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HM Pacific Northwest Inc. 5/18/2023
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HM Pacific Northwest Inc. 5/18/2023
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Last modified
5/19/2023 10:08:21 AM
Creation date
5/19/2023 10:00:26 AM
Metadata
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Contracts
Contractor's Name
HM Pacific Northwest Inc.
Approval Date
5/18/2023
Council Approval Date
4/26/2023
Department
Public Works
Department Project Manager
Gina Loring
Subject / Project Title
2023 Federal Overlay
Public Works WO Number
PW3788
Tracking Number
0003683
Total Compensation
$1,553,777.40
Contract Type
Capital Contract
Contract Subtype
Capital Construction Contracts and Change Orders
Retention Period
10 Years Then Transfer to State Archivist
Imported from EPIC
No
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I <br /> 1 <br /> I2 5-04.3(9)C1 Mixture Nonstatistical Evaluation — Lots and Sublots <br /> 3 A lot is represented by randomly selected samples of the same mix design that will be <br /> 4 tested for acceptance. A lot is defined as the total quantity of material or work produced <br /> I5 for each Job Mix Formula placed. Only one lot per JMF is expected. A sublot shall be <br /> 6 equal to one day's production or 800 tons, whichever is less except that the final sublot <br /> 7 will be a minimum of 400 tons and may be increased to 1200 tons. <br /> I8 <br /> 9 All of the test results obtained from the acceptance samples from a given lot shall be <br /> 10 evaluated collectively. If the Contractor requests a change to the JMF that is approved, <br /> I 11 the material produced after the change will be evaluated on the basis of the new JMF for <br /> 12 the remaining sublots in the current lot and for acceptance of subsequent lots. For a lot <br /> 13 in progress with a CPF less than 0.75, a new lot will begin at the Contractor's request <br /> I 14 after the Engineer is satisfied that material conforming to the Specifications can be <br /> 15 produced. <br /> 16 <br /> I17 Sampling and testing for evaluation shall be performed on the frequency of one sample <br /> 18 per sublot. <br /> 19 <br /> I20 5-04.3(9)C2 Mixture Nonstatistical Evaluation Sampling <br /> 21 Samples for acceptance testing shall be obtained by the Contractor when ordered by the <br /> I 22 Engineer. The Contractor shall sample the HMA mixture in the presence of the Engineer <br /> 23 and in accordance with AASHTO T 168. A minimum of three samples should be taken <br /> 24 for each class of HMA placed on a project. If used in a structural application, at least one <br /> I 25 of the three samples shall to be tested. <br /> 26 <br /> 27 Sampling and testing HMA in a Structural application where quantities are less than 400 <br /> I 28 tons is at the discretion of the Engineer. <br /> 29 <br /> 30 For HMA used in a structural application and with a total project quantity less than 800 <br /> I <br /> 31 tons but more than 400 tons, a minimum of one acceptance test shall be performed. In <br /> 32 all cases, a minimum of 3 samples will be obtained at the point of acceptance, a <br /> 33 minimum of one of the three samples will be tested for conformance to the JMF: <br /> I <br /> 34 <br /> 35 • If the test results are found to be within specification requirements, additional <br /> 36 testing will be at the Engineer's discretion. <br /> 37 • If test results are found not to be within specification requirements, additional <br /> 38 testing of the remaining samples to determine a Composite Pay Factor (CPF) shall <br /> 39 be performed. <br /> I40 <br /> 41 5-04.3(9)C3 Mixture Nonstatistical Evaluation —Acceptance Testing <br /> I <br /> 42 43 Testing of HMA for compliance of Va will at the option of the Contracting Agency. If <br /> tested, compliance of Va will use WSDOT SOP 731. <br /> 44 <br /> I <br /> 45 Testing for compliance of asphalt binder content will be by WSDOT FOP for AASHTO T <br /> 46 308. <br /> I <br /> 2023 FEDERAL OVERLAY <br /> FEDERAL AIM STBGUL-2715(011) <br /> IWO#f3788 March 2,2023 SP-83 <br />
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