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4530000IMP

testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time, ) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, -cylinder test shall have a compressive strength of at least 4,500 psi [31 MPa] at 28 days when tested, set epoxies) prior to testing. For slow-set epoxy, an additional test specimen shall be made, the requirements of ASTM C881. For the properties listed below, modify the ASTM test procedures

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SS4530000

) will be deemed acceptable if a slant cylinder test specimen, prepared and tested in accordance, set and 14 days for slow set epoxies) prior to testing. For slow-set epoxy, an additional test, . For the properties listed below, modify the ASTM test procedures as noted. The components of the epoxy-bonding agent shall be conditioned to the temperature at which testing is to be done prior to mixing the test specimen. 453-4.5.2 Contact Time (open Time) and Contact Strength: The contact time (open

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DEV333HFST (3-13-24)

Test Method Viscosity 7 – 30 poises ASTM D2556 Gel Time 10 minutes min. ASTM C881 (60 gram mass, Requirements Property Requirement Test Methods Aggregate Abrasion Value 20% max AASHTO T 96 Aggregate, Oxide 86% min ASTM C25 333-2.4 Certified Test Results: Provide to the Engineer, certified copies of complete test results from the producers documenting that the polymer resin binder meets the requirements of Table 333-1 and that the aggregate meets the requirements of Table 333-2. The test

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4551506.impl

/orloadtestsareperformed, the Engineer will use the pilot hole and/or load test results to determine, . Drilled shaft construction shall not begin until pilot hole and/or load test reports are approved by the Engineer. Shaft tip elevations based on pilot hole results and/or load tests may vary from, Penetration Tests (SPT) for coring. In such cases, supply these tests at no additional cost per foot

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6110400.origind

testing performed close to non-working days. This change is related to changes in other Sections, 734) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday, or Wednesday. However, do not start the 48 hour test on the day preceding a holiday at a date, hour test does not include weekends, Holidays, or Special Events

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4100100FHWA-Revised

to verify the shipping strength test, before 28 days, by testing compressive strength cylinders that are cured under the conditions similar to the product or by testing temperature match cured cylinders, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, with ASTM C 597, or any other approved nondestructive test method to estimate the strength of concrete, by test cylinders. Curing temperature and cycle must be monitored on a minimum of one box culvert

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4070100FHWA - Revised

is permitted to verify the shipping strength test, before 28 days, by testing compressive strength cylinders that are cured under conditions similar to the product or by testing temperature match, in accordance with ASTM C597, or any other approved nondestructive test method to estimate, of shipping strength by test cylinders. Curing temperature and cycle must be monitored on a minimum of one precast culvert curing cell from each day of production when nondestructive test methods

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9850202.resp

requires an ECM specific test which manufacturers do not perform. So she & I agreed to add a test which, for the ECM related testing. For the R-1 change, we have 3 manufacturers. We will need to determine, products being manufactured. However, IFAI’s magazine publishes test results for ASTM D5035 for multiple

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4550100.comm

was reduced based on dynamic testing results of two test piles in a large pile group. After, in the Contract Documents, install strain gauges in the test shaft to measure the distribution, resistance shown in the Plans if the dynamic load test is used to determine the actual soil resistance

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9600000.comm

said.nour@dsiamerica.com Comments: (6-30-15) 960-2.1.5 Dynamic test of unbonded anchorage. AASHTO section 10.3.2.2 requires the test to be done on a representative anchorage. It is our, the department give a consideration to this issue? 960-3.2.1.4 Is this necessary? A successful pressure test, of the duct testing was written around qualifying bonded, corrugated duct of PP composition. HDPE

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3340000.comm

an adequate number of test results are obtained for stockpile approval.” We need to assign a number, material by engineering analysis or delineation testing, at a minimum, evaluate all material located, of the material on the other side of this test result is good to go. - Table 334-8: I am a little, of tests available, and will not be redefined

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9290100-722origind

and before the mix is discharged. The Engineer may require additional testing beyond the requirements, will be maintained by the SMO. 3. Test Report: A certification from the SCM producer showing that the SCM meets the requirements of this Section. The test report must include, at a minimum, the following, . The approved laboratory that performed all tests. 4. Purchaser: The term “purchaser” in the ASTM

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1040500.impl

a maximum design velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department Submit to the Engineer, certified test reports from the manufacturer showing that the erosion control, for product identification. The manufacturers test records shall be made available to the Department upon

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2000601.FHWA

. 200-7.2.2 Frequency: Conduct QC sampling and testing at a minimum frequency listed in the table below. The Engineer will perform Verification sampling and tests at a minimum frequency listed, and Retaining Wall Systems Test Name QualityControl Verification Modified Proctor Maximum Density One, Path and Sidewalk Construction Test Name QualityControl Verification Modified Proctor Maximum

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1050101.FHWA

performing sampling, testing and inspection for both field and laboratory tests. Submit the names, of Materials Certification and Reporting Test Results: Provide Submit certifications prior to placement of materials. Report test results at completion of the test and meet the requirements, Sampling, Testing, and Reporting Guide 21 calendar days prior to commencement of construction. Provide, additional materials placed. Do not commence work activities that require testing until the Job Guide

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9140000.impl

, qualifying tests shall be performed. Test methods for these substances shall be those mandated by EPA

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4550510.resp

4550510 STRUCTURES FOUNDATIONS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Jeff Oakes D5 Construction 407-482-7835 Comment: (5-7-13) 455-15.8.3 Fluid in Excavation at Time of Concrete Placement, second paragraph: Most of the miscellaneous shafts that I have done are less than 30’ in depth. Will one slurry sample within 1‘inch of the base of the shaft be sufficient? Or should one more test be added or read with a minimum amount of 2 or 3 tests? Take samples of the fluid in the shaft from

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