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TABLE OF CONTENTS KM 64-442-09 METHOD FOR CORING AND DETERMINING PERCENT OF SOLID DENSITY OF IN-PLACE, COMPACTED, ASPHALT MIXTURE COURSES KM 64-443-09 METHOD FOR VERIFYING A CONTRACTOR’S LABORATORY MIX DESIGN KM 64-444-06 PERFORMANCE-GRADED (PG) ASPHALT BINDER APPROVED SUPPLIER CERTIFICATION (ASC) PROGRAM KM 64-445-05 EMULSIFIED ASPHALT SUPPLIER CERTIFICATION (EASC) PROGRAM KM 64-446-08 CHEMICAL INTERACTION TESTS FOR TRAFFIC LOOP ENCAPSULANT KM 64-447-08 CURE TEST FOR TRAFFIC LOOP ENCAPSULANT KM 64-448-09 EVALUATION OF ASPHALT PAVEMENT WITH SUBSTANDARD PROPERTIES KM 64-449-05 DETERMINING THE PERMEABILITY OF IN-PLACE HOT-MIX ASPHALT (HMA) USING THE AIR-INDUCED PERMEAMETER (AIP) GEOTECHNICAL KM 64-501-08 DETERMINING THE CALIFORNIA BEARING RATIO OF LABORATORY COMPACTED SOILS AND SOIL - AGGREGATE MIXTURES KM 64-502-08 CONSOLIDATED, UNDRAINED TRIAXIAL COMPRESSION TEST ON COHESIVE SOILS KM 64-503-08 MEASUREMENT OF PORE PRESSURE IN SOILS KM 64-511-08 MOISTURE - DENSITY RELATIONS (PROCTOR DENSITY) KM 64-512-08 ONE POINT PROCTOR METHOD KM 64-513-08 DETERMINATION OF SLAKE DURABILITY INDEX KM 64-514-08 JAR SLAKE TEST KM 64-519-08 PARTICLE SIZE ANALYSIS OF SOILS (HYDROMETER TEST) KM 64-520-08 SUBGRADE CHEMICAL STABILIZATION TEST KM 64-521-08 UNCONSOLIDATED, UNDRAINED COMPRESSIVE STRENGTH OF COHESIVE SOILS IN TRIAXIAL COMPRESSION KM 64-522-08 UNCONFINED COMPRESSION TEST ON SOIL KM 64-523-08 UNCONFINED COMPRESSION TEST ON ROCK <strong>Kentucky</strong> Methods, December, 2012 5
TABLE OF CONTENTS AGGREGATES KM 64-604-08 DETERMINATION OF THE PERCENTAGE OF SHALE IN AGGREGATE KM 64-605-08 SPECIFIC GRAVITY AND ABSORPTION OF FINE AGGREGATE KM 64-606-08 PERCENTAGE OF MATERIAL FINER THAN A NO. 200 SIEVE BY USE OF A PYCNOMETER (WASH TEST) KM 64-608-08 AGGREGATE PRODUCER QUALITY CONTROL KM 64-610-08 SOUNDNESS OF AGGREGATE BY USE OF SODIUM SULFATE KM 64-615-08 DETERMINATION OF COAL AND LIGNITE IN AGGREGATES KM 64-618-08 METALLIC IRON CONTENT IN SLAG KM 64-620-08 WET SIEVE ANALYSIS OF FINE AND COARSE AGGREGATE KM 64-623-08 PORE INDEX VALUE OF AGGREGATE KM 64-626-08 RESISTANCE OF CONCRETE TO FREEZE-THAW TESTING KM 64-627-08 PROCEDURE FOR VERIFYING OVEN TEMPERATURE KM 64-628-08 PROCEDURE FOR VERIFYING MEASURED SIEVES KM 64-629-08 LENGTH CHANGE OF HARDENED CONCRETE DUE TO ALKALI- CARBONATE REACTIVITY <strong>Kentucky</strong> Methods, December, 2012 6
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 12 and 13: Kentucky Method 64-001-08 Revised 0
Page 14 and 15: test procedures and equipment shall
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
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2.2. Qualification in the 4F positi
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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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