8978 search results for test

6110400.fhwa

Sadler to clarify requirements regarding acceptance testing performed close to non-working days, ) SUBARTICLE 611-4 (e) (Page 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, period Ensure the 48 hour test does not include weekends, Holidays, or Special Events. ACCEPTANCE, ) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/6110400.fhwaaffce6ed022b46328585be37a70b329d.pdf?sfvrsn=5efe7f35_0

6110400.FHWA

Sadler to clarify requirements regarding acceptance testing performed close to non-working days, ) SUBARTICLE 611-4 (e) (Page 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, period Ensure the 48 hour test does not include weekends, Holidays, or Special Events. ACCEPTANCE, ) is deleted and the following substituted: (e) Start the 48 hour test on a Monday, Tuesday

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jan12/files/6110400.fhwa.pdf?sfvrsn=cc9fe1b0_0

3340203-722resp

Defective Material….I don’t think it’s a good ideal to completely eliminate the PC test data from the EAR process…if I am reading that correctly…even if it did not compare with the IV test results all, complete a delineation we sample from good PC sample to good PC sample. PC test really help us on the material limits because a pay sample might be from the day before. I believe PC test must/needs, comments. This revision requires that only PC samples which compare with verified IV test results

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/comments-responses/3340203-722resp.pdf?sfvrsn=1758a21_2

9260000.FHWA

**Accepted by certified test reportproject testing ***Accepted by certification 9260000.D01 All Jobs, . Manufacturers seeking evaluation of their products shall submit product data sheets, performance test reports, . 926-3.2 Performance Tests: (a) Epoxy Bonding Compounds: Epoxy Bonding Compounds shall be prepared and tested in accordance with FM 3-C882. The ratio of the compressive strength of the composite cylinder, : Epoxy mortar shall be prepared and tested in accordance with FM 3-C882. The average compressive

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/fhwa/9260000.fhwa.pdf?sfvrsn=93748c0c_0

4550517DB.origind

test methods and reporting requirements described in 455-15.8.1 apply to tests of fluid in the shaft, testing. The Department may also perform comparison tests. Provide equipment for such comparison tests, to count as dynamic tests on steel piles, allow fluid sampling on drilled shafts every 30 ft from, , outlined in the tables in 455-15.8.1, except as follows: The Engineer will not require tests

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2014/july-2014/review/internal/4550517db.origind.pdf?sfvrsn=f976b9e0_0

BED70 Final Report

experimental program with a test matrix and procedures to experimentally validate the proposed strengthening, pier collision test . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 2 5 . 1 . 2 FE modelling of the collision test with LS-DYNA, impact RC beam test.................................................................................. 6 5 5 . 2 . 2 FE modelling of drop-hammer RC beam test with LS-DYNA

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/structures/structuresresearchcenter/final-reports/2025/bed70-final-report.pdf?sfvrsn=4ac0c613_1

2000702-722impl

substituted: 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, , Concrete Box Culverts and Retaining Wall Systems Test Name Quality Control Verification Modified, Construction Test Name Quality Control Verification Modified Proctor Maximum Density One per two LOTs One, and the following substituted: 200-7.3.1.2 Depth and Surface Testing Requirements: Notify the Engineer

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/review/implemented/2000702-722impl.pdf?sfvrsn=b6e14adc_2

Dist 8 SR-417 MCS Sewer Line Repair

product. 4. MCSstatement - "The line was pressure tested." FDOT response - A pressure test was not performed on the line; however, a leakage test was performed in accordance with the following technical, acceptance tests (light test) on the line at the time of installation. MCS allowed an extensive time, to a leakage test and received DEP clearance to be placed into service. The sewer line was placed, would not have been leak tested, submitted for DEP clearance nor would the Department had

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/construction/construction/constadm/drb/decisions/tpk/dist-8-sr-417-mcs-sewer-line-repair.pdf?sfvrsn=39216153_0

Section82V2-725

. Ensures that testing equipment is properly maintained in accordance with the applicable test methods, , tested at the same age. Acceptance of Structures Each LOT of Products is accepted when: A. The test, stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, Topic No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section82v2-725.pdf?sfvrsn=2394842d_1

Section 8.2 VII-122

for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests, compressive strength of two test cylinders, tested at the same age. Acceptance of Structures Each LOT, jacks, concrete compression testing machine, laboratory scales and plastic concrete test equipment, , measurements, and necessary tests to substantiate materials and Products in conformity

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/january-2022/materials-manual/section-8-2-vii-122.pdf?sfvrsn=316313cd_2

Section82V2-722cln

, tested at the same age. Acceptance of Structures Each LOT of Products is accepted when: A. The test, stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida Department

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/section82v2-722cln.pdf?sfvrsn=a2b47e99_2

Section82V2-725cln

is the average compressive strength of two test cylinders, tested at the same age. Acceptance, testing machine, laboratory scales and plastic concrete test equipment. I. Identification number, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida Department

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/section82v2-725cln.pdf?sfvrsn=6cc7227e_1

Section82V2-726redln

is the average compressive strength of two test cylinders, tested at the same age. Acceptance, testing machine, laboratory scales and plastic concrete test equipment. I. Identification number, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida Department

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2026-27/review/materials-manual/section82v2-726redln.pdf?sfvrsn=2c10b4a7_1

Section82V2-724

for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida, . E. Ensures that testing equipment is properly maintained in accordance with the applicable test, is the average compressive strength of two test cylinders, tested at the same age. Topic, jacks, concrete compression testing machine, laboratory scales and plastic concrete test equipment

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/redline/section82v2-724.pdf?sfvrsn=5121ac59_1

Section82V2-722

) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American, TESTING AND INSPECTION OF STRUCTURES General Perform QC inspections and tests at frequencies, test is the average compressive strength of two test cylinders, tested at the same age. Acceptance, II Tests Florida Department of Transportation Specifications for Road and Bridge Construction, to the inspections, measurements, and necessary tests to substantiate materials and Products in conformity

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2022/july-2022/materials-manual/redline/section82v2-722.pdf?sfvrsn=b9cd5456_1

Section82V2-725

. Ensures that testing equipment is properly maintained in accordance with the applicable test methods, , tested at the same age. Acceptance of Structures Each LOT of Products is accepted when: A. The test, stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, Topic No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/review/material-manual/section82v2-7250a67a232-de0c-443a-a378-0ac4ca57a6b4.pdf?sfvrsn=61a1a121_1

Section82V2-723cln

TESTING AND INSPECTION OF STRUCTURES General Perform QC inspections and tests at frequencies specified, test cylinders, tested at the same age. Acceptance of Structures Each LOT of Products is accepted, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida Department

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/section82v2-723cln.pdf?sfvrsn=7e1eeb16_2

Section82V2-724cln

for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida, compressive strength of two test cylinders, tested at the same age. Topic No.: 675-000-000 Materials, , measurements, and necessary tests to substantiate materials and Products in conformity, of the finished Structures. Provide facilities and qualified QC personnel to perform specified tests

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2024-25/materials-manual/section82v2-724cln.pdf?sfvrsn=214af736_1

Section82V2-725redln

. Ensures that testing equipment is properly maintained in accordance with the applicable test methods, , tested at the same age. Acceptance of Structures Each LOT of Products is accepted when: A. The test, stressing jacks, concrete compression testing machine, laboratory scales and plastic concrete test, Topic No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2025-26/materials-manual/redline/section82v2-725redln.pdf?sfvrsn=1d6d8e71_1

Section82V2-723

is the average compressive strength of two test cylinders, tested at the same age. Acceptance of Structures, No. 625-010-003, Florida Department of Transportation (FDOT) American Society for Testing and Materials (ASTM) Standard Test Methods and Specifications American Association of State Highway and Transportation Officials (AASHTO), Part I Specifications, and Part II Tests Florida Department, tests to substantiate materials and Products in conformity with the Specifications and Contract

https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/fy-2023-24/materials-manual/redline/section82v2-723.pdf?sfvrsn=53541821_1
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