9274 search results for test

ChinF

, Metro Dade & the Private Sector) Managed and supervised several projects involving sampling, testing, ) specialized A in-place @ tests. Laboratory tests, asphalt, epoxy, hydraulic systems, piling and load tests. 1983 - 1984 Sterling Prestress, Inc. Quality Control Manager Responsibilities included, Building, Corps of Engineers Reviewed and submitted shop drawings, field inspection and testing of all, $ Specialized Rigging & Lifting Equipment $ Specialized in Place Testing $ Prestressed & Post

D7SR56ArcherWestern13GlobalIssues

6300301.FHWA

for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate, continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire

6300301.fhwa

for the application and approved by the Engineer. Perform continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate, continuity tests and insulation resistance tests on all locate wires. Provide the Engineer with all test results. Replace or repair defective locate wire at no additional cost. Make locate wire

4551506.origind

substituted: 455-15.6 Excavations: When pilot holes and/or load tests are performed, the Engineer will use the pilot hole and/or load test results to determine the authorized tip elevations, 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 the Tip Elevations presented in the plans, All Jobs. 4 plans, substitute Standard Penetration Tests (SPT) for coring. In such cases, supply

CTQM CH 1

and ability to perform a physical test or procedure according to a specific standard. Provider, testing, acceptance, and quality c ontrol activities where the Department requires CTQP qualified, and Testing performed to validate the quality of the product. CONSTRUCTION TRAINING AND QUALIFICATION MANUAL, ) An examination test score reporting page searchable by DLN or FICN (6) Links to CTQP course manuals, of the proceedings is made, which record includes the testimony and Topic No. 700-000-001 Construction

Dev660-995TPDS-726 (12-2-25) EFF 7-1-26

. Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result recording, test conductor, and witness signatures; pass/fail criteria; and test schedule. The test plan must include a detection

Dev660-995TPDS-725 (11-20-25) EFF thru 6-30-26

. Submit a test plan for the field acceptance test (FAT) to the Engineer a minimum of 30 calendar days before commencement of testing for review and approval; tests cannot commence or be scheduled until test plans are approved by the Engineer. For each testing phase, test plans must include descriptions of test procedures; test form with areas for test result recording, test conductor, and witness signatures; pass/fail criteria; and test schedule. The test plan must include a detection

5340000.FHWA

for performance of all quality control testing and inspections required by Sections 346 and 400 for the precast component construction. Perform all Quality Control Testing using Construction Training and Qualification Program (CTQP) qualified testing personnel. Perform compressive strength testing, with Section 6, independently certified test reports, and written certification that the product meets, ) with a uniform color, pattern, and texture as shown in the Plans. 534-76 Test Wall. Erect a test

SS3340104

mixture, submit the proposed mix design with supporting test data indicating compliance with all mix, The Engineer will consider any marked variations from original test data for a mix design or any, LOTs will be evaluated based on the number of tests available, and will not be redefined. If a LOT

4550513.resp

checks or re-drives of TEST PILES. Paying for all pile associated work as some arbitrary number, change to 455-5.12.1. Compensation for test pile set checks is covered in 455-11.2.9, and redrives, Anthony Walsh / Daytona Construction 386-943-5762: Section 455-11.5, Dynamic Load Tests Paragraph 1

SS7110201

by the Engineer. Conduct field tests in accordance with FM 5-541. Remove and replace traffic stripes, FM-5-541. The Department reserves the right to test the markings within three days of receipt of the Contractor’s certification. The test readings should be representative of the Contractor’s

fdot-bed25-977-03-sum

Highway 301 to conduct real-world noise tests, as those roads had all three types of sinusoidal rumble, making test runs at the sites at the designated speed limit and 5 mph above it. When the test runs

9820000FHWA

or other container. 982-2 Certification. TheContractor shall provide the Engineer a certified test, of this Section are met. The certified test report shall conform to the requirements of Section 6 and include test results for total nitrogen, available phosphoric acid, water-soluble potash, and sulfur, ) to be used based on the soil testing laboratory recommendations by matching the ratio of nutrients, to be fertilized in square feet. 2. Select fertilizer(s) to be used based on the soil testing laboratory

6600201.origind

false positive readings, using a sample size of 200 vehicles. 660-2.5.1 Field Test Requirements: Submit a test plan for the field acceptance test (FAT) to the Engineer for approval. The test plan must, all of the following FHWA Classified Vehicles for testing: Class I, Class 2, Class 3, and Class 5. The test plan must include a proof of the design test for the complete wrong way system, positive readings required by the Engineer. All detection accuracy testing shall occur at night between

2000200.origind

and testing. f. Method for sampling and reporting test results. 3. The Engineer will coordinate its, , build a preliminary stockpile not to exceed 1,000 cubic yards. 5. Collect and test a minimum, . The District Materials Office will sample and test the preliminary stockpile to verify compliance with this section. 6. If all test results meet the requirements of this section, the Engineer will notify, of test data performed by the District Materials Office. 7. If the use of existing rock is approved

7020000.comm

with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance, states” 1.2.1 Discussion—This test condition typically exists (1) after a rainfall has ended, Retroreflective performance obtained with this test in conditions of wetness does not necessarily relate, 702-4.4 Retroreflectivity Replace ASTM E2177 (Bucket Method) with ASTM E2176-01 (Standard Test Method, Testing of Traffic Marking Materials? Those procedures only reference methods for thickness

7020000.comm

with the retroreflectometer.” Testing of wet weather pavement marking systems should be tested in accordance, states” 1.2.1 Discussion—This test condition typically exists (1) after a rainfall has ended, Retroreflective performance obtained with this test in conditions of wetness does not necessarily relate, 702-4.4 Retroreflectivity Replace ASTM E2177 (Bucket Method) with ASTM E2176-01 (Standard Test Method, Testing of Traffic Marking Materials? Those procedures only reference methods for thickness

3340802.origind

: 334-8.2.2 Two or Less Sublot Test Results: In the event that two or less sublot test results, with no plus or minus signs.) Use the 1-Test column when there is only one sublot test result and use, Sublot Test Deviation 2 Sublot Test Average Deviation Asphalt Binder Content 1.05 0.00-0.23, Quantity Pay Table Pay Factor 1 Sublot Test Deviation 2 Sublot Test Average Deviation (1). Each density test result is the average of five cores. The target density is 93.00 percent of Gmm (92.00

SP7410000

, Index No. 17900. 741-2.3 Test Requirements: Perform the manufacturer’s recommended on-site pre- installation test to determine the sensor’s condition using an Inductive/Capacitance/Resistance meter. Install only those sensors that pass the pre-installation test. After installation, repeat the tests at the termination point in the cabinet. Use an oscilloscope to view and record typical, and replace any sensor that fails the test at no additional charge to the Department. 741-3 Type II