9274 search results for test

1050509.origind

for Quality Control personnel at the roadway for testing and inspection items. This also requires, for the Department. Perform all asphalt plant related testing with a CTQP Asphalt Plant Level I, complete QC inspections and testing. EnsuretheFacility Manager for Quality Control has at least five

4600501.resp

in lubrication of fastener assembly during Rotational Capacity (RC) testing and installation. Assemblies, , lubrication, installation, tightening and testing of ASTM A 490 bolts. Do not install ASTM A 490 bolts, -coating, overtapping, lubrication, and rotational capacity testing of the bolts, nuts and washers

2340000SS

with the following modifications: 234-5.2 Acceptance Testing Exceptions: Density determinations, in 200-7. The pay factor for LOTs where there are areas not requiring density testing, testing and the actual pay factor for the tonnage of material in areas requiring density. 234-6 Plant

9870000.comm

that it’s very unlikely that thorough testing of imported material occurs – esp. in regard to soil PH, : (12-28-16) 1. I request that the DOT specifications be modified to include a requirement for STA testing, Council’s Seal of Testing Assurance program (STA). Response: 3. 987-2.3.1 Please increase

2340000SS

with the following modifications: 234-5.2 Acceptance Testing Exceptions: Density determinations, in 200-7. The pay factor for LOTs where there are areas not requiring density testing, testing and the actual pay factor for the tonnage of material in areas requiring density. 234-6 Plant

CPAM - Recent Chapter Revisions

Information for Contractor Quality Control 11.5 4/4/2025 Testing & Correcting Asphalt Pavement, Costs 5.10 4/9/21 Verification Inspection & Testing 13.3 4/21/21 Contractor Survey 3.5 4/7/21, 11.5 4/19/17 Testing and Correcting Asphalt Pavement Surface Deficiencies 6.1 2/13/17 Unpaid Bills

Resume_SMoffatt_DRB

and testing of construction materials and procedures to ensure compliance Contract requirements, box culverts and side drain improvements. Advanced Testing Laboratories of Florida and Ardaman, , gunite cart paths and drainage improvements. • Additional: soils and materials testing

TransitTitleVIPlanSeptember2013

20250528_449156-1_SR 93A_10075

: To: From: TEST LAB, INC. Coring Completion Date: End MP:Length: N CORE NO. MILE POST 2 LANE TYPE, Interstate Roadway PAVED PAVED Beg MP: To: From: TEST LAB, INC. Coring Completion Date, Interstate Roadway PAVED PAVED Beg MP: To: From: TEST LAB, INC. Coring Completion Date, : To: From: TEST LAB, INC. Coring Completion Date: 10934.171MLL3Y0.61.53.75.811.52.0AIBSF Some, Interstate Roadway PAVED PAVED Beg MP: To: From: TEST LAB, INC. Coring Completion Date

rigidhandbook

FOR RIGID PAVEMENT CONDITION SURVEY COLUMN TITLE DESCRIPTION TEST DATE Date Section Tested, be the rated lane for the direction being tested. This value is noted by ascending (R) or descending (L, must be re-tested. 3. Moisture on the surface of the pavement may affect the signal being returned from the sensor, causing invalid data. Do not test if the pavement is wet. Some of the pavement

1020900-723impl

mounted barriers listed on the APL must have an FHWA eligibility letter and be successfully crash tested, with a minimum three detections for each signal phase. Perform the test in the presence of the Engineer, equipment as necessary. Ensure that all stand-alone functions of replaced ITS devices are tested as detailed in the Contract Documents and as approved by the Engineer. Perform the test in the presence, may be placed on the centerline if they have been successfully crash tested in accordance

1020900-723origind

crash tested in accordance with MASH TL-3 criteria. All trailer mounted barriers must be equipped, phase. Perform the test in the presence of the Engineer. 102-9.16 Existing ITS Maintenance: Provide, - alone functions of replaced ITS devices are tested as detailed in the Contract Documents and as approved by the Engineer. Perform the test in the presence of the Engineer. 102-9.16 17 Truck Mounted, on the centerline if they have been successfully crash tested in accordance with MASH TL-3 criteria

3470000FHWA

and will meet the requirements of this Specification. 347-4 Sampling and Testing. The Engineer may sample and test the concrete at their discretion to verify its quality. The minimum 28-day

3301203.origind

. ThischangewasproposedbyDavidWangoftheStateConstructionOffice to clarify the Quality Control and Verification Testing processes and measurement acceptance, ), immediately make a comparison check at the QC test locations to verify the QC measurements

1210000.resp

the dead load for existing roads that have muck deposits, but we would need to do controlled test, penetration resistance but there are no testing frequency requirements or placement limitations. I am

7010000.impl

random samples of the materials in accordance with the Department’s Sampling, g Guide schedule. Testing, and yellow pavement markings in accordance with FM 5-541. TheDepartment reserves the right to test

7010000.impl

) as an approved sys will take random sam Testing and Reporting Guide schedule. 701-2.2, in accordance with FM 5-541. TheDepartment reserves the right to test the markings within 3 days

700-012

testing of anchors is not required D. Temporary Signs on Permanent Traffic Railings: Same as c. Do, anchors as necessary to maintain correct support location. 416 except perform field test on one anchor

SPI-534-200

the following soil conditions: Medium Dense Granular Soil (Type 2) Standard Penetration Test (SPT) N, be submitted for review and approval by the EOR. Technical Specifications with material and testing

700-012

testing of anchors is not required D. Temporary Signs on Permanent Traffic Railings: Same as c. Do, anchors as necessary to maintain correct support location. section 416 except perform field test on one