introduction - Kentucky Transportation Cabinet

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4.4.10 Phase X- Product has been approved and special notes or specifications exist. 4.4.11 Phase XI- Reserved 4.4.12 Phase XII- Reserved 5. IMMEDIATE NEED: 4.4.13 Phase XIII A-G Product not approved for use in Kentucky highway or bridge construction. If a product is in immediate need, the contractor and/or the KYTC office responsible for installation or use should notify the KyPEL administrator of the need. The request can be submitted by email, fax, or letter. The KyPEL administrator will notify the members of the committee of the urgent need. The product can be approved for a conditional Phase IV if two or more voting committee members agree that the product is needed immediately. The committee will review the product within six months of installation to determine if the product should remain in Phase IV. The product cannot be approved for phases V, VI, X, or XIII until it has been reviewed and approved by the full committee. If the product is not used within three months of the request then the NPRC will decide if the product should remain in Phase IV or be placed into another phase. APPROVED EXECUTIVE DIRECTOR OFFICE OF PROJECT DELIVERY & PRESERVATION DATE 03/18/10 Kentucky Method 64-003-10 Dated 03/18/10 KM 64-003-10 5 KM00310.DOC
Kentucky Method 64-101-08 Revised 05/19/08 Supersedes 64-101-06 Dated 05/04/06 1. SCOPE: TESTING AND ACCEPTANCE OF STEEL REINFORCING BARS (UNCOATED AND COATED) 1.1. The Kentucky Transportation Cabinet’s (KYTC) acceptance procedure for plain (uncoated) steel reinforcing bars requires certification of test results for all heats , then appropriate project sampling, followed by testing. Certified test results may only originate from manufacturers included on the Division of Material’s (Division) current List of Approved Materials (LAM). The KYTC's acceptance procedures for epoxy coated steel reinforcing bars requires certification of all bars prior to coating. The epoxy coating shall be applied only by epoxy coaters included on the LAM. 1.2 Whoever supplies reinforcing steel to a KYTC project, whether the manufacturer, coater, or fabricator, must provide proper documentation. This shall consist of at a minimum 1) TC 64-122 for each shipment, 2) certified mill test reports for each heat, 3) certifications from the steel and powder manufacturers and from the coater. Certifications shall include a statement of compliance with the applicable specifications and shall be dated and signed by a responsible party. 2. MANUFACTURER'S RESPONSIBILITIES: 2.1. Gaining LAM Status: Reinforcing steel manufacturers desiring to be included on the LAM shall abide by all requirements listed herein. The manufacturer shall submit a Quality Control Program to the Division. For a Quality Control Program to be acceptable it must meet the following criteria: 2.1.1. Testing equipment shall be tested and calibrated by an approved independent company at least annually and a copy of the certification submitted to the Division. 2.1.2. A Quality Control Inspector shall perform all tests and inspections as required in section 2.3. 2.1.3. Identity of heats shall be maintained from melting pot to delivery to fabricator, coater and ultimately the jobsite. 2.1.4. Records of test results shall be available for inspection for five years. 2.1.5. A certified mill test shall be furnished with each shipment of steel. The certified mill test shall contain the results of all applicable ASTM tests on a per heat basis: KM 64-101-08 1
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 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 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
Page 64 and 65: KM 64-110-05 6
Page 70 and 71: 2.2.2. EXAMPLE NO. 2 In this exampl
Page 72 and 73: TABLE 1 RANDOM NUMBERS .600 .504 .2
Page 74 and 75: TABLE 2 RANDOM NUMBERS .605 .973 .3
Page 76 and 77: 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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Kentucky Method 64-209-08 Revised 0
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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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