9037 search results for test
SS5340000
. Grout all cells that contain horizontal or vertical reinforcing bars. 534-6 Test Wall. Erect a test wall section not less than 50 feet in length before starting general wall construction at the project site. The Engineer will use the erection of the test wall to verify the Contractor’s, Documents. Build the test wall at a permanent wall location, as agreed to by the Engineer. If the test, . Include the cost of the test wall in the cost of the wall. 534-7 Repairs or Rejection
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Requirements: The material shall meet the following criteria: Property Test M e t h o d M i n i mum, shall set to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four, Test M e t h o d M i n i mum Maximum Density ASTMD1475 13.5±0.37lb/gal N/A Viscosityat77ºF, minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using a Taber Abrader. The paint, criteria: Property Test M e t h o d M i n i mum M a x i mum Adhesion to Concrete ASTM D 4541, ASTM D
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splices in concrete piling, steel piling and test piling, which are made for the purpose of obtaining greater lengths than originally authorized by the Engineer, or to incorporate test piling in the finished structure, or for further driving of test piling, will be paid for as described, substituted: 455-11.8Pile Splices: Authorized splices in concrete piling, steel piling and test piling, which, , or to incorporate test piling in the finished structure, or for further driving of test piling
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the physical properties stated in Table 2 as determined by the specified test methods. Table 2 - Physical Properties of Repair Materials for Vertical Surfaces* Requirement Test Method High Performance, environments ** Make and cure the test specimens in accordance with ASTM C157, except omit, the physical properties stated in Table 4 as determined by the specified standard test methods, of Special Fillers Requirement Test Method Cathodic Protection Non- Cathodic Protection Minimum
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analysis. The test results shall certifying that the test results meet the specification limits, shall be based on the manufacturer’s certified mill analysis certifying that the test results meet 9310101.D01 All Jobs the test results meet the specification limits of the ASTM designation, certifying that the test results meet the specification limits of the ASTM designation for the particular, that the test results meet the specification limits of the ASTM designation for the particular sizes
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2016/july-2016/review/internal/9310101-2.origind2.pdf?sfvrsn=6e4eb0bb_0SS9710303
the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal, to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per, criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37 lb/gal N/A Consistency, traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using, : Property Test Method Minimum Maximum Dry Opacity * Fed Std 141a Method 4121 0.96 - Bleed Ratio Fed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9710303.pdf?sfvrsn=7d9f0acb_0SS9710303
the following criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 1.4 lb/gal, to bear traffic in not more than two minutes. 971-3.3.2 Abrasion Resistance: Test four samples per, criteria: Property Test Method Minimum Maximum Density ASTM D 1475 13.5 ± 0.37 lb/gal N/A Consistency, traffic in not more than two minutes. 971-4.3.2 Abrasion Resistance: Test four samples per LOT using, : Property Test Method Minimum Maximum Dry Opacity * Fed Std 141a Method 4121 0.96 - Bleed Ratio Fed
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/by-year/2008/january-2008/workbook/ss9710303bda12dabf9d048f9a6bfcdca8de759ae.pdf?sfvrsn=9eed579a_0Specification Package Preparation Training Guidebook October 2025
://floridaltap.org/wp- content/uploads/Specs_Package_2025.zip Specs on the Web Test SYSTEM Test • Use the System test environment to create training packages • The System test environment will display a yellow banner on the top • The test link is ONLY to be used during class • SOTW Test Link
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/resources/training/specification-package-preparation-training-guidebook-october-2025_5640c099-558b-4b30-b54f-4ae529c61ee8.pdf?sfvrsn=bf432185_1DEV346FRC (6-4-24)
. Produce an Average Residual Strength (ARS) of no less than 215 psi from a test set of 5 beams in accordance with ASTM C 1399 Test Method for Determining Average Residual Strength of Fiber Reinforced, of no less than 215 psi from a test set of 5 beams in accordance with ASTM C 1399. ***** Use basalt, . Produce an ARS of no less than 215 psi from a test set of five beams in accordance with ASTM C 1399, to the State Materials Office for an ARS test at the time the mix design is being developed. 346-7.1.3
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/specifications/special-case/developmental/dev346frc-(6-4-24).pdf?sfvrsn=c0c64b1f_19950201FHWA - Revised
Research Laboratory (TERL). WWVDS accuracy testing shall be performed under controlled conditions, to the transients, temperature, voltage, humidity, vibration, and shock tests described in NEMA TS2, Sections 2.2.7, for power and vehicle detection. Detector cards must include a test switch that can be used, testing procedures described in NEMA TS 2, Sections 2.2.7, 2.2.8, and 2.2.9. Detectors and detector, to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9. ARTICLE
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) .....................................................72 H. Testing 72 I. Value-Added, .....................................................118 4. Testing and Acceptance
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of the materials in accordance with the Department’s Sampling, Testing and Reporting Guide schedule. 702-2.2, 2177 (Bucket Method) for wet recovery. TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative, . Submit a certified test report to the Engineer indicating the striping materials meet all
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in accordance with the Department Testing and Reportin 702-2.2 Retroreflective Elements: Use reflective, . TheDepartment reserves the right to test the markings within 3 days of rec the Contractor’s certification. The test readings should be representative of the Contractor’s striping performance, test report to the Engineer indicating the striping materials meet all requirements specified
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Sampling, Testing and Reporting Guide schedule. 710-3 Equipment, . TheDepartment reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. Failure to afford the Department opportunity to test the markings will result in non-payment. The test readings should be representative of the Contractor’s striping performance
https://fdotwww.blob.core.windows.net/sitefinity/docs/default-source/programmanagement/implemented/workbooks/history/jul09/files/7100000.impl.pdf?sfvrsn=3a32d788_0SS5700000
control methods. Provideevidenceofproductperformance testing, manufacturer’s certifica tr, of manufacturer’s testing at an independent laboratory to the Engineer, demonstrating superior, if BFM-treated soils are disturbed or water quality or turbidity tests show the need, Fertilizing: Fertilize as necessary based on soil testing performed in accordance with S
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methods. Provideevidenceofproductperformance testing, manufacturer’s certification of training, ). Provide documentation of manufacturer’s testing at an independent laboratory to the Engineer, or turbidity tests show the need for an additional application. The work and materials for re, the requirements of Section 983. 570-3.7 Fertilizing: Fertilize as necessary based on soil testing
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and sediment control methods. Provide evidence of product performance testing, manufacturer’s, to installation. Provide documentation to the Engineer of manufacturer’s testing at an independent laboratory, or turbidity tests show the need for an additional application. The work and materials for re-application, turf growth and establishment based on soil testing performed in accordance with Section 162
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. Provide evidence of product performance testing, manufacturer’s certification of training, documentation to the Engineer of manufacturer’s testing at an independent laboratory, demonstrating superior, -treated soils are disturbed or water quality or turbidity tests show the need for an additional, Fertilizing: Fertilize as necessary based on soil testing performed in accordance with Section 162. Refer
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erosion and sediment control methods. Provideevidenceofproductperformance testing, manufacturer’s, erosion control blankets (ECBs). Provide documentation of manufacturer’s testing at an independent, -treated soils are disturbed or water quality or turbidity tests show the need for an additional, : Fertilize as necessary based on soil testing performed in accordance with Section 162. Refer
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evidence of product performance testing, manufacturer’s certification of training and material, to the Engineer of manufacturer’s testing at an independent laboratory, demonstrating superior performance, if BFM-treated soils are disturbed or water quality or turbidity tests show the need, on soil testing performed in accordance with Section 162. Refer to Section 982 for fertilizer rates
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