9204 search results for test

1040600.D01FHWA

as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Furnish to the Engineer, two certified copies of manufacturers test reports showing that the erosion control blankets meet the requirements, test records shall be made available to the Department upon request. Leave the material in place, as determined from tests performed by Utah State University, Texas Transportation Institute or an independent

D3370000.do

indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented Process: Take notice, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, . 2.Testingin accordance with AASHTO TP4-00 and FM 1-T 209 (and conditioning prior to testing, the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P -3/8 , P -4 , and P -8

D3370000.do

indicating compliance with the above tests. 337-2.6.1.1 Notice of Patented Process: Take notice, with the above tests. 337-3 General Composition of Mixes. 337-3.1 General: Use a bituminous mixture, . 2.Testingin accordance with AASHTO TP4-00 and FM 1-T 209 (and conditioning prior to testing, the verified mix design 337-6.3.1 Individual Test Tolerances for FC-5 Production: In the event that an individual Quality Control test result of a sublot for gradation (P -3/8 , P -4 , and P -8

1200101FHWA

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 1200101 based on test results and project requirements. Final acceptance of materials will be based on Point of Use Test, . 1200101 Table 120-1 Group AASHTO Soil Class Maximum Lift Thickness Thick Lift Control Test

6490000-2.origind

achieved 70% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean the top

0060009FHWA

; segregated materials, even though previously tested and approved; materials that are or have been, previously tested and approved; materials that are or have been improperly stored; and materials

0060009.FHWA

; segregated materials, even though previously tested and approved; materials that are or have been, previously tested and approved; materials that are or have been improperly stored; and materials

4001103.origind

than 1/8 inch when both bearing areas of a unit are tested on a level plane. Provide a bearing plate or bearing area that also proves to be a true plane when tested in all directions of the plane

4001103.FHWA

are tested on a level plane. Provide a bearing plate or bearing area that also proves to be a true plane when tested in all directions of the plane surface with a steel straightedge. In the event that a 100

LAP3440000-122resp

picture as to what our temperatures usually stay around and I only found 3 that tested below 88deg. The ambient temp was 89deg and tested at the plant so no travel time, only mix rotations. Not sure

6600201-3.origind

with the roadway surface. Ensure that loop sealant does not run out of unlevel slots as tested, time of application and when cured as tested for tack free time using ASTM C679 at 77°F. Ensure loop, , cured for 2 weeks at 77°F as tested for adhesion using visual inspection. Ensure loop sealant shows, for 2 weeks at 77°F as tested for shrinkage using a dimensional measurement. Ensure loop sealant resists weather, oils, gasoline, antifreeze, and brake fluid as tested for absorption using ASTM D570

1020906.FHWA

listed on the APL must have an FHWA eligibility letter and be successfully crash tested in accordance, on the APL must have an FHWA eligibility letter and be successfully crash tested in accordance

2340100.FHWA

, with the following exceptions: 234-5.1.1 Option 1 Acceptance Testing Exceptions: D density testing, 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, with the following exceptions: 234-5.2.1 Option 2 Acceptance Testing Exceptions: Density testing for acceptance, will be accepted in accordance with the requirements of 334-5, except density testing for acceptance

Special Provisions Workbook January 2021

Special Provisions Workbook January 2022

Special Provisions Workbook July 2021

Special Provisions Workbook July 2020

4300000Orign

by Specification, the Engineer may require further testing of the pipe. If directed by the Engineer, test, Office. Formetalpipes,ensurethatthepipejointshave been tested at the plant hydrostatically at the specified pressure using test methods in ASTM D 3212 [ASTM D 3212M] with the exceptions of section 7.3, % reduction in internal diameter using the parallel plate testing methodology of ASTM D 2412 [ASTM D 2412M]. Testing must be witnessed by the State Materials Office. 430-2.3 Mortar: Use mortar composed

Special Provisions Workbook July 2018

CH 21_redline_2025-02

inspection, • project administration and recordkeeping, • materials acceptance testing and verification, and testing. All LAP projects, regardless of classification, are subject to performance of Federal, in accordance with the FDOT Sampling Testing and Reporting Guide by Material Description and the FDOT Materials Manual (Topic No. 675- 000-000). All materials testing data is entered into the FDOT MAC system, Certification (Chapter 7). • Materials acceptance sampling and testing in accordance with the project