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9300600.FHWA
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, - Physical Properties of Repair Material in High Stress Areas Requirement TestMethod TestValue Minimum, the time of testing. **Initial time of set for MAPC or MPPC will be tested in accordance with ASTM C191, Chlorides lbs/yd 3 FM 5 - 5 1 6 0.40 *The test methods for compressive strength (ASTM C109), flexural
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: Directional Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office, : ProposedSpecificationsChange:5550412-DirectionalBore- TestingMethods Inaccordance with Specification, 555-1 2555-1 DIRECTIONAL BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 555-4.1.2 (Page 630) is deleted and the following substituted: 555-4.1.2 Testing Methods: Testing may consist of one of the following methods and must always meet or exceed the Department’s testing requirements: (a) F o l l
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: Directional Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office, : ProposedSpecificationsChange:5550412-DirectionalBore- TestingMethods Inaccordance with Specification, 555-1 2555-1 DIRECTIONAL BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 555-4.1.2 (Page 630) is deleted and the following substituted: 555-4.1.2 Testing Methods: Testing may consist of one of the following methods and must always meet or exceed the Department’s testing requirements: (a) F o l l
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan07/files/5550412orgin.pdf?sfvrsn=267409b_05550412Orgin
: Directional Bore-Testing Methods Origination date: March7,2005 Originator: Jerome D. Taylor Office, : ProposedSpecificationsChange:5550412-DirectionalBore- TestingMethods Inaccordance with Specification, 555-1 2555-1 DIRECTIONAL BORE-TESTING METHODS. (REV 3-25-05) SUBARTICLE 555-4.1.2 (Page 630) is deleted and the following substituted: 555-4.1.2 Testing Methods: Testing may consist of one of the following methods and must always meet or exceed the Department’s testing requirements: (a) F o l l
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: 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6., % of the maximum density. 204-6.4 Density Tests: Meet the requirements of 200-6.4. 204-6.5
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: 204-7 Testing Surface. Testthesurfaceinaccordancewiththerequirements of 200-6., .) is 98% of the maximum density. 204-6.4 Density Tests: Meet the requirements of 200-6.4. 204-6.5
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are to be statically (or Statnamically) load tested, drive test piles their full length or to practical refusal. Build, first. For test piles which are to be statically (or Statnamically) load tested, ignore, without the presence of the Engineer. TheEngineer will determine pile capacity of the Test Piles based on the results of Dynamic Load Tests using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data and determine the damping
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specifications for the hot mix asphalt product requires testing by FM 1-T 283 and the test results indicate, Quality Control testing and loc y Vauum C e ation where the test will be done shall be identified, be obtained by the supplier and tested for Quality Control testing in accordance with 916-1.3.2. A single o, delivere e pretest all be valid for six mfrom the date of issue. The Departmen test pre-tested cu m, % in Trichlorethylene minim Test Conditions Asphalt Emulsion Grade AE-150 Minimum/Maximum Tests on Emulsion
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testing. The concrete producer shall provide test data of water samples from other sources. To determine, . Failing test results will result in restarting initial sampling and testing, three months. 923-3 Chemical Requirements. 923-3.1 Testing: All chemical analysis or tests shall, shall be tested before use and shall not exceed the limits in Table 1: Table 1 Chemical Test, not exceed the limits of Table 2: Table 2 Chemical Test TestMethod Maximum (%) Acidity
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tests, the Engineer will consider all required static load testing Unforeseeable Work. When considered, , but not limited to, information gained from the driving of test piles, dynamic load testing, static, the test piles, completing all load tests, completing all redrives, and receiving all test reports, driving all the test piles, completing all load tests, completing all redrives, and receiving all test, capacity determination of prestressed concrete pile bridge foundations (without test piles) from blow
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not include pay items for Static Load Tests, they will be paid for as Unforeseeable Work. Dynamic load test, , but not limited to, information gained from the driving of test piles, dynamic load testing, static load, the test piles, completing all load tests, completing all redrives, and receiving all test reports, driving all the test piles, completing all load tests, completing all redrives, and receiving all test, , without test piles STRUCTURES FOUNDATIONS - PILING (REV 6-91826-09) SUBARTICLE 455-5.10.1 (page 534
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-tested to a minimum stress of 130,000 psi [896 MPa]. 933-5.3.2 Static Test: From each mill heat, steel and the stress-strain curve, determined by static tensile tests, shall conform to the following, . 933-5RequiredTestsforReinforcing. 933-5.1General:Testsshallbemade to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted to the Department and the Department shall
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-tested to a minimum stress of 130,000 psi [896 MPa]. 933-5.3.2 Static Test: From each mill heat, steel and the stress-strain curve, determined by static tensile tests, shall conform to the following, . 933-5RequiredTestsforReinforcing. 933-5.1General:Testsshallbemade to determine the physical characteristics of prestressing reinforcement. For tests specified to be made by the manufacturer, certified copies of all test results shall be submitted to the Department and the Department shall
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of the Test Piles based on the results of Dynamic Load Tests using externally mounted instruments. Allow the Engineer one work day after driving the dynamic load tested pile to analyze the data, . Except for test piles which are to be statically (or Statnamically) load tested, drive test piles, of the Engineer due to actions of the Contractor, engage a Specialty Engineer to perform Dynamic Load Testing of the pile installation at no additional cost to the Department. Set Dynamic Load Test equipment
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time of efflux shown in Table 938-1. Table 938-1 Property TestValue TestMethod TotalChlorideIons, C939 ASTM C939**** 9380000 All Jobs Table 938-1 Property TestValue TestMethod (b)30minutes after, or material sources requires new testing and certification of the conformance of the grout, . Materials with a total time from manufacture to usage in excess of six months shall be tested, in accordance with Section 6 and include certified test reports from an independent laboratory, audited
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time of efflux shown in Table 938-1. Table 938-1 Property TestValue TestMethod TotalChlorideIons, C939 ASTM C939**** 9380000.D01 All Jobs Table 938-1 Property TestValue TestMethod (b)30minutes, testing and certification of the conformance of the grout with this Specification. A copy, from manufacture to usage in excess of six months shall be tested and certified by the supplier, and include certified test reports from an independent laboratory, audited by the Cement Concrete
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TestValue TestMethod TotalChlorideIons Max.1.0lbs/yd 3 FM5-516 FineAggregate(if utilized)Gradation, TestValue TestMethod (b)30minutes after mixing with remixing for 30 sec Max. 30 Sec. or Max. 30 Sec, of materials or material sources requires new testing and certification of the conformance, be tested and certified by the supplier that the product meets the quality control specifications, an application in accordance with Section 6 and include certified test reports from an independent
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traffic lanes and shoulder pavement at the crosswalk location. The test installation shall will be tested, and shoulder pavement at the crosswalk location. The test installation shall be tested by the manufacturer, , installedinaccordancewiththemanufacturer’sspecificationsandprocedures,hasbeen testedinaccordancewitheither, ’s specifications and procedures, has been tested in accordance with ASTM E-303 using the British Pendulum Tester and has a British Pendulum Number (BPN) of at least 40. 5230000.D012 All Jobs Meet
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: Property TestValue TestMethod Hardness,ShoreA Between60and90 ASTMD2240 TensileStrength >750psi
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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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