9037 search results for test

SS5705000

of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer

SS5705000

of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer

SS5705000

of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer

SS5705000

of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer

SS5705000

of _________ pounds per acre. Material may be sampled and tested at any time as determined by the Engineer

SPI-515-070

 Standard Plans Instructions Topic No. 625-010-003 Index 515-070 Aluminum Pipe Guiderail FY 2026-27 1 Index 515-070 Aluminum Pipe Guiderail Design Criteria Americans with Disabilities Accessibility Guidelines (ADAAG), 2004 as adopted with amendments by the USDOT under 49 CFR Part 37 Transportation for Individuals with Disabilities, Adoption of New Accessibility Standards Design Assumptions and Limitations The Aluminum Pipe Guiderail, Index 515-070 was tested by the FDOT Structural

SPI-700-010

 Standard Plans Instructions Topic No. 625-010-003 Index 700-010 Single Column Ground Signs FY 2026-27 1 Index 700-010 Single Column Ground Signs Design Criteria AASHTO LRFD Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals (LRFDLTS-1) ; Structures Manual (SM) , Volume 3, FDOT Modifications to LRFDLTS-1; Structures Manual (SM) Introduction, I.6 References; FDOT Design Manual (FDM) Both fabricated and cast base assemblies were impact tested

Exhibit 212-8

' Offsets Tested (Practical Fit) 40' Radius; 1:15 And 1:8 Tapers With Simple Curve With Tapers Not Shown

Exhibit 212-10

be analyzed independently to assure adequate return NOTE: 2' And 8' Offsets Tested (Practical Fit

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

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

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

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

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

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