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SS9480107
Location TestMethod TestConditions Requirement Liner and/or Crown OIT Test (ASTM D 3895) 2, Pipe Location TestMethod TestConditions Requirement Table 1 Pipe Liner FM 5-572, Procedure A 10, . Ensurethatthepipejointshavebeentestedattheplanthydrostatically at the specified pressure using test methods in ASTM D 3212 and witnessed, at the specified pressure using test methods in ASTM D 3212 and witnessed by the Engineer, * FM 5-572, Procedure B and FM 5-573 ASTM D 2837 Test temperature 80 o C and applied
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TestMethod TestConditions Requirement Liner and/or Crown OIT Test (ASTM D 3895) 2 replicates, TestMethod TestConditions Requirement Pipe Liner FM 5-572, Procedure A 10% Igepal solution at 50, joint, the gasket shall be the sole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints, hours, no single value shall be less than 17 hours. Test temperature 80 o C and applied stresses
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TestMethod TestConditions Requirement Table 1 Pipe Liner FM 5-572, Procedure A 10% Igepal solution, TestConditions Requirement Liner and/or Crown OIT Test (ASTM D 3895) 2 replicates, at the specified pressure using test methods in ASTM D 3212 and witnessed by the Engineer. SUBARTICLE, pressure using test methods in ASTM D 3212 and witnessed by the Engineer. Ensurethateachshipment, , Procedure B and FM 5-573 ASTM D 2837 Test temperature 80 o C and applied stresses of 650 and 450
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss9480107.pdf?sfvrsn=1d486249_0SS9480107
TestMethod TestConditions Requirement Table 1 Pipe Liner FM 5-572, Procedure A 10% Igepal solution, TestConditions Requirement Liner and/or Crown OIT Test (ASTM D 3895) 2 replicates, at the specified pressure using test methods in ASTM D 3212 and witnessed by the Engineer. SUBARTICLE, pressure using test methods in ASTM D 3212 and witnessed by the Engineer. Ensurethateachshipment, , Procedure B and FM 5-573 ASTM D 2837 Test temperature 80 o C and applied stresses of 650 and 450
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2009/january-2009/workbook/ss94801079fa10adb564d4e099b476e68337b6f6e.pdf?sfvrsn=5043ca20_09380000.FHWA
content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable, bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, of efflux. Property TestValue TestMethod TotalChlorideIons Max.0.08%byweightof cementitious material ASTM C 1152 9380000 462 Items Property TestValue TestMethod FineAggregate(ifutilized) 99
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content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, the percent bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable, bleed for the grout tested. Test grout at the specified pressure of 100 psi. An acceptable test, of efflux. Property TestValue TestMethod TotalChlorideIons Max.0.08%byweightof cementitious material ASTM C 1152 9380000 462 Items Property TestValue TestMethod FineAggregate(ifutilized) 99
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of America Award Winner – Highway Project Under $15M category Testimony to the United States House, had the privilege of testifying before Congress on highway construction funding related issues
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manufactured and tested under this specification shall have a plan area less than 1000 in 2 square inches, will be selected by the Engineer at the project site.- Oone pad will befor testeding and the other retainedone for confirmation in the event of a failing test result. Samples shall consist of….. Shouldn't
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the drilled shaft elapsed time has expired. 455-2 Static Compression Load Tests. 455-2.1 General: Employ a professional testing laboratory, or Specialty Engineer with prior load test experience, : After completing testing, cut off the tested piles/shafts, which are not to be incorporated, to Chapter 2 of the Materials Manual – Section 2.4, VII, Testing and Submittal Requirements for Polymer, /shafts, except when driving specified test piling in end bents or when the Plans show uncased piles
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further testing. Theinclusionofany specific product on the QPL, as specified in 6-1, indicates that the product has been given contingent approval, as evidenced by previous tests and apparent, not included on the QPL shall provide certified test results from an independent laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL) on a regular basis for applicable tests, with all deficiencies corrected, and acceptable to the Engineer. Testresultsshallindicatecompliance
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certified test results from an independent laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL) on a regular basis for applicable tests, with all deficiencies corrected, and acceptable to the Engineer. Testresultsshallindicatecompliance with test requirements as modified herein, lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, without further testing. TheinclusionofanyspecificproductontheQPL,asspecifiedin6-1,indicates
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certified test results from an independent laboratory inspected by the Cement and Concrete Reference Laboratory (CCRL) on a regular basis for applicable tests, with all deficiencies corrected, and acceptable to the Engineer. Testresultsshallindicatecompliance with test requirements as modified herein, lists the corrosion inhibiting test result limits for calcium nitrite concrete tested in accordance, without further testing. TheinclusionofanyspecificproductontheQPL,asspecifiedin6-1,indicates
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Control testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, requires testing by FM 1-T 283 and the test results indicate it is not required, or the mixture, . TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers storage tank
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the water content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, Max. 0 . 0 p e r c e n t A S T M C 9 4 0 * * * * * 9380402 462 Items Property TestValue TestMethod, content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, the #50 sieve after 9380402 462 Items Property TestValue TestMethod washing the sieve. **Modify, proposed by Susan Blazo of the State Materials Office to modify the limit and test method
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the water content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, Max. 0 . 0 p e r c e n t A S T M C 9 4 0 * * * * * 9380402 462 Items Property TestValue TestMethod, content to produce the minimum and maximum time of efflux. Property TestValue TestMethod, the #50 sieve after 9380402 462 Items Property TestValue TestMethod washing the sieve. **Modify, proposed by Susan Blazo of the State Materials Office to modify the limit and test method
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature @ 10 rad/sec, °C, Grade AE-90 Test Conditions Minimum/Maximum Tests on Emulsion: Saybolt Furol Visc 122ºF
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Sample Testing Program shall be a minimum of 3 for each test. A rating of less than 3 shall require, , samples shall be obtained by the supplier and tested for Quality Control testing in accordance, Control Testing Dynamic Shear Rheometer, AASHTO T315 G * /sin δ, Test Temperature @ 10 rad/sec, °C, -EMULSION Test Conditions M i n i mum/Maximum Tests on Emulsion: Saybolt Furol Visc 77ºF minimum 45
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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, of testing. **Initial time of set for MAPC or MPPC will be tested in accordance with ASTM C191 with the following modification. The initial time of set shall be tested at 95° plus or minus 5°F. ***Make, Chlorides lbs/yd 3 FM 5 - 5 1 6 0.40 *The test methods for compressive strength (ASTM C109
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)Anchorageshalldevelop at least 95% of PT steel guaranteed ultimate tensile strength (GUTS) when tested, Specifications.” (d)Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e, ultimate tensile strength (GUTS) when tested in an unbonded state, without exceeding anticipated, )Testanchoragewithtypicallocalzonereinforcement shown in system drawings. (e
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for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate it, Control testing and location where the test will be done shall be identified in the suppliers Quality, projects, samples shall be obtained by the supplier and tested for Quality Control testing, mix asphalt product requires testing by FM 1-T 283 and the test results indicate it is not required, the date of issue. TheDepartment may sample and test pre-tested cut-back asphalt from the suppliers
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