9037 search results for test

spi-521-480

) Design Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications, handrails) that are not based on crash tested designs. Index 521-484 should only be used when space, or greater in strength to a design which has been successfully crash tested previously and approved for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical, a customized project specific retrofit design using the crash tested bridge railing and guardrail

SPI-521-480

) Design Criteria NCHRP Report 350 , Test Level 4; AASHTO LRFD Bridge Design Specifications, handrails) that are not based on crash tested designs. Index 521-484 should only be used when space, or greater in strength to a design which has been successfully crash tested previously and approved for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical, a customized project specific retrofit design using the crash tested bridge railing and guardrail

SPI-521-480

) Design Criteria NCHRP Report 350, Test Level 4; AASHTO LRFD Bridge Design Specifications, handrails) that are not based on crash tested designs. Index 521-484 should only be used when space, or greater in strength to a design which has been successfully crash tested previously and approved for a NCHRP Report 350 Test Level 4 rating. The Standards all utilize a cast in place, vertical face, specific retrofit design using the crash tested bridge railing and guardrail transition designs

T1407-1957651-SR45US41-FalseworkDrawings

4620702-724origind

of 0.17 pounds per gallon. a. Test for presence of chlorides and oils in discharged water before, prior to stressing 20.Do 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, elongations at the required force falls outside acceptable tolerances, additional tests may be required

26C-006 Department Value Pricing Pilot Program Financial Review FY 2024-25

tested complied in all material respects with limitations set forth in the VPPP. What We Recommend, Expenditures Source: OIG Prepared Schedule As part of our testing, we determined 48 transactions were, transactions totaling $4,141,613 of the total $32,902,526 or 13 percent. We also tested the supporting, phase, the transactions tested complied with 23 U.S.C., Section 129(a)(3) and VPPP. The sampling, with Federal Highway Administration; and  examining and testing transactions for VPPP compliance. Docusign

26C-003 FTE Section 129(a)(3) Financial Review FY 2024-25 (Toll Credits)

We Found We determined FTE’s use of toll revenues for the 10 toll facilities tested complied in all, of our testing, we determined seven transactions were greater than $250,000. These transactions, , including the accounting system object code, description, vendor, and tested the supporting documentation. We also tested the supporting documentation of 40 statistically sampled transactions between, applicable laws and statutes; and  examining and testing transactions for Section 129 compliance

c9-toc

.............................................9-5-1 9 . 5 . 5Methods and Equipment/Test Hole Installation ..............9-5-2 9 . 5 . 6Test Hole Installation/Load Tests/Core Borings at Shaft Locations

1050807.origind

of required QC tests and statistical evaluation of QC test results. SUBARTICLE 105-8.7.5

SS4460200

from Departm acceptance tests or independently verifiable commercial mixes, that draincrete, the drain rate in accordance with FM 5-570 to determine the drain rate. A minimum of two test

7010401.origind

. Conduct field tests in accordance with FM 5-541. Take test readings representative of the pavement

1050807.impl

. E x p e r i e n c e a n d c e r t i f i c a t i o n i n p e r f o rmance of required QC tests and statistical evaluation of QC test results. SUBARTICLE 105-8.7 (of the Supplemental Specifications

2026FDM920SoilSurvCorBor

of the material encountered. Include the results for the following tests (as applicable): • Organic Content • Moisture Content • Sieve Analysis • Atterberg Limits • Corrosion Test Assign (group) soils

chgtab

foundations (with test piles) from blow per foot to the Embedded Data Collector (EDC) results using damping values determined from dynamic load tests. Usage note: All Bridge projects with square, prestressed concrete pile foundations, with test piles 8-6-09 8-27-09 1-10 SP4550510B New SP. To change capacity determination of prestressed concrete pile bridge foundations (without test piles) from, dynamic load tests. Usage note: All Bridge projects with square, prestressed concrete pile

7000302.origind

to the environmental testing procedures described in NEMA TS 24-2016, Sections 2.2.7, 2.2.8, and 2.2.9. 7000302, to the environmental testing procedures described in NEMA TS 24-2016, Sections 2.2.7, 2.2.8, and 2.2.9. Fog, tests described in NEMA TS 24-2016, Sections 2.2.7, 2.2.8, and 2.2.9. All electronic equipment must

7820000.impl

to a field acceptance test (FAT). Develop and submit a test plan to the Engineer for review and approval. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test. The Engineer reserves the right to witness all tests, . At minimum, include in the video display system test the testing of each color video monitor type, to the environmental testing procedures described in NEMA TS2, Sections 2.2.7, 2.2.8, and 2.2.9

7820000.impl

installation. At minimum, include in the video display system test the testing of each color video monitor, testing as defined in the environmental requirements section of the NEMA TS 2 Standard, j e c t t h e e q u i p ment covered by these specifications to a field acceptance test (FAT). Develop and submit a test plan to the Engineer for review and approval. Ensure that the test plan demonstrates each and every functional requirement specified for the device or system under test

4070000D02.FHWA

methods. The use of 4 x 8 inch test cylinders is allowed for the testing of precast culverts, provided, is permitted to verify the shipping strength test, before 28 days, by testing compressive strength, to the potential for clogging with debris. 407-4 Materials Acceptance and Testing. 407-4.1 General: Meet concrete materials, testing, inspection, and acceptance requirements of Section 346, , assume responsibility for performance of all quality control testing and inspections in accordance

3300904.resp

(January 2013). No change made at this time. 2: Addressing deficiencies when testing is done in both, specification is that if straightedge testing is performed in both wheel paths prior to laser testing

7450000.comm

to active voice. 745-4 Testing: All testing is conductedConduct all testing with the leads