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Trinity Contractors, Inc 3/1/2017
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Trinity Contractors, Inc 3/1/2017
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Entry Properties
Last modified
6/11/2018 10:38:25 AM
Creation date
3/10/2017 2:24:32 PM
Metadata
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Template:
Contracts
Contractor's Name
Trininty Contractors, Inc
Approval Date
3/1/2017
Council Approval Date
2/1/2017
Department
Public Works
Department Project Manager
Ryan Sass
Subject / Project Title
Citywide Intersection Signing Project
Public Works WO Number
PW3628
Tracking Number
0000497
Total Compensation
$653,910.20
Contract Type
Capital Contract
Retention Period
10 Years Then Transfer to State Archivist
Document Relationships
Trinity Contractors Inc 4/3/2017 Change Order 1
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
Trinity Contractors Inc. 5/4/2018 Change Order 2
(Contract)
Path:
\Documents\City Clerk\Contracts\Capital Contract
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Sand Equivalent Evaluation in Evaluation in I <br /> Uncompacted Void accordance with the accordance with <br /> Content requirements of the requirements of I <br /> Section 3-04 Section 3-04 <br /> 'Failure to meet the specifications for Hamburg and/or IDT will <br /> cause the mixture in the test section to be rejected. Refer to <br /> Section 5-04.3(11). <br /> 1 <br /> 2 5-04.3(9)B Mixture Acceptance— Statistical Evaluation <br /> 3 5-04.3(9)B1 Mixture Statistical Evaluation — Lots and Sublots <br /> 4 HMA mixture which is accepted by Statistical Evaluation will be <br /> 5 evaluated by the Contracting Agency dividing that HMA tonnage into <br /> 6 mixture lots, and each mixture lot will be evaluated using stratified <br /> 7 random sampling by the Contracting Agency sub-dividing each <br /> 8 mixture lot into mixture sublots. All mixture in a mixture lot shall be of <br /> 9 the same mix design. The mixture sublots will be numbered in the <br /> 10 order in which the mixture (of a particular mix design) is paved. <br /> 11 <br /> 12 Each mixture lot comprises a maximum of 15 mixture sublots, except: I <br /> 13 <br /> 14 • The final mixture lot of each mix design on the Contract will <br /> 15 comprise a maximum of 25 sublots. <br /> 16 • A mixture lot for a test section will consist of three sublots. <br /> 17 <br /> 18 Each mixture sublot shall be approximately uniform in size with the <br /> 19 maximum mixture sublot size as specified in Table 10. The quantity of <br /> 20 material represented by the final mixture sublot of the project, for <br /> 21 each mix design on the project, may be increased to a maximum of <br /> 22 two times the mixture sublot quantity calculated. Should a lot <br /> 23 accepted by statistical evaluation contain fewer than three.sublots, <br /> 24 the HMA will be accepted in accordance with nonstatistical <br /> 25 evaluation. <br /> 26 <br /> Table 10 <br /> Maximum HMA Mixture Sublot Size <br /> For HMA Accepted by Statistical Evaluation <br /> HMA Original Plan Quantity 2 <br /> (tons)' Maximum Sublot Size (tons) <br /> < 20,000 1,000 <br /> 20,000 to 30,000 1,500 <br /> >30,000 2,000 <br /> ' "Plan quantity" means the plan quantity of all HMA of the <br /> same class and binder grade which is accepted by Statistical <br /> Evaluation. <br /> 2 The maximum sublot size for each combination of HMA class <br /> and binder grade shall be calculated separately. <br /> 27 <br /> 28 • For a mixture lot in progress with a mixture CPF less than <br /> 29 0.75, a new mixture lot will begin at the Contractor's request <br /> 30 after the Engineer is satisfied that material conforming to the <br /> 31 Specifications can be produced. See also Section 5- <br /> 32 04.3(11)F. <br /> I <br /> AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/'.6 <br />
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