9204 search results for test

9700000.resp

test reports from the National Transportation Product Evaluation Program (NTPEP) showing, performance test reports from the National Transportation Product Evaluation Program (NTPEP

D9430001.do

on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D

D9450001.do

be the sole element relied on to maintain a tight joint. Test pipe joints at the plant hydrostatically using test methods in ASTM D 3212 [ASTM D 3212M]. Soil tight joints must be watertight to 2 psi

3460202.resp

" or revise the test to 0.0 to 6.0%. Response: Change Made 346-3.2 Drilled Shaft Concrete: "Ambient, acceptance strength test result falls more than 500 psi below the specified minimum strength, furnish, not be representative for these conditions. We would be asking to perform slump test at 85o F when the pouring, temperature ranges used for slump loss test and not the actual ambient temperature of the slump loss test. Should the placement take place at 70°F then the slump loss test should take place

3460202.comm

" or revise the test to 0.0 to 6.0% 346-3.2 Drilled Shaft Concrete: "Ambient temperature conditions, strength test result falls more than 500 psi below the specified minimum strength, furnish either, for these conditions. We would be asking to perform slump test at 85o F when the pouring will be with actual, for slump loss test and not the actual ambient temperature of the slump loss test. Should the placement take place at 70°F then the slump loss test should take place at the anticipated ambient

9900600.comm

on the panel’. 3. . 990-6.1(5) “Prior to approval an impact test shall be performed, will perform an impact test.’ 4. Alternative designs for temporary glare screen may be submitted as a Cost

9310102.impl

shall be based on the manufacturer’s certified mill analysis certifying that the test results meet, analysis certifying that the test results meet the specification limits of the ASTM designation

4580202.comm

 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

Section11.6-062518_1-19WB

reported pencil hardness* or solvent rub test. Perform three pull tests to ensure the area meets 800 PSI (to limit damage, abort test when values reach > 800).Apply IOZ thinned as recommended, inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved procedures, conditions. Confirm cure before top-coating or shipping by using rub test or pencil hardness test. If the pencil hardness test is used, consult the coating manufacturer (or Owner's specification

Section11.6-062518_1-19WB

reported pencil hardness* or solvent rub test. Perform three pull tests to ensure the area meets 800 PSI (to limit damage, abort test when values reach > 800).Apply IOZ thinned as recommended, inspection/testing of shop applied coatings. 11.6.5 GENERAL INFORMATION These preapproved procedures, conditions. Confirm cure before top-coating or shipping by using rub test or pencil hardness test. If the pencil hardness test is used, consult the coating manufacturer (or Owner's specification

5300201int

an application in accordance with Section 6, and include certified test reports from an independent test, or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, Soundness is not required for broken concrete. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense, Verification tests on all materials placed on the project. 2.The Engineer will check the gradation

5300201ind

an application in accordance with Section 6, and include certified test reports from an independent test, or handling operations not exceeding 5% by weight. Drop Test***(EM 1110-2-2302) No new cracks developed, Soundness is not required for broken concrete. *** The Engineer will waive the Drop Test unless required to ensure structural integrity. Provide all equipment, labor and testing at no expense, Verification tests on all materials placed on the project. 2.The Engineer will check the gradation

RIGHT_OF_WAY_MANUAL_FULL-06032025

value in the market but may have little or no utility or value to the owner. The test is whether

7000000SS

strength is at least 2,500 psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested in accordance with Section 346, designs if satisfactorily tested in accordance with the current AASHTO requirements. 700-2.3.3, test reports giving evidence that the base to be used for each pole size is as strong as the pole with which it is to be used. Perform physical tests and submit certified reports for one base

7000000SS

psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested, breakaway designs if satisfactorily tested in accordance with the current AASHTO requirements, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole size

7000000SS

psi [17 MPa]. Determine concrete strength from tests on a minimum of two test cylinders, tested, breakaway designs if satisfactorily tested in accordance with the current AASHTO requirements, alternates the Engineer will allow a cast base, provided the Contractor submits test reports giving, is to be used. Perform physical tests and submit certified reports for one base to be used with each pole size

T1407-1957651-SR45US41-FalseworkDrawings

3301200SS

being tested. The Engineer may require additional testing at other locations within the lane, with 330-12.4.5. 330-12.4.2 T e s t M e t h o d : P e r f o r m all straightedge testing in accordance with FM, and the Design Standards Index Nos. 607 or 619 during all testing. When traffic control cannot be provided, . 330-12.4.4 Process Control Testing: Assume full responsibility for controlling all paving operations, and time of all straightedge testing a minimum of 48 hours before beginning testing. 330-12.4.5.2

7020400.FHWA

. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings, (Bucket Method) for wet recovery. The Department reserves the right to test the markings within 3 days of receipt of the Contractor’s certification. The test readings should be representative, on either side of the existing line is visible. Conduct field tests in accordance with FM 5-541 and ASTM E 2177 (Bucket Method).Take test readings representative of the striping performance. Remove

E1E73-414733-1-I75-PowerDropChange

that all subsystems must be functional before the ITS System Operational Test and that the Contractor, that, had a work order been issued in a timely manner, operational testing could have begun on July, testing could begin. DMS work was not complete until after power was converted at Alico Road. Further, for holding the start of operational testing until the DMS issues were resolved are justified