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Project Staffing Plan
and perform the necessary upgrades. Possible tasks for the installation include upgrade of a test database to Oracle 11.1.0.7, database script upgrades for the test system, SunGuide installation on a test system, initial testing on a test system for installation verification, upgrade of the production, , SunGuide installation on a test system, initial testing on a test system for installation verification, on the production system, and initial testing on the production system. Installers will also
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italic) for your consideration. 1. 346-4.2.2 Certification: If any chloride test data exceeds, and Plans form. Why was the frequency of chloride test requirement removed from the specification? Since this test will play critical role for corrosion protection, it is essential that we require the contractor to perform this test as we needed for his certification. Response: The Producer is required to test the chlorides. This information is in Materials Manual in 9.2 Volume II. MM 9.2 VII
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. Table 948-2 Polyurethane Component Requirements Test Methods Test Conditions Requirement ASTM, in accordance with Departmental procedures must submit test reports conducted by a laboratory, ) or qualified by ISO 17025 accreditation agency using personnel with actual experience performing the test methods for steel reinforced polyethylene pipe. Submit the test reports to the State Materials Office, 948-3 Stress Crack Resistance Pipe Location Test Method Test Conditions Requirement Pipe Liner FM
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. Table 948-2 Polyurethane Component Requirements Test Methods Test Conditions Requirement ASTM, of a product in accordance with Departmental procedures must submit test reports conducted, the test methods for steel reinforced polyethylene pipe. Submit the test reports to the State, plastic. Table 948-23 Stress Crack Resistance Pipe Location Test Method Test Conditions Requirement, than 71 hours. (1) Oxidation Resistance Pipe Location Test Method Test Conditions Requirement
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for testing with the Laser Profiler will be tested and accepted with the straightedge in accordance, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant, these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may
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for testing with the Laser Profiler will be tested and accepted with the straightedge in accordance, charts updated daily for all Quality Control Sampling and Testing and post in the asphalt lab where, conditions have been restored. 330-2.2 Minimum Process Control Testing Requirements: Perform, as a minimum, the following activities at the testing frequencies provided below: Asphalt Plant, these tests a minimum of two times per day. Quality Control tests used in the acceptance decision may
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% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested, the foundation has achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean
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strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31, achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean the top
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% of the specified 28-day concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance, concrete strength and verifying test results have been provided to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM
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strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31, achieved 70% of the specified 28-day concrete strength and verifying test results have been submitted to the Engineer. Determine concrete strength from tests on a minimum of two test cylinders prepared and tested in accordance with ASTM C31 and ASTM C39. Before erecting the pole, clean the top
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527 DETECTABLEWARNINGS ON WALKING SURFACES-MATERIALS. (REV2-16-07)(FA3-9-07)(7-07) SUBARTICLE527-2.2(Pages598and599)isdeletedandthefollowing substituted: 527-2.2 Material Properties: Provide Detectable Warnings that meet the following minimum material property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T H R E SHOLD Slip Resistance ASTM C1028, F609, F1677, F1678, F1679; E303 Dry Coefficient of Friction – 0.8 min. and Wet
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527 DETECTABLEWARNINGS ON WALKING SURFACES-MATERIALS. (REV2-16-07)(FA3-9-07)(7-07) SUBARTICLE527-2.2(Pages598and599)isdeletedandthefollowing substituted: 527-2.2 Material Properties: Provide Detectable Warnings that meet the following minimum material property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T H R E SHOLD Slip Resistance ASTM C1028, F609, F1677, F1678, F1679; E303 Dry Coefficient of Friction – 0.8 min. and Wet
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527 DETECTABLEWARNINGS ON WALKING SURFACES-MATERIALS. (REV2-16-07)(FA3-9-07)(7-07) SUBARTICLE527-2.2(Pages598and599)isdeletedandthefollowing substituted: 527-2.2 Material Properties: Provide Detectable Warnings that meet the following minimum material property requirements when tested in accordance with the indicated Standard. PROPERTY STANDARD MINIMUM T H R E SHOLD Slip Resistance ASTM C1028, F609, F1677, F1678, F1679; E303 Dry Coefficient of Friction – 0.8 min. and Wet
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analysis frequency is described in the first paragraph. The physical sample that is tested by the State
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, Type IP, and Type IS shall be tested in accordance with ASTM C1702 and reported at three days
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, and Type IL shall be tested in accordance with ASTM C1702 and reported at three days
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, with a suitable wax compound. The bolts may be sampled and tested before erection or may
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(and hopefully cutback products) to be looked at/certified/ tested more like we have done paving grades
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for meeting the Specification requirements on casting, curing and testing of concrete test cylinders. N twillbe made for the concrete testing. All costs for such testing will be includ the various, , transporting and erecti Providetheresultsofthecompression testing of one or more test cylinders, and to ke test cylinders, in accordance with Section 346, cured in the same manner as removal from, as specified on the plans, in this Section, or as approved by the Engineer. Testcylinders,made
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. Evaluation of test samples shall be field tested in accordance with FM 5-571 for each color, e s t e d i n a c c o r d a nce with ASTM D4956 and the Florida Test Method for retroreflective, , through instrumental color testing, shall conform to the requirements of ASTM D4956. In addition, without damage to sheeting. The tensile strength shall be tested in accordance with ASTM D882
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