304.01 . 304-1 . DIVISION 300 . BASES . SECTION 304 AGGREGATE BASE COURSE DESCRIPTION . 304.01 This work consists of furnishing and placing one or more courses of aggregate and additives, if required, on a prepared subgrade. MATERIALS . 304.02 Aggregate. The aggregates shall meet the requirements of subsection 703.03.

(3) A sufficient quantity of each aggregate for the Department to perform the tests specified in Section 3.2.1 of CP 52. The Contractor's proposed job-mix formula for each hot mix asphalt grading will be tested by the Department utilizing materials actually produced and stockpiled for use on the project.

(4) Acceptance Inspection. Acceptance of aggregate will be based on KDOT and/or Contractor tests at the point of usage unless designated otherwise by the Engineer. Aggregate production will also be inspected to determine if aggregates are being produced from deposits, ledges, and beds which meet the specific quality requirements.

– Division 1 General Requirements – Division 3 Aggregate Production and Acceptance – Division 4 Bases – Division 5 Surface Treatments and Pavements – Division 8 Miscellaneous Construction Chapter 1 Administration Page 1-2 WSDOT Construction Manual M 41-01.38 July 2021 •

Division 1 General Requirements Division 2 Earthwork Division 3 Aggregate Production and Acceptance Division 4 Bases Division 5 Surface Treatments and Pavements Division 6 Structures Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits Division 8 Miscellaneous Construction Division 9 Materials

division 3 – aggregate production and acceptance 3-02 stockpiling aggregates ..... 3-1 division 4 – bases 4-04 ballast and crushed surfacing ..... 4-1 division 5 – surface treatments and payments

Link to: Division 100 Division 200 Division 300 Division 400 Division 500 Division 600 Division 700 Division 800 Division 900 Master Table of Contents 300-1 DIVISION 300 – BASES SECTION 304 – AGGREGATE BASE COURSE 304.1 – GENERAL 304.2 – MATERIALS 304.3 – CONSTRUCTION OPERATIONS SECTION 306 – RECLAIMED STABILIZED BASE

3.) Perform at least two (2) sieve analysis for each aggregate daily. 4.) Inspect all weighing or measuring devices daily. 5.) Twice daily check the actual weighing or measuring of aggregates, cement, water, and admixtures for conformance to adjusted batch proportions. Record data on Form AER-4, Concrete Plant Production, Mix Verification,

Construction Aggregate Resources, Fresno Production-Consumption ... § 3806.3. Acceptance of Liability ..... 146 § 3806.5. Surface Mining Operations Owned and Operated by a Federal Entity on ... (commencing with Section 2710) of Division 2 of the Public Resources Code) pursuant to a .

70 3. coarse aggregate source or type 4. admixture type. A trial batch shall be conducted in accordance with 501.06, or verification of the new CMDS may be made during the first day of production by tests conducted by the Contractor and the Engineer. Acceptance test results may be used for the Engineer's verification tests.

2022 Standard Specifications M 41-10 Page 3-1 Division 3 Aggregate Production and Acceptance 3-01 Production From Quarry and Pit Sites 3-01.1 Description This Work shall consist of manufacturing and producing crushed and screened aggregates including pit run aggregates of the kind, quality, and grading specified for use in the

Division 0: Bidding Requirements, Contract Forms, and Conditions of Contract; Special Provisions – Division 1 Prepared by Cameron Carlson, P.E. Technical Specifications (CSI) – Electrical Power/Controls, Section 40 68 13 Checked by Douglas M. Berschauer, P.E. Division 0: Bidding Requirements, Contract

Division 1 General Requirements Division 2 Earthwork Division 3 Aggregate Production and Acceptance Division 4 Bases Division 5 Surface Treatments and Pavements Division 6 Structures Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits Division 8 Miscellaneous Construction Division 9 Materials

and acceptance of aggregates: Base Fineness Modulus. Average fineness modulus typical of the source for a specific fine aggregate. Cobblestones (Cobbles). Rock fragments, usually rounded or semi-rounded, with an average dimension between 3 and 10 inches. Crushed Concrete Aggregate. Crushed Portland cement concrete. Crushed Particles.

Chapter 1 – Division 100: Acceptance and Verification Procedures and Material Project Requirements Chapter 2 – Division 200: Earthwork Testing and Evaluation Chapter 3 – Division 300: Aggregate Base, Subbase, Aggregate-Topsoil, and Base Stabilization Chapter 4 – Division 400: Asphalt Pavements and Surface Treatments

report for conformance with ACI 318 Sections 26.4.3.1 and 26.4.4.1. They shall also issue an evaluation report of findings and recommendation for either acceptance or rejection and forward their report to the design professional in responsible charge of the project. 2.2.2 Approval by the Project Engineer in Responsible Charge

Division of Materials and Tests Aggregate Approval Process (SOP 2-1) ... Step 5- Acceptance of the aggregate for use on a TDOT project will be based on the chemical ... the aggregate production facility, aggregate production process, any key personnel, or a change in ownership, an updated QCP must be resubmitted ...

- Coarse Aggregate (including Coarse Aggregate Specific Gravity and Absorption) - Fine Aggregate (including Fine Aggregate Specific Gravity and Absorption, Uncompacted Void Content using ASTM C1252 Method A). 4. Contact information for personnel responsible for signing mix designs from the laboratory on file with MDOT.

1.1 Acceptance Sampling and Testing These tests are conducted to approve or accept a product, or combination of materials (systems), by comparing the test results to specification requirements. Acceptance tests are based on a lot or frequency, during the production and/or placement of that product, to ensure specification compliance.

(3) Test Reports. Maintain a file of all process control tests. Provide copies to the Engineer upon request. (4) Acceptance Inspection. Acceptance of aggregate will be based on KDOT and/or Contractor tests at the point of usage unless designated otherwise by the Engineer. Aggregate production will also be …

Aggregate Production Division 3 and Acceptance. 2016 Standard Specifications M 41-10 Page 3-1 Aggregate Production Division 3 and Acceptance 3-01 Production From Quarry and Pit Sites 3-011 Description... Read More. Construction Planning, Equipment, CHAPTER,

DIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION 304.01 This work consists of furnishing and placing one or more courses of aggregate and additives, if required, on a prepared subgrade. MATERIALS 304.02 Aggregate. The aggregates shall meet the requirements of subsection 703.03. Acceptance will be based on random samples taken ...

9.75 mm (3/8") and larger sieves, + 9 percentage points 4.75 mm (No. 4) sieve, + 8 percentage points 2.36 mm (No. 8) sieve, + 7 percentage points 0.300 mm (No. 50) sieve, + 6 percentage points 0.075 mm (No. 200) sieve, + 4 percentage points H. Do not begin production of aggregate base mixes until the Engineer has given written acceptance of ...

DIVISION 300 BASES SECTION 304 AGGREGATE BASE COURSE DESCRIPTION 304.01 This work consists of furnishing and placing one or more courses of aggregate and additives, if required, on a prepared subgrade. MATERIALS 304.02 Aggregate. The aggregates shall meet the requirements of subsection 703.03.

2. Repair uneven or settled subgrade with aggregate base or material approved by the Engineer in accordance with the requirements of Section 02310, Aggregate Base Courses, and Section 02300, Earthwork. 3. Compact subgrade in accordance with the requirements of Section 02310, Aggregate Base Courses, and Section 02300, Earthwork. 4.

Verification (Acceptance) Samples – Verification samples are taken and tested by the Division of Highways to validate the quality of the product. As a general rule, for applicable aggregate items, verification samples are taken at a frequency of approximately 10 percent of …

If ASR testing of the fine aggregate is not available, as described above, the JMF must include replacement of the Portland cement with 25 to 40 percent slag cement or fly ash. Testing of the JMF for resistance to ASR must then be conducted according to Method 3 (ASTM C1567 – …

This preview shows page 1 - 4 out of 23 pages. title 33_01_30.12 cctv inspection of sewer pipelines Division 1 General Requirements Division 2 Earthwork Division 3 Aggregate Production and Acceptance Division 4 Bases Division 5 Surface Treatments and Pavements Division 6 Structures Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers ...

Division 3 Aggregate Production and Acceptance. 3-04 Acceptance of Aggregate. Division 4 Bases. Division 5 Surface Treatments and Pavements. 5-01 Cement Concrete Pavement Rehabilitation. 5-04 Hot Mix Asphalt. 5-05 Cement Concrete Pavement. Division 6 Structures. 6-01 General Requirements for Structures.

Division 1 General Requirements Division 2 Earthwork Division 3 Aggregate Production and Acceptance Division 4 Bases Division 5 Surface Treatments and Pavements Division 6 Structures Division 7 Drainage Structures, Storm Sewers, Sanitary Sewers, Water Mains, and Conduits Division 8 Miscellaneous Construction Division 9 Materials

Acceptance test data (QC data) entered by VDOT Acceptance test data (QC data) entered by Producer Acceptance test data received when picked up by QA Technician at plant Acceptance test data keyed or interfaced to the web portal within 48 hours of sampling QA Technician must review all reports to determine if results are positive or adverse

MP 307.00.50 Guide for Quality Control and Acceptance Plans for Base Course A-27 to A-32 10. MP 601.03.51 Standard Method for Determination of Ā of ... During the production and placement operation of the base course aggregate, our ... 3.3 Each aggregate sample shall …