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9480203.FHWA
to provide necessary changes in testing protocols and test results. If you have any questions, Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Pipe Liner FM 5-572, Procedure, to or greater than 110 hr Oxidation Resistance of Pipes Pipe Location TestMethod TestConditions, than 17 hours. Junction FM 5-572, Procedure B and FM 5-573 ASTM D 2837 Full Test 2,3 : Test temperature 80176 o FC and applied stresses of 650 and 450 psi. Test temperature 70158 o
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Documents. 457-2.6.2 Testing: No test report for tests made more than one year prior to shipment, in all respects to the materials subjected to the tests requiredtested. Attach copies of current test reports to the certificate. No test report for tests made more than one year prior to shipment will be 4570000.D01 457 Items accepted for the form material. and no test reports for tests made more, equivalent to the testingsame as required for the FDOT approved design mixes. Test the materials
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460 are: a. Rotational Capacity Test, which is a required field test for every project that has, in Table 460-6. d. The test set-up descriptions in Item No. 5 and 6 in sub-article 460-5.4.10.1, )Tests,Paragraph2 “DTIs”Describetheacronym when used for the first time in a document. 52. 460-5BoltedConnections,460-5.2.1RotationalCapacity(RC)Tests,Paragraph4 “e.g.”Definee.g. 53. 460-5BoltedConnections,460-5.2.1RotationalCapacity(RC)Tests,Paragraph5 “…asdirectedbytheEngineer.” Delete this part
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- PlasticCompositeFenderPiles–perfoot. Item No. 455-119- TestLoads-each. Item No. 2455-119- Test Loads- each, . Item No. 455-137- Dynamic Load Tests - each. Item No. 2455-137- Dynamic Load Tests - each. Item No. 455-143- TestPiles(Prestressed Concrete) – per foot. Item No. 2455-143- Test Piles (Prestressed Concrete) – per meter. Item No. 455-144- TestPiles(Steel) – per foot. Item No. 2455-144- Test Piles (Steel) – per meter. Item No. 455-145- TestPiles(ConcreteCylinder)–perfoot. Item No. 2455-145
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by the Engineer. One bearing of each type and size so designated must be tested. All test results must, to the project site, submit the test data for the bearings tested to the Engineer with the manufacturer’s, Testing and Certification. Ensure the manufacturer verifies the adequacy of the bearings by testing, : (a)Testthebearingsforaperiodof24hoursunderthemaximumverticalloadwiththe, ,testexpansionbearingsundermaximumverticalloadduringsixcyclesof maximumlongitudinalmovement
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$_________. helow Testevaluatedbid(TotalBid)willbedeterminedbytheDepartment as the lowest um of bonding
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$_________. helow Testevaluatedbid(TotalBid)willbedeterminedbytheDepartment as the lowest um of bonding
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verification at both 24 hours and 28 days. Property TestValue TestMethod ***Adjustmentstoflowrates, (oftheSupplemental Specifications) is deleted and the following substituted: 938-4.2 Laboratory Test: The grout, standard and modified ASTM and FM test methods conducted at normal laboratory temperature (65-78°F) and conditions. Conduct all grout tests with grout mixed to produce the minimum time of efflux. Establish the water content to produce the minimum and maximum time of efflux. Property TestValue
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Location TestMethod TestConditions Requirement Liner and/or Crown 7 OIT Test (ASTM D- 3895) 2, : Table 1 Stress Crack Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Pipe, Full Test 2,3 : Test at 3 temperature/stress combinations: 176 o F at 650 psi 176 o F at 450 psi 158 o F at 650 psi; 5 replicates at each test condition Determine failure time at 500, . The tests for each condition can be terminated at duration equal to or greater than the following
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Location TestMethod TestConditions Requirement Liner and/or Crown 7 OIT Test (ASTM D- 3895) 2, : Table 1 Stress Crack Resistance of Pipes Pipe Location TestMethod TestConditions Requirement Pipe, Full Test 2,3 : Test at 3 temperature/stress combinations: 176 o F at 650 psi 176 o F at 450 psi 158 o F at 650 psi; 5 replicates at each test condition Determine failure time at 500, . The tests for each condition can be terminated at duration equal to or greater than the following
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923 WATERFORCONCRETE. (REV3-2-12)(FA4-23-12)(1-13) SUBARTICLE923-3.2(Page849)isdeletedandthefollowingsubstituted: 923-3.2RecycledandReclaimedWater:Recycled and reclaimed water shall be tested before use and shall not exceed the limits in Table 1: Table 1 Chemical Test TestMethod Maximum (%) Total Solids AASHTOT26 5.00 TotalChlorides as Cl - ASTM D 512 0.031 TotalSulfates as SO 4 ASTMD516 0.30
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to be changed? Field testing needs to be reduced in trench box construction Summary of the changes: The reduced frequency for quality control test testing in trench boxes is set at 1 per 4 LOTs, , the QC test data was upheld, reduce the QC density testing to one test every two LotOTs, . If the Verification test fails, and QC test data is not upheld by Resolution testing the QC, of decreased testing If yes, what is the estimated change in costs? Not known With who have you discussed
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. This includes detailed claims analyses, reports and expert witness testimony for over a dozen assignments, EXPERT’S PRIOR TESTIMONY EXPERIENCE. 1982 Trial in US Claims Court White Plains v. USPS $1.2 mil, and design errors on I-275 plate girder bridge. Massa testified on delay and design errors and claim, . Massa testified in several depositions. Case settled for $8.5 mil, $6.0 mil was for unpaid changes, mil claim for delay, design errors and superior knowledge. Massa testified and claim settled without
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Testing2 0.55 1 Dynamic Load Testing and Signal Matching Analysis 2Used to confirm the results of Dynamic, /pier, as determined by the dynamic testing or blow count criteria. (c, Count Criteria 3 100% Dynamic Testing 4 Compression Davisson Capacity EDC using UF method, or PDA and CAPWAP 1 0.55 0.60 Static Load Testing 2 0.65 0.70 Statnamic Load Testing 2 0.60, Testing 2 0.55 0.55 1 Dynamic Load Testing and Signal Matching Analysis 2 Used to confirm
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. 160-7.3.2 Department Verification Tests: 160-7.3.2.1 Bearing Value: The Engineer will sample and test, testing. The material will be sampled and tested in accordance with FM 5-515, -testconfirmsextradeepmixing,conductanadditionalQCdensity testaftercompaction for the bottom 12, will be sampled and tested in accordance with FM 1-T 180, Method D. TheEngineerwillcompare the Resolution Test, Method of Test for Limerock Bearing Ratio (FM 5-515) and perform an Unsoaked LBR Test. The Engineer
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be air cured until the time of testing. **Initial time of set for MAPC or MPPC will be tested, or exceed physical properties stated in Table 3 as determined by the specified standard test methods. Table 3 - Physical Properties of Repair Material in High Stress Areas Requirement TestMethod TestValue Minimum Compressive Strength (at 28 days), psi ASTM C109* 8,500 Minimum Flexural Strength, -0.03 Maximum Allowable Total Chlorides lbs/yd 3 FM 5 - 5 1 6 0.40 *The test methods
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using weights totaling 20 or 26 grams, depending on the tester used. 3. Speedy is clean and dial is on zero prior to testing. 4. The correct amount of reagent is placed in the body of the tester. 5, . Appropriate testing time is used based on material being tested; at least 1 minute for sands/light, , a second sample is tested. 17. Cap and washer are cleaned with cloth. 18. Body of tester, Determination of Moisture Content by means of a Calcium Carbide Gas Pressure Moisture Tester (Speedy
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authorized by the Engineer, or to incorporate test piling in the finished structure, or for further driving of test piling, will be paid for as described in 455-12.12. No separate payment, and attain required bearing of the test piles will be included in the price bid per foot [meter] of Test, % of the unit price for Test Piles for each foot (meter) fabricated and accepted as stockpiled materials, and 30% of the unit price for Test Piles for the entire authorized length upon completion
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authorized by the Engineer, or to incorporate test piling in the finished structure, or for further driving of test piling, will be paid for as described in 455-12.12. No separate payment, and attain required bearing of the test piles will be included in the price bid per foot [meter] of Test, % of the unit price for Test Piles for each foot (meter) fabricated and accepted as stockpiled materials, and 30% of the unit price for Test Piles for the entire authorized length upon completion
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authorized by the Engineer, or to incorporate test piling in the finished structure, or for further driving of test piling, will be paid for as described in 455-12.12. No separate payment, and attain required bearing of the test piles will be included in the price bid per foot [meter] of Test, % of the unit price for Test Piles for each foot (meter) fabricated and accepted as stockpiled materials, and 30% of the unit price for Test Piles for the entire authorized length upon completion
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