FIELD SAMPLING AND TESTING MANUAL

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SECTION 200 TABLE OF CONTENTS

SECTION 203 EXCAVATION AND EMBANKMENT 203 Description 203.1 Acceptance Samples and Tests 203.2 Independent Assurance Samples and Tests

SECTION 210 STRUCTURAL EXCAVATION, STRUCTURAL FILL, AND

FOUNDATION PREPARATION 210 Description 210.1 Acceptance Samples and Tests 210.2 Independent Assurance Samples and Tests SECTION 230 RESHAPING ROADWAY AND SUBGRADE PREPARATION 230 Description 230.1 Acceptance Samples and Tests 230.2 Independent Assurance Samples and Tests SECTION 234 STABILIZED SUBGRADE 234 Description 234.1 Acceptance Samples and Tests 234.2 Independent Assurance Samples and Tests FORMS DOT 13942 Conversion Chart for Speedy Tester SFN 2454 Density Test Worksheet Volume Measure SFN 9987 Aggregate Sample Worksheet SFN 10063 Moisture-Density Relationship Tests SFN 13889 Project Records Samples/Tests Report SFN 59724 Sand Cone Correction Factor SFN 59725 Density Test Worksheet Sand Cone Method All test procedures used within and referred to in the section can be found under Testing Procedures of this manual. The test procedures are listed in the following order: AASHTO, ASTM, and NDDOT. Any modifications will be listed at the beginning of each test procedure. Blank copies of the forms referred to in the section will be found numerically at the end of the section. The most current edition of these forms should be used. These forms are found on the NDDOT internet website, or you may duplicate the ones behind each section.

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SECTION 203

EXCAVATION AND EMBANKMENT

203 DESCRIPTION

This work consists of excavation, haul, placement and compaction of embankment, and disposal, if necessary, of material encountered within the limits of work necessary for construction of the roadway. Excavation in this section will be classified as "Common Excavation," "Rock Excavation," "Muck Excavation," or "Borrow".

203.1 ACCEPTANCE SAMPLES AND TESTS

Field Laboratory Testing: The Engineer or Representative conducts a minimum of one moisture and density test, including a proctor test, of each compacted lift per 1500 feet of roadway. Conduct tests according to AASHTO T 217, Determination of Moisture in Soil by Means of Calcium Carbide Gas Pressure Moisture Tester (Speedy),* ASTM D 2167, Density and Unit Weight of Soil in Place by the Rubber-Balloon Method, AASHTO T 191, Density of Soil In-Place by the Sand Cone Method, and AASHTO T 99 or T 180, Moisture-Density Relations of Soils. Record information on the following forms: SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method, and SFN 10063, Moisture-Density Relationship Tests.

Take additional tests at locations as directed by the Engineer or Representative, such as, mainline culvert installations, etc. Compare the results derived from these tests to the curves developed from proctor testing according to AASHTO T 99 or T 180, Moisture-Density Relations of Soils, or the one-point curve chart. Record information on SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method.

Establish a new compaction curve for each change of soil type encountered in the embankment. Determine the moisture-density relationship for each change of soil type by either the five-point proctor test or the one-point proctor test. Test according to AASHTO T 99 or T 180, Moisture-Density Relations of Soils, or the one-point curve chart. Record information on SFN 10063, Moisture-Density Relationship Tests. Compare the data developed from this testing to the results of the in-place moisture-density testing. Transfer the results to SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method.

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203.2 INDEPENDENT ASSURANCE (IA) SAMPLES AND TESTS

District Laboratory Testing: The District Materials Coordinator or Representative conducts a minimum of one moisture and density test, including a proctor test, for each three miles of roadway, or a minimum of one test per 200,000 cubic yards. The moisture test is conducted according to AASHTO T 217, Determination of Moisture in Soil by Means of Calcium Carbide Gas Pressure Moisture Tester (Speedy).* The density test is conducted according to ASTM D 2167, Density and Unit Weight of Soil in Place by the Rubber-Balloon Method, or AASHTO T 191, Density of Soil In-Place by the Sand Cone Method. The proctor test is conducted according to AASHTO T 99 or T 180 Moisture-Density Relations of Soils. Record information on SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method, and SFN 10063, Moisture-Density Relationship Tests.

Take one random width measurement for each three miles between the shoulder lines. No width measurement is required for a length less than one mile. Record on SFN 13889, Project Records Samples/Tests Report. If an NHS system project, submit a copy of SFN 13889, Project Records Samples/Test Reports, to the FHWA at the completion of the project.

Field applications typically require the use of the Speedy to determine soils moisture content, but it may be practical to use AASHTO T 265, Laboratory Determination of Moisture Content, or ASTM D 4643, Microwave Method of Drying Soils, in its place. However, acceptance testing and Independent Assurance (IA) testing must be completed using the same soils moisture determination method.

Materials and Research Division Testing: No specified number of tests is required. The Materials and Research Division will perform moisture-density relationship tests according to AASHTO T 99 or T 180, Moisture-Density Relations of Soils, if requested to do so by the District Materials Coordinator.

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SECTION 210

STRUCTURAL EXCAVATION, STRUCTURAL FILL, AND FOUNDATION PREPARATION

210 DESCRIPTION

Structural excavation consists of the excavation and ordinary backfill required for installation of box culverts and bridges.

Structural fill shall consist of furnishing and placing select backfill material as shown on the Plans or as otherwise directed.

Foundation preparation consists of site preparation for installation of a box culvert or bridge.

210.1 ACCEPTANCE SAMPLES AND TESTS

Field or District Laboratory Testing: The Engineer, or Representative, must obtain one aggregate sample for sieve analysis of select backfill or foundation fill for every 2,500 cubic yards or fraction thereof. The samples shall be obtained from the point of placement, according to AASHTO T 2, Sampling of Aggregates, and tested according to AASHTO T 27, Sieve Analysis of Fine and Coarse Aggregates. Compute the sieve analysis results on SFN 9987, Aggregate Sample Worksheet. If moisture and density control is required, material shall be tested according to Section 714.2 of the Field Sampling and Testing Manual.

210.2 INDEPENDENT ASSURANCE SAMPLES AND TESTS

District Laboratory Testing: The District Materials Coordinator or Representative must obtain one aggregate sample for sieve analysis of select backfill or foundation fill, per project. The samples are obtained according to AASHTO T 2, Sampling of Aggregates, and tested according to AASHTO T 27, Sieve Analysis of Fine and Coarse Aggregates. Compute the sieve analysis results on SFN 9987, Aggregate Sample Worksheet. Materials and Research Division Testing: No specified number of tests is required.

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SECTION 230

RESHAPING ROADWAY AND SUBGRADE PREPARATION

230 DESCRIPTION

This work consists of scarifying, shaping, compacting, and maintaining the subgrade, or reshaping an existing roadway before constructing a base, or surface course.

230.1 ACCEPTANCE SAMPLES AND TESTS

Field Laboratory Testing: The Engineer or Representative conducts a minimum of one moisture and density test for each compacted lift per 1500 feet of roadway. Conduct moisture test according to AASHTO T 217, Determination of Moisture in Soil by Means of Calcium Carbide Gas Pressure Moisture Tester (Speedy).* Conduct the density test according to ASTM D 2167, Density and Unit Weight of Soil in Place by the Rubber-Balloon Method, or AASHTO T 191, Density of Soil In-Place by Sand-Cone Method. Record information on SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method. Conduct additional tests at locations as directed by the Engineer or Representative.

If work consists of embankment widening, then testing shall be conducted on each side of roadway or embankment that is widened. Each widened portion shall be considered a separate roadway.

230.2 INDEPENDENT ASSURANCE (IA) SAMPLES AND TESTS

District Laboratory Testing: The District Materials Coordinator or Representative conducts a minimum of one moisture and density test, including a proctor test, for each three miles of roadway. Conduct these tests according to AASHTO T 217, Determination of Moisture in Soil by Means of Calcium Carbide Gas Pressure Moisture Tester (Speedy),* ASTM D 2167, Density and Unit Weight of Soil in Place by the Rubber-Balloon Method, or AASHTO T 191, Density of Soil In-Place by Sand-Cone Method, and AASHTO T 99 or T 180, Moisture-Density Relations of Soils. Record information on SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method, and SFN 10063, Moisture-Density Relationship Test.

For Type C subgrade preparation, perform proctor tests for each soil change encountered with a minimum of one test for every three miles of roadway.

Frequency of testing shall not differ when conducting embankment widening.

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Field applications typically require the use of the Speedy to determine soils moisture content, but it may be practical to use AASHTO T 265, Laboratory Determination of Moisture Content, or ASTM D 4643, Microwave Method of Drying Soils, in its place. However, acceptance testing and Independent Assurance (IA) testing must be completed using the same soils moisture determination method.

Materials and Research Division Testing: No specified number of tests is required. The Materials and Research Division will perform moisture-density relationship tests according to AASHTO T 99 or T 180, Moisture-Density Relations of Soils, if requested to do so by the District Materials Coordinator.

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SECTION 234

STABILIZED SUBGRADE 234 DESCRIPTION

This work consists of treating the top layer of subgrade with lime or lime-fly ash.

234.1 ACCEPTANCE SAMPLES AND TESTS

Field Laboratory Testing: The Engineer or Representative conducts moisture-density relationship tests for all soil types encountered on the project after the complete mixing of the lime and/or fly ash with the soil.

Conduct a minimum of one moisture and density test for every 1500 feet, or fraction thereof. Perform the moisture-density relationship tests, proctor, and all related density tests on the same day.

The Engineer or Representative conducts a minimum of one moisture and one density test, including a proctor test, for every 1500 feet of roadway. Conduct tests according to AASHTO T 217, Determination of Moisture in Soil by Means of Calcium Carbide Gas Pressure Moisture Tester (Speedy),* ASTM D 2167, Density and Unit Weight of Soil in Place by the Rubber-Balloon Method, or AASHTO T 191, Density of Soil In-Place by Sand-Cone Method, and AASHTO T 99 or T 180, Moisture-Density Relations of Soils. Record information on SFN 2454, Density Test Worksheet Volume Measure, or SFN 59725, Density Test Worksheet Sand Cone Method, and SFN 10063, Moisture-Density Relationship Tests.

234.2 INDEPENDENT ASSURANCE (IA) SAMPLES AND TESTS

District Laboratory Testing: The District Materials Coordinator or Representative conducts a minimum of one moisture and density test, including a proctor test, for each three miles of roadway. Stagger the test locations on a four-lane facility. Complete the proctor and density tests on the same day. Conduct tests according to AASHTO T 217, Determination of Moisture in Soil by Means of Calcium Carbide Gas Pressure Moisture Tester (Speedy),* ASTM D 2167, Density and Unit Weight of Soil in Place by the Rubber-Balloon Method, or AASHTO T 191, Density of Soil In-Place by Sand-Cone Method, and AASHTO T 99 or T 180, Moisture-Density Relations of Soils. Record the information on SFN 2454, Density Test Worksheet - Volume Measure, or SFN 59725, Density Test Worksheet - Sand Cone Method, and SFN 10063, Moisture-Density Relationship Test.

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The District Materials Coordinator or Representative performs one random width and depth check for each two miles of roadway, or fraction thereof. Record results on SFN 13889, Project Records Samples/Tests Reports. If an NHS system project, submit a copy of SFN 13889, Project Records Samples/Test Reports, to the FHWA at the completion of the project.

Field applications typically require the use of the Speedy to determine soils moisture content, but it may be practical to use AASHTO T 265, Laboratory Determination of Moisture Content, or ASTM D 4643, Microwave Method of Drying Soils, in its place. However, acceptance testing and Independent Assurance (IA) testing must be completed using the same soils moisture determination method.

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