9204 search results for test

9621000.FHWA

substituted: 962-10 Certifications and Verification. 962-10.1 General: Supply a Certified Mill Tests, specification and will include actual values from required tests. Check the MTRs Certified Mill, actual values from required tests. Check the Certified Mill Analysis against the appropriate

P3Meeting082307 Minutes

conducting Independent Verification tests at frequencies necessary to gain a high level of confidence, testing and other I.E. duties. Action: Derek to strip Oversight CEI scope some more and spell out

1050502.comm

. Some of the labs perform tests for local District Materials Offices which Construction may not immediately know of, example being VT Aggregate testing from a source. Maybe it should read as both

D2800000

and transverse grades as specified in 200-7. 280-6.3 Additional Tests: Meet the requirements of 331-6.4, , the Engineer will not perform density testing for acceptance. The Contractor may apply the compactive

3531002.origind

and the following substituted: 353-10.2 Maturity Method Testing: Use a maturity curve to estimate, the method. Compressive strength tests, as specified in FM 3-C1074, will be performed to produce a five

0060103.FHWA

Specifications and Design Standards. This may include certifiedAll required test reports must from anbe conducted by an independent test laboratory or other independent testing facility., certification, will consider any marked variations from original test values for a material product, failure to notify, will consider any marked variations from original test values for a product, failure to notify, as defined and detailed by the applicable Specifications and Design Standards. All required test reports

EO Memo 23-01

analysis of dynamically load tested piles; Removed some subsurface requirements for Design-Build firm, for load testing. The results of the geotechnical investigation performed to support the RFP Concept Plans, regarding the completeness and appropriateness of proposed supplemental field testing, ground modification and load testing programs, etc. 11.2.2 Design-Build Team Responsibilities DocuSign Envelope ID, documents and performs verification testing as required. 11.3.2 Design-Build Team The design-build

4000507.origind

minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples, . Perform all required verification and testing at no expense to the Department and to the satisfaction, Induction Time (OIT) of 60 to 75 minutes at 170 °C in air when tested according to ASTM D3895. Perform additional OIT tests on samples taken from the finished product (polymer sheeting applied, foam that has water absorption of less than 2.6% when tested according to ASTM C272. Provide a written

1040000impl

will not require testing of materials used in construction of temporary erosion control devices other, into the completed project. When no testing is required, the Engineer will base acceptance on visual, velocity of 6.5 ft/sec as determined from tests performed by Utah State University, Texas Transportation Institute or an independent testing laboratory approved by the Department. Submit to the Engineer, certified test reports from the manufacturer showing that the erosion control blankets meet

SS1040000

Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, in 985-3 unless such material is to be incorporated into the completed project. When no testing, a maximum design velocity of 6.5 ft/sec 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

SS1040000

Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, in 985-3 unless such material is to be incorporated into the completed project. When no testing, a maximum design velocity of 6.5 ft/sec 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

Version Description Document_8.2

LeiperE

Dynamics Corporation, Electric Boat, Groton CT (1973 to 1978) I was First Class Test Technician in this company’s Ship Test Organization and participated in quality control and operational testing

17StructureFoundationsForPilings&DrilledShafts

12. Drilled Shaft Test Hole (demonstration): document activities and note Spec. 455-18 problems in the Daily Report of Construction; test shafts must be removed to 2 ft below ground line. 13, proper slurry viscosity testing Spec. 455-15.18 and sand content must be within acceptable limits

3360000.FHWA

rubber uniformly blended while in storage. Equip storage tanks with a sampling device. 336-5 Testing of Asphalt Rubber Binder: 336-5.1 Quality Control Requirements: Test the asphalt rubber binder, the sample for testing from the discharge piping exiting the storage tank, records. 336-5.2 Verification Requirements: The Engineer will test the asphalt rubber in accordance, the requirements of Table 336-1, have been made, verified by passing test results, and the Engineer grants

9370000SS

include certified test reports from an independent testing laboratory which shows the material system, [0.075 mm]. (3)Afterremovalofthe42dayload,theuniformbondStressfrom a subsequent Confined Tension Test

D9370000.do

with 6-1 and shall include certified test reports from an independent testing laboratory which shows, day load, the uniform bond Stress from a subsequent Confined Tension Test shall not be less than

D9370000.do

with 6-1 and shall include certified test reports from an independent testing laboratory which shows, day load, the uniform bond Stress from a subsequent Confined Tension Test shall not be less than

D9370000.do

include certified test reports from an independent testing laboratory which shows the material system, Tension Test shall not be less than 1,826 psi [12.6 MPa]. 937-5 Product Identification (Fingerprint

3530302.origind

is achieved. Verify the achievement of the required strength by cylinder testing as specified in 353-5 or the use of the maturity method test as described in 353-10.2. ProvideSubmit documentation that 6-hour strength was achieved prior to opening to traffic, by either a cylinder test report