9037 search results for test

7820000IMP

) and field acceptance tests (FATs). Develop and submit a test plan 7820000 ITS Jobs for DATs, the tests within five calendar days from the initiation of the testing process, . At minimum, include in the video display system test the testing of each color video monitor type, manufacturer certifies its device has successfully completed environmental testing as defined, with a clear, rain repellant product prior to final acceptance. 782-1.4 Testing. 782-1.4.1 G e n e r a l

4551506.FHWA

and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, shafts. Drilled shaft construction shall 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, 48 hours after cutting. When called for in the plans, substitute Standard Penetration Tests (SPT

4551506.fhwa

and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, shafts. Drilled shaft construction shall 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, 48 hours after cutting. When called for in the plans, substitute Standard Penetration Tests (SPT

4551506.fhwa

and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, and/or load tests are performed, the Engineer will use the pilot hole and/or load test results, shafts. Drilled shaft construction shall 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, 48 hours after cutting. When called for in the plans, substitute Standard Penetration Tests (SPT

9450203.FHWA

Certification of Tests: For all aluminum materials, test certifications as specified in 965-2, of Tests: Submit to the Engineer, prior to installation, a certified mill analysis and certification

452000fhwa

. 452-56.9 Test Samples: Provide additional test samples and testing for compressive strength on precast, of concrete test cylinders. Nodirectpayment will be made for the concrete testing. All costs, by the Engineer. D452000.D01.doc All Precast Segmental Bridge Jobs 10 Testcylinders, made and cured, , transporting and erecting the various components. Providetheresultsofthecompression testing of one or more test cylinders for controlling the time of execution of the various construction operations. Obtain

5610000.comm

is not clear enough about what tests are to be run for what elements. 3. 562-10.2.1: Add SSPC, .” 9. 561-11.4: Second paragraph, third sentence, should “Hexavalent Chromium” be added for testing, to be tested for arsenic, barium, cadmium, hexavalent chromium, lead, mercury, selenium, , test reports etc are required only for the overcoat system. • 561-4.1, first paragraph, . Response: 25. 561-11.3 – Change last sentence to read “Provide a copy of all sampling and test reports

5600205.origind

the non-abrasive residue and lead content tests as directed by the Engineer. If test results do not meet, recycling machine in use and conduct the water-soluble contaminant and oil content tests outlined, equipment, and conduct tests each day to confirm the equipment is functioning properly. Return to the weekly testing interval as directed by the Engineer. ARTICLE 560-5 is deleted

3301200Orign

Requirements-Acceptance Testing for Surface Tolerance. ThischangewasproposedbyJim Musselman, d : P e r f o r m all straightedge testing in accordance with FM 5-509 with one pass of the rolling straightedge operated along the outside wheel path of each lane being tested. The Engineer may require additional testing at other locations within the lane. 330-12.4.3 T r a f f i c C o ntrol, during all testing. When traffic control cannot be provided in accordance with Index Nos. 607 or 619

D7SR56ArcherWestern13GlobalIssues

CM-665-01 Pedestrian Detection System

TERL Test Cases (Steps): PDS002 (Step 1) FORMTEXT       FORMTEXT       Init.: FORMTEXT       2, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases, information in submittal. TERL Test Cases (Steps): PDS001 (Step 2), PDS002 (Step 3) FORMTEXT, location of requested information in submittal. TERL Test Cases (Steps): PDS001 (Step 3), PDS002 (Step 4, Inspection FORMTEXT Indicate location of requested information in submittal. TERL Test Cases (Steps

4620702-724FHWA

. a. Test for presence of chlorides and oils in discharged water before placing tendon. b. If chloride, not install permanent tendons before completion of testing as required by this Section or the Contract Documents. The only two exceptions are: a. Tendon to be tested by “Theoretical Elongation Verification” may be installed for test; and, b.Transverse tendons may be pre-installed in precast, falls outside acceptable tolerances, additional tests may be required, at the Engineer’s discretion

4710000-724origind

Performance and Testing Requirements. A Department-approved independent laboratory must perform all testing and produce the test report. Submit a test report with the following design information, with this Section and the Plans. Submit a design calculations, shop drawings, and test reports for the FRP fender, of 16:1 and a maximum span to depth ratio of 20:1. b.Three-point bending tests are acceptable. c. Test a minimum of 10 5 of the same samples of the FRP piling(s) and FRP wale(s) shown on the Shop

SS9730000

List (QPL). Manufacturers seeking eva Section 6 and include independently certified test reports, . Reinforcingrodsmust be continuous and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40 when tested in accordance with ASTM D 695, ther mofcontrolligare specified with test w long is noent. structu edco lumber m ctural aller

9730000.FHWA

independently certified test reports, and manufacturer’s certification that the material meets, ksi when tested in accordance with ASTM D4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D695. Steel reinforcing rods are not permitted. 9730000 All Jobs, reinforcement may be reduced when other means of controlling cracking are specified with test results

SS9730000

independently certified test reports that the material meets the requirements of this Section, be continuous and offer a minimum flexural strength of 70.0 when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D 695. Steel, specified with test w long is notent. mpositelumber m tural isted in Table Smaller dimensional

SS9730000

must submit an application in accordance with Section 6 and include independently certified test, must be continuous and offer a minimum flexural strength of 70.0 ksi when tested in accordance with ASTM D 4476 and a minimum compressive strength of 40.0 ksi when tested in accordance with ASTM D, be reduced when other means of controlling cracking are specified with test results which show

9480203-724IMPL

. Table 948-3 Stress Crack Resistance Pipe Location Test Method Test Conditions Requirement Pipe Liner, hours. (1) Oxidation Resistance Pipe Location Test Method Test Conditions Requirement Pipe Liner and/or Crown (2) OIT Test (ASTM D3895) 2 replicates (to determine initial OIT value, ) Incubation test FM 5-574 and OIT test (ASTM D3895) Three samples for incubation of 264 days at 85°C (3) . One OIT test per each sample Average of 3.0 minutes (4) (no values shall be less than

1040400-722FHWA

testing of materials used in construction of temporary erosion control devices other than as provided, project. When no testing is required, the Engineer will base acceptance on visual inspection. For materials that are part of the permanent work, meet the testing requirements of the applicable permanent materials. For materials not part of the permanent work, no testing is required; acceptance, of the permanent work, meet the testing requirements of the applicable permanent materials

6300003COMM

locate wire ends up beside the conduit the entire length of the bore? Should we include a test, must occur only at the top of a pull box. You need to require the wire to be tested to show it, and not placed next to or on top of the conduit. For 630-4.1, add the cost of testing the wire