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test procedures and equipment shall be performed immediately to determine the source of the discrepancy. Corrective actions must be identified, and incorporated as appropriate, prior to the individual performing additional testing on that test method. 6. DISQUALIFICATION PROCEDURES: A qualified individual can be disqualified for any of the following reasons: 6.1. Failure to pass requalification requirements and/or provide payment of fees, initial or requalification. 6.2. Found to be guilty of falsifying test results, records, and/or reports or any willful departure from approved policy/procedure. Allegations of falsification or willful departure will be made to the QPSC in writing. The allegations will contain the name, address, and signature of the individual(s) making the allegation. The allegations will be investigated by the QPSC. The accused and the individual(s) making the allegation will be given the opportunity to appear before the QPSC. All involved parties will be notified in writing o f the findings by the QPSC. Any warranted actions will be imposed according to the guidance contained herein. Decisions regarding allegations may be appealed in writing to the QPSC which will consider such written appeals and take such action considered appropriate. 6.2.1. First offense would result in a 12-month revocation of qualification status in all qualification types. Prior to reinstatement, the individual shall again successfully complete qualification classes. 6.2.2. Second offense would result in a permanent loss of qualification status in all qualification types. KM 64-001-08 3
APPROVED 6.3. Found to be guilty of improperly performing tests, failing to perform tests, or being incapable of performing tests and documented by a qualified technicia n. The documentation (“Report of Violation” form, copy attached) must include the date(s), time(s), location(s), occurrence(s) of non-conformance, and signature of the qualified technician reporting the incident. 6.3.1. First offense would result in a letter of reprimand from the QPSC. 6.3.2. Second offense would result in a 30-day revocation of qualification status. 6.3.3. Third offense would result in a revocation of qualification status. The individual may obtain qualification again after a six-month period and successfully completing the appropriate qualification class(es). DIRECTOR DIVISION OF MATERIALS DATE 04/02/08 <strong>Kentucky</strong> Method 64-001-08 Revised 04/02/08 Supersedes 64-001-05 Dated 01/28/05 KM 64-001-08 4 km00108.doc
Page 1 and 2: COMMONWEALTH OF KENTUCKY TRANSPORTA
Page 3: KENTUCKY METHODS GUIDANCE MANUAL ht
Page 6 and 7: TABLE OF CONTENTS KENTUCKY METHODS
Page 8 and 9: TABLE OF CONTENTS CONCRETE & CEMENT
Page 10 and 11: TABLE OF CONTENTS KM 64-442-09 METH
Page 12 and 13: Kentucky Method 64-001-08 Revised 0
Page 16 and 17: KENTUCKY QUALIFICATION PROGRAM FOR
Page 18 and 19: 3.2.3. Model 3440: Place the gauge
Page 20 and 21: and down on the handle without depr
Page 22 and 23: 6.3. Utilize the drill rod puller f
Page 24 and 25: Kentucky Method 64-003-10 Dated 03/
Page 26 and 27: 4.4.2 Phase II- The product is unde
Page 28 and 29: 4.4.10 Phase X- Product has been ap
Page 30 and 31: that is; nominal weight, yield and
Page 32 and 33: (specifically section 811.10) and s
Page 34 and 35: 6. TESTING OF JOBSITE CHECK SAMPLES
Page 36 and 37: QUALITY CONTROL REPORT ____________
Page 38 and 39: KM 64-101-08 10
Page 40 and 41: 4.2. Frequency: Thickness determina
Page 44 and 45: KM 64-103-05 3
Page 48 and 49: k = 4L ⎛ ⎞ ⎜ ⎟ ⎝ t ⎠ ho
Page 52 and 53: 5.5.1. Division inspectors submit c
Page 54 and 55: 9.1.3. The cost of preparing and te
Page 58 and 59: KENTUCKY TRANSPORTATION CABINET TC
Page 60 and 61: 2.2. Qualification in the 4F positi
Page 62 and 63: 6.1. Fillet Welds: In making tests
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KM 64-110-05 6
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Kentucky Method 64-112-05 Revised 1
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2.2.2. EXAMPLE NO. 2 In this exampl
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TABLE 1 RANDOM NUMBERS .600 .504 .2
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TABLE 2 RANDOM NUMBERS .605 .973 .3
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advance of inspection. Notify the E
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APPROVED District: County: Route: S
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safeguards against loading non-spec
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9.2.3.1. Remove all barbs and protr
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9.4.1.1. A lot is defined as a ship
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produced for the KYTC. 12.2. The KY
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REINFORCED CONCRETE PIPE PRODUCER
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THERMOPLASTIC (HDPE/PVC) PIPE PRODU
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4.4. Taking additional readings: At
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epresent a day’s striping if the
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etroreflectivity values established
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calibration measurements in the ret
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4.4. Apply a tensile load as indica
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4. CALCULATIONS: 35.453 x ml x N Ag
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N2 = Normality of NaOH W1 = Sample
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thoroughly. Pipette a 25 ml. Aliquo
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3. PROCEDURE: 3.1. Prepare moisture
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APPROVED 6.1.4. % MgCO3: for all ex
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let set overnight. Bring the sample
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7. REPORT: APPROVED 7.1. % Total So
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3.12. Sodium Thiocyanate Solution,
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3.3.2.2. Calculations: Borings: mL
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3.6. Report: with sulfuric acid. 3.
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Add NaOH slowly while holding neck
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layer in first funnel. To water lay
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4.4.1.10. Distilled water 4.4.1.11.
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the nitrate and water mixture to th
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7. REPORT: APPROVED 7.1. Soil Ph 7.
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4. CALCULATION: 3.4.2. Weigh 0.6g t
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* NOTE: Program 9 includes the fo l
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3.7. Don solvent resistant gloves a
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used to separate phases of work. 4.
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9.6. Location of any areas requirin
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2.17 Sodium carbonate, reagent grad
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6.18 Calculate the relative percent
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Kentucky Method 64-262-08 Dated 03/
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7.1 Calculation for Base Number: 8.
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3. PREPARATION OF STANDARD SOLUTION
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a few titrations, you will know abo
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mixture of chloroform and chloroben
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4.10 Allow the sieves to drain, pla
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Performance Test Performance Parame
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Thermal Cycling Primer to Substrate
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Interval Cert. Weight (CW) Previous
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4.2 The Department reserves the rig
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CALIBRATION OF THE "WATTS AIR METER
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layer. 4.3.4. Take special care in
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utilized, a saturated lime solution
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4.4. Calculations: particles start
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APPROVED W = weight of original sam
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APPROVED DIRECTOR DIVISION OF MATER
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5.1.2. Ramps and ramp stubs will be
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4. FREQUENCIES: 3.5.1. Procedure: T
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KM 64-311-08 5
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3.6. Be certain that all "fingers"
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on the ground. 5.6. Position the co
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consecutive trials discharge 29.5 l
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APPROVED 10.7. If the yield is such
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6. EVALUATION OF PACHOMETER READING
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EXAMPLE Total Slab Volume =( 200’
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3) the Project Engineer should revi
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accordance with Section 105.04 of t
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KM 64-314-08 6 CYL NO. 1 2 3 4 5 6
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Cylinder Cylinder No. PSI No. PSI 1
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inch inclusive shall be subject to
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APPROVED 4.3.3. Sampling from Weigh
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demonstration for each qualifying p
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number corresponding to the desired
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7. QUALIFICATION FOR PARTICIPATION
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11. DIVISION QA PROCEDURES - 11.1 Q
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3.2. Fly ash from the proposed sour
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I. DISTRIBUTOR NAME: Kentucky Trans
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6. REPORT: 6.1. Record all values t
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4. SAMPLING VALVES: 4.1. Storage an
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ATTACHMENT TABLE 1 QUANTITIES FOR V
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(TEMPERATURES ARE IN o FACTORS FOR
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the materials safety data sheet (MS
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If using an ultrasonic cleaner, det
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“water washes.” 8.6. When biode
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With Filtering Aid Weight of insert
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from each bin or belt sample until
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4.5. Subject each specimen to three
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3. LABORATORY EQUIPMENT: mix design
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susceptibility (ASTM D 4867) specim
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4.2. Asphalt Binder: JMF. According
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PG 64-22 265 245 PG 76-22 290 275 5
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DIRECTOR DIVISION OF MATERIALS DATE
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5. CALCULATIONS: Calculate the loss
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5. REPORT: Ensure that the asphalt
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ft.), edge to edge (i ncluding truc
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4.2.1. Excess thickness: When a cor
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KM 64-421-05 2
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copies of all worksheets and data s
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turning movements, cross-over, or e
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3.10. Submitting samples: different
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4.4. Adjustment period (“minor ch
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PG binder. The Division or DME may
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RANDOM NUMBER GENERATOR Design Prop
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Kentucky Transportation Cabinet, De
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KENTUCKY DEPARTMENT OF HIGHWAYS Jan
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Percent Passing #123, Shelby County
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Subsection 3.1 of this method, calc
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4.1.8. Calculate the surface consta
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hammer to maintain contact between
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desirable after the 60-minute perio
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KM 64-424-08 February 2008 Kentucky
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KM 64-424-08 February 2008 3. VIBRA
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Obtain the test portion as describe
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KM 64-434 Determination of Moisture
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4.2. In addit ion to the acceptance
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Project Line Item Represented Item
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Sample ID#: 05212CDC120002 Inspecto
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Sample ID: 05212CDC120002 Inspector
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% PG Binder % Va 8 7 6 5 4 3 2 1 8.
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percentage of RAP in the mixture re
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The following table shows the combi
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P nb Pb = the estimated, total asph
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the coarse virgin aggregates in the
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4500( 5. 0) = 4500−4578+ 159 g. 1
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the entire mixture. Further utilize
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3. SAMPLE: 3.1. Ensure the sample c
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5.2.2.2. Calculate the percent pass
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4.4. Dry the sample to a constant m
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3. SAMPLING: and spoons needed to p
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specimens for a single test result.
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7.3. Report the Gmm values to the n
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the recordation system. Produce sam
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ecordation system, ensure the test
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APPROVED W4 = Total tons per hour o
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3. OPERATIONAL NOTES: 3.1. Since a
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drop three more times. For the thir
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NOTE 5: When using the equipment ei
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4. EXAMPLE: APPROVED 4.1. For examp
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4.9. The Engineer will test the ret
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KM 64-435, Method for Acceptance of
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3.2.2.1.1. The evaluating authority
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those values from the contractor’
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4. MIXTURE VERIFICATION: 4.1. The p
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Kentucky Method 64-444-06 Dated 5/1
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2.3.6. The Department will not requ
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3. DOCUMENTATION: 3.1 Quality contr
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QUALITY-CONTROL TESTS FOR EMULSIFIE
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5. REPORT: Results of these tests w
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DIRECTOR DIVISION OF MATERIALS DATE
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acceptance tests. Depending on the
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determination, it is equally import
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questionable properties placed at,
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mixtures wit h marginally substanda
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APPROVED less desirable than the or
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3.1.3 Ensure all seams and orifices
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Figure 1. AIP. KM 449-05 4
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2.9. Miscellaneous: Miscellaneous t
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APPROVED percentage of the followin
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(4) The CBR test specimen design is
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TABLE 1 - CBR CALCULATIONS FROM FIG
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10.4. May be omitted. 10.6 to 10.7.
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3.3. Ottawa sand or a thoroughly wa
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elevation of the water in the tubes
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APPROVED 6.2.2. Crimping of the ris
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particles. Weigh the mold inclusive
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3.7. Extrude the sample from the mo
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KM 64-512-08 4
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and 6%) and 3 for cement (0,4, and
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APPROVED 11.1.8: Replace "and the v
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APPROVED 11.1.9 to 11.1.12 These se
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4. PROCEDURE: NOMINAL MAXIMUM MINIM
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surface moisture is still visible.
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PICTURE 1 PICTURE 2 KM 64-605-08 5
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NOMINAL MAXIMUM SIZE MINIMUM MASS O
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5.1. The percentage of minus No. 20
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3.4 Keep all aggregate test reports
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2.9.1. Continuous Temperature Recor
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4.4. After drying, cool the sample
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6. REPORT: APPROVED 6.1. Report the
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Size Designation TABLE 4 SIEVE FRAC
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3. SAMPLE: NOTE 2: Heat is generate
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6. REPORT: APPROVED 6.1. Report res
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4.3. Remix the remaining test porti
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2.11. Drying Pans 2.12. Mechanical
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7. REPORT - APPROVED 7.1. Report re
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APPROVED 7.8. Reports shall contain
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Kentucky Transportation Cabinet, Di
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5. REPORT: See attached Equipment V
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Kentucky Method 64-629 Dated 03/13/
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4. PROCEDURE 4.1 Specimen lengths s
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Type 1 Cement Concrete Sand Coarse
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