9037 search results for test

FDOT_Seaport_Office_Educational_Needs_Assessment_June_2025

3370206.comm

, it is only a testing method. Section 916-5 identifies the product requirements to get on the QPL. I, , and P-8), and asphalt binder content (Pb) only. 2. Testing in accordance with AASHTO T 312-08 and FM 1-T 209 (and conditioning prior to testing) will not be required as part of 334-5.1.1.1. 3, testing will be required for these mixtures. 334-5.1.8 does not appear in the revised specification

1600402.comm

 1600402 Acceptance Program – Acceptance Criteria Comments from Industry Review ****************************************************************************** Troy Whitfield (863) 519-4249 troy.whitfield@dot.state.fl.us Comment: Should the standard reflect the same frequency of verification testing for both the roadway and shoulder/bike path/sidewalk? In the present specification the standards are higher for the shoulder/bike path/sidewalk. Response

5480901.origind

is obtained over the reinforcement that extends into the backfill. Reduced testing increases the chance, by removing allowance for Reduced Frequency Testing. This was inadvertently allowed in a previous, testing increases the chance that minimum compaction efforts have not been met. Please share, , 120-10.1.6,120-10.2 and 120-10.3. Comment [r1]: Section 120-10.1.6 (Reference to Reduced frequency testing

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for the Department, and perform all testing with a CTQP Asphalt Paving Level I technician

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Testing Exceptions: Density testing for acceptance will not be performed in areas as defined, not requiring density testing will be prorated based on a pay factor of 1.00 for the tonnage of material in areas not requiring density testing and the actual pay factor for the tonnage of material in areas

SSM5220000resp

 SSM5220000 CONCRETE SIDEWALK AND DRIVEWAYS COMMENTS FROM INTERNAL REVIEW District 5 Comments:(03/19/21, Internal) Agree testing requirements should not be included. Response: No change needed ****************************************************************************** Zachary Taylor, but leave out the testing & recording requirements. (As testing results would require additional, , Internal) I agree that density testing under some foundations may be an impractical requirement

4610901-122impl

 461 MULTIROTATIONAL BEARINGS (REV 3-22-21) (FA 6-22-21) (1-22) SUBARTICLE 461-9.1 is deleted and the following substituted: 461-9 Basis of Payment. 461-9.1 Basic Items of Bearings: The Contract unit price per each for bearings will be full compensation for all work and materials necessary for the complete installation. Such price and payment will include, but not limited to, the following specific incidental items: 1. testing, 2. tools and equipment required for installation, 3

1050808.comm

are maintained during the course of sampling, testing and inspection," the word current should

1050808.resp

are maintained during the course of sampling, testing and inspection," the word current should

9300503.comm

but was raised to 1.0 lbs/yd3 - I'm guessing extensive testing showed 1.0 lb/yd3 chloride

1050102.impl

 105 CONTRACTORQUALITYCONTROLGENERALREQUIREMENTS. (REV10-26-15)(FA12-16-15)(7-16) SUBARTICLE105-1.2.3isdeletedandthefollowingsubstituted: 105-1.2.3NotificationofPlacingOrder:Ordermaterials sufficiently in advance of their incorporation in the work to allow time for sampling, testing and inspection. Notify the Engineer prior to placing orders for materials. Submit to the Engineer a fabrication schedule for all items requiring commercial inspection at least 30 days before beginning

4550518DB.comm

it reads: "The certification shall not be contingent on any future testing or approval by Engineer

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an application in accordance with Section 6 and include independent testing showing the product meets, will be randomly tested as follows: Position t h e marker b a s e d o w n , b e t w e e n t h e f l a t , p a r a l l e l 0 . 5 i n c h s t e e l p l a t e s o f a c o mpression testing machine. Place, in accordance with the manufacturer’s instructions. 990-5.2.5 Retroreflectivity: When tested

5270000.FHWA

requirements when tested in accordance with the following: PROPERTY STANDARD TEST VALUE Slip Resistance, in accordance with Section 6 and include certified test reports from an independent lab showing the product, detectable warnings that meet the following minimum material property requirements when tested in accordance with the following: PROPERTY STANDARD TEST VALUE Slip Resistance FM 3-C1028 Dry, and include certified test reports from an independent lab showing the product meets the requirements

1200602.origind

to investigate the borrow area. The Engineer will determine test locations, collect samples, and perform tests to investigate the proposed borrow area based on soil strata and required soil properties. The Engineer will approve use of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described, of this construction method by successfully completing a 500-foot- long test section. For embankment

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sensors that pass the pre-installation test. After installation, repeat the tests at the termination, . 741-2.3TestRequirements:Performthemanufacturer’s recommended on-site pre- installation test, that fails the test at no additional charge to the Department. 741-3 Type II, Wireless Vehicle Sensors, the Type II sensor and repeat the visual observation test until all lanes count correctly. If the sensor fails to provide accurate counts after three test attempts, it must be replaced with a new

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. The Engineer will determine test locations, collect samples, and perform tests to investigate, of materials from the proposed area based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test as described in 6-1.2.4. Before using any borrow, method by successfully completing a 500-foot- long test section. For embankment construction, meet, the feasibility of this construction method by successfully completing a 500- foot-long test section

9650000-722FHWA

, and this section. Verify the strength of each Lot by tensile test. Alternate testing, , the Design Plans, and this section. Verify the strength of each Lot by tensile test. Alternate testing, Test Method Alloy/Temper Reported Properties Pole, Arm, Extrusions ASTM B221 6061-T6 Alloy, Temper, Compliance Requirements Documentation Requirements Certified Test Report Shows that product meets, of 10,000 foot-pounds, without breaking, cracking or rupturing in any manner. Certified Test Report

1050803.FHWA

plastic property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure, include final curing, compressive strength testing, and the recording/reporting of all test data, property tests have ACI Concrete Field Testing Technician-Grade I certification. Ensure, all asphalt plant related testing with a CTQP Asphalt Plant Level I Technician. As an exception, on the roadway at all times when placing asphalt mix for the Department, and perform all testing with a CTQP