Verification
Procedures can be viewed at the office of the Washington State’s
Department of Transportation Quality Systems Manager at:
Washington State Materials Laboratory
1655 S. 2nd Ave., Tumwater WA, 98512
360-709-5411, Fax: 360-709-5588
E-mail HugheL@wsdot.wa.gov
Commercial
certification services are utilized for a portion of the Materials
Laboratory Equipment. Generally
all electronic scales and balances and, generically, all testing
machines and their accessories such as load and displacement cells and
extensiometers, are done in this manner.
The procedures for selection are established by departmental
accounting policies and guidelines, usually requiring submission of
proposals for services. Such
calibration and verification records as result from these contracts are
referenced to the equipment numbers of the items involved. top
Equipment Calibration/Verification Intervals
The equipment
used in the main materials laboratory in Tumwater shall be
calibrated/verified at the frequency required by AASHTO R-18.
The equipment
used in the region or field, shall be calibrated/verified annually and
shall bear a tag indicating when the calibration or verification will
expire.
Any equipment found out of calibration will not be
used in testing until it has been repaired and in calibration.
Any defective equipment, which cannot be repaired, will be
removed from the Lab and not used. top
Calibrated/Verified
Equipment
All
equipment that is used for sampling and testing in main materials
laboratory in Tumwater shall be verified
and / or calibrated at the frequency required by AASHTO R-18.
The
equipment used in the Region Laboratory and in the Field Laboratory for
acceptance testing is required to be verified and / or calibrated
annually, and shall bear a tag indicating when the calibration or
verification will expire. It is the responsibility of the testing
personnel (i.e., Module Qualified Testers, Method Qualified Testers, or
Interim Qualified Testers and Independent Assurance Inspectors or
laboratory foreman) to check all equipment for serviceability and
conformance to the requirements of the test procedure. No equipment with
an expired calibration or verification shall be used for testing.
The following is a list of the region and field equipment:
Aggregate
Testing
Drying
Ovens (AASHTO T-255, 265)
General Purpose Balances, Scales and Weights (AASHTO M-231)
Mechanical Sieve Shaker (AASHTO T-27)
Sand Equivalent Shaker (AASHTO T-176)
Sand Equivalent Weighted Foot Assembly (AASHTO T-176)
Sand Equivalent Irrigation Tube (AASHTO T-176)
Sieves (AASHTO M-92)
Thermometers
Timing Devices (AASHTO T-176)
Fine Aggregate Apparatus (AASHTO T-304)
Flat and Elongated Particle Shape Apparatus (ASTM D-4791)
Asphalt
Testing
Drying
Ovens (AASHTO T-255, 265, and WAQTC TM-6)
General Purpose Balances, Scales and Weights (AASHTO M-231)
Ignition Furnace (AASHTO T-308)
Mechanical Sieve Shaker (AASHTO T-30)
Sieves (AASHTO M-92)
Thermometer - ASTM 17C or 17F (AASHTO T-209)
Thermometer – drying temperature
Timing Devices
Vacuum System (AASHTO T-209)
Water Bath - if used (AASHTO T-209)
Pycnometer (AASHTO T-209)
Gyratory Compactor (AASHTO T-312)
Weighting Bath (AASHTO T-166)
Concrete
Testing
Concrete
Air Meters - Pressure gauge (AASHTO T-152)
Concrete Air Meters - Volumetric gauge (AASHTO T-152)
Cube Molds and Tamper (AASHTO T106 and WSDOT T-813) (no tag on tamper
required)
General Purpose Balances, Scales and Weights (AASHTO M-231)
Rebound Hammer Type N (ASTM C-805)
Single Use Molds (AASHTO M-205) (no tag required)
Slump Cone and Rod (AASHTO T-119) (no tag on rod required)
Thermometer (AASHTO T-309)
Compression Testing Devise and associated equipment (AASHTO T-22, WSDOT
T-802)
Beam Molds (WSDOT T-808)
Embankment
and Base Density Testing
Drying
Ovens (AASHTO T-255, 265)
General Purpose Balances, Scales and Weights (AASHTO M-231)
Manual Hammer (AASHTO T-99)
Mechanical Sieve Shaker (AASHTO T-27)
Maximum Density Devise (WSDOT T-606)
Nuclear Density Gauge (AASHTO T-310)
Sieves (AASHTO M-92)
Speedy Moisture Meter (AASHTO T-217)
Soil Mold (AASHTO T-99 and WSDOT T-606)
Straight Edge (AASHTO T-99)
Asphalt
Pavement Density Testing
Nuclear
Density Gauge (WAQTC TM-8)
Thermometer
top
Materials Manual
The 2002 edition of the Materials Manual
has been significantly revised. It continues to use AASHTO, ASTM, WAQTC,
and WSDOT test methods. The department is moving towards increasing use
of AASHTO tests whenever possible.
The manual
has retained its dual unit format. However, In most cases, the English
units predominate with metric units in parenthesis. WSDOT has returned
to using English units, but some contracts that are in the process are
still in metric units.
This manual
reflects the Quality System concerns of a Total Quality organization. It
also considers the impact and consequences of the AASHTO Accreditation
Program and its requirement on the Organization. The format of this
manual adopted in 2000 has been well received. The manual continues to
be organized in numerical test order similar to the AASHTO manuals. It
also features two contents and an index.
The manual
reflects a continuing policy of adopting “Consensus” standards
wherever practical. Adoption of these, in the form of AASHTO, ASTM,
WAQTC, or other nationally recognized standards eliminates much of the
previous text, which merely recopied the national documents. By adopting
these standards, we provide a common standard that can be used by
neighboring states and other laboratories or organizations. Contractors,
who work in more than one state, also benefit by having to conform with
fewer unique tests.
The concept
of “Field Operating Procedures” (FOP) is continued to support the
work of Materials Testers at the Field or Project level. Full procedures
are provided when WSDOT Test Methods apply, or we have adopted the full
AASHTO procedure. Other cases, when a consensus standard (AASHTO, ASTM,
or WAQTC) has been adopted, the FOP provides the essential performance
elements for the field technician.
The WSDOT
Materials Laboratory is responsible for establishing and managing all
test procedures. For technical information or suggested changes to test
methods or procedures, contact the
WSDOT
Materials Laboratory Quality Systems Manager
Mail: PO Box 47365, Olympia, WA 98504-7365
Shipping: 1255 South Second Avenue, Tumwater, WA 98512.
(360) 709-5411; fax (360) 709-5588.
Strategic Direction
One
of the Strategic Direction for the materials laboratory is to move
towards using AASHTO and
ASTM wherever we can. This is a two part goal:
(1)
to use AASHTO, ASTM, or other national testing procedure; and
(2)
to work to change or add tests within AASHTO and ASTM to meet our
needs. top
Construction Manual
The
Construction
Manual is provided for our
construction engineering personnel as a convenient guide to the
objectives, procedures, and methods for construction administration of
Washington State transportation projects.
This manual contains two kinds of instructions depending on the
subject matter and the nature of the work.
In one case, where the activity is the inspection of contract
work that is critical from a structural or operational viewpoint, the
instructions prescribe detailed methods and procedures designed to
assure the objective of a safe and adequate finished product.
In other cases, typically in the areas of documentation and
payment, the instructions are limited to describing the necessary
objectives of the work without specifying the methods or procedures.
The Construction Manual is intended as a reference book
that is consistent with the language and intent of the Standard
Specifications In order to use this reference effectively, it is
essential that the user has a thorough understanding of the contract,
contract plans, contract provisions, and the Standard Specifications,
as well as this manual.
Where
specific methods and procedures are not included, the intent of the
manual is to provide the project staff with a statement of the outcomes
required and to allow the Region Construction Management and the Project
Engineer to devise procedures accordingly.
Future work will develop a companion resource of good practices
and recommended procedures for the consideration of these managers.
The manual provides basic guidance for identifying policies or
laws that affect the construction administration work, however, the
manual generally does not interpret these policies or laws.
Compliance with policies, laws, and regulations is the duty of
the Project Engineer, who may call on others, especially those
authorized to enforce laws and regulations, at any time for
assistance. In order
to respond to the many situations that may arise on different contracts
with different types of work, the
guidance provided by this manual is general in character and is not to
be construed as replacing, modifying, or superseding any of the
provisions of the contract, contract plans, contract provisions, or Standard
Specifications.
The
tone of this manual is noticeably different from previous editions in
that it affirms the philosophy of decision making at the appropriate
levels. With that
decision-making authority comes responsibility to make good
decisions.
Comments
about the manual are always welcome and will be considered in future
updates. top
WSDOT Publications Library
All of the
manuals that WSDOT uses can be purchased at the Directional Documents and
Engineering Publications office at (360) 705-7430 or viewed on-line
using the Technical
Manual Library. top
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