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Specifications Vol. II
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(09-09-01) Streetscape Improvements 175th Ter & 183rd St
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Specifications Vol. II
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Last modified
5/12/2011 11:13:16 AM
Creation date
5/12/2011 11:12:16 AM
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CityClerk-Bids_RFP_RFQ
Project Name
Median Closure
Bid No. (xx-xx-xx)
09-09-01
Project Type (Bid, RFP, RFQ)
Bid
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<br />M <br /> <br />. <br /> <br />r'l <br />. <br /> <br />j"I <br /> <br />Department will select test locations, including Stations, Offsets, and Lifts using a Random <br />Number generator, based on a set LOTs under consideration. If the Verification test results <br />are not deficient as defined in 200-7.3.1.2, the QC test data will be considered verified. If <br />the Verification test results are deficient, the requirements of 200-7.4.3 will apply in <br />affected LOTs. Provide traffic control, coring/boring equipment, and an operator for the <br />coring/boring equipment. Traffic control is to be provided in accordance with the standard <br />maintenance of traffic requirements of the Contract. <br />200-7.4 Verification Comparison Criteria and Resolution Procedures: <br />200-7.4.1 Modified Proctor Maximum Density: The Engineer will verify the <br />Quality Control results of the 16 consecutive LOTs if the Verification test result compares <br />within 4.5 PCF [72 kg/m3] of the QC result for the corresponding LOTs. Otherwise, the <br />Engineer will collect the Resolution split sample corresponding to the Verification sample <br />tested. The State Materials Office or an AASHTO accredited laboratory designated by the <br />State Materials Office will perform Resolution testing. The material will be sampled and <br />tested in accordance with FM 1-T 180, Method D. <br />The Engineer will compare the Resolution Test results with the <br />Quality Control test results. If the Resolution Test result is within 4.5 PCF [72 kg/m3] of <br />the corresponding Quality Control test result, the Engineer will use the Quality Control test <br />results for material acceptance purposes for each corresponding set of eight LOTs. If the <br />Resolution test result is not within 4.5 PCF [72 kg/m3] of the corresponding Quality Control <br />test, the Engineer will collect the remaining Verification split sample for testing. <br />Verification Test results will be used for material acceptance purposes for the 16 LOTs in <br />question. <br />200-7.4.2 Density: When a Verification or Independent Verification density <br />test does not meet the requirements of 200-7.2.1 (Acceptance Criteria), retest the LOT at <br />a. site within a 5 feet (1.5 meter) radius of the Verification test location and observe the <br />following: <br />1. If the Quality Control retest meets the Acceptance Criteria and <br />compares favorably with the Verification or Independent Verification test, the Engineer will <br />accept the four LOTs in question. <br />2. If the Quality Control retest does not meet the Acceptance Criteria <br />and compares favorably with the Verification or Independent Verification test, rework and <br />retest the material in that LOT. The Engineer will re-verify the four LOTs in question. <br />3. If the Quality Control retest and the Verification or Independent <br />Verification test do not compare favorably, complete a new equipment-comparison analysis <br />as defined in 120-10.1.1. Once acceptable comparison is achieved, retest the four LOTs. <br />The Engineer will perform new verification testing. Acceptance testing will not begin on a <br />new LOT until the Contractor has a gauge that meets the comparison requirements. <br />200-7.4.3 Thickness and Surface Testing Requirements: When a Verification <br />or Independent Verification density test does not meet the requirements of 200-7.3.1.2 <br />(Acceptance Criteria), perform a QC re-test within 5 feet [1.5 m] of the Verification test <br />site in each affected LOT. If the QC re-test meets the requirements, the LOT will be <br />accepted using QC test results. If the QC re-test confirms deficient thickness or surface <br />irregularity, the Contractor will rework and re-test that LOT by scarifying and adding <br />additional base material. The Department will re-verify the group of those LOTs. As an <br />exception, if authorized by the Engineer, such areas may be left in place without correction <br />and with no payment. <br /> <br />r'l <br />. <br /> <br />11 <br />. <br /> <br />. <br /> <br />.., <br />. <br /> <br />1"1 <br />. <br /> <br />1 <br />. <br /> <br />,.., <br />. <br /> <br />" <br />. <br /> <br />r'l <br />. <br /> <br />,., <br /> <br />. <br /> <br />1'"1 <br />. <br /> <br />..., <br />. <br /> <br />.., <br />. <br /> <br />n <br /> <br />. <br /> <br />.., <br /> <br />. <br /> <br />1'"'1 <br /> <br />. <br /> <br />.., <br /> <br />09/09 <br /> <br />01 000-43 <br /> <br />03-4122.F <br /> <br />. <br />
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