9274 search results for test

9730000.impl

by a tension test in accordance with ASTM D2343. 973-4.1.2 Resin: Use a commercial grade thermoset resin, Physical Properties - VIP FRP Physical Property Requirement Test Method Barcol Hardness > 40 ASTM D2583

4580202.resp

 4580202 BRIDGE DECK JOINTS COMMENTS FROM INTERNAL/INDUSTRY REVIEW Debbie J. Steiger 716-308-6799 debbie.steiger@basf.com Comment: (10-21-13) Under section 932, the FLDOT specification for Movement Capability calls out the ASTM C719 test method. However, the FLDOT specification calls out a 2 inch wide joint. I think this dimension is in error unless a special test machine is used. It should be a 2 inch long joint (by ½ inch wide) as described in ASTM C719. Response: It appears to me

985

MATERIAL CERTIFICATION Geosynthetic for Drainage Applications (Specification Number 985) Date Contractor’s Name Contractor’s Address Line 1 City, State, Zip Code Product Name: APL Number: Roll Numbers: FDOT Project Contract/FIN: Project Location: Product Description: Property Test Method Minimum Average Roll Value (MARV) Grab Tensile Strength ASTM D4632 XXXX [units] Grab, Project Contract/FIN: Project Location: Product Description: Property Test Method Minimum

DCTA Meeting Minutes 12.07.04

tests/exams, course work and sending out to providers c) CTQP calendar d) Take over existing software, the distribution of tests • Grade tests and post qualifications Application/Role of the Provider

WorkingForemenAttach

computer employees. To qualify for exemption, employees generally must meet certain tests regarding, To qualify for the executive employee exemption, all of the following tests must be met, in the standard tests for exemption. Where to Obtain Additional Information For additional information

GL-10C

of removal for forms shall be determined from minimum time requirement, compressive strength tests, specifications for cylinder testing and strength determination are required in order to remove forms. Apply

GL-10C Concrete Decks (17-18)_Final

, compressive strength tests, time versus strength curve (S/T Curve) per specification, or as directed by the Engineer. Detailed s pecifications for c ylinder testing and strength determination

WhiteT

inspection staff to ensure project documentation is performed, all testing is completed, for prolong well pump tests and well feasibility studies Χ 1977 to 1978: WHITMAN AND HOWARD ENGINEERS

GL-10C Concrete Decks (16-17)

time requirement, compressive strength tests, time versus strength curve (S/T Curve) per specification, or as directed by the Engineer. Detailed specifications for cylinder testing and strength

GL-10C

tests, developed from a time versus strength curve, per specification, or as directed. Detailed specifications for cylinder testing and strength determination are required in order to remove forms

6300000.comm

furnishing all hardware and materials and all testing as specified in the this Section, supposed to conduct tests and or certify? 3 Use conduit that is hot-dipped galvanized

1050000.resp

. In changing the Lots to consecutive feet and increasing the distance/total number of tests - how, before reduced testing is an option. My question to the Department is how many projects

1050502.resp

and inspects a lot of these labs. 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

D2800000.do

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 efforts

D2800000.do

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 efforts

6540000.impl

as measured by American Society for Testing and Material E1347. Cabinets and housings must prevent, , vibration, and shock tests described in National Electrical Manufacturers Association (NEMA) TS2, 2.2.7

1040000origind

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, 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, company. Also, furnish two 4 by 8 inch samples for product identification. The manufacturers test

1040000ind

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, . 104-4 Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, no testing is required, the Engineer will base acceptance on visual inspection. The Contractor may use, . The manufacturers test records shall be made available to the Department upon request. Leave the material in place

1040000ind

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, . 104-4 Materials for Temporary Erosion Control. The Engineer will not require testing of materials used, no testing is required, the Engineer will base acceptance on visual inspection. The Contractor may use, . The manufacturers test records shall be made available to the Department upon request. Leave the material in place

Special Provisions Workbook January 2018