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- 22-1.02 MATERIALS Not Used 22-1.03 CONSTRUCTION
- 22-1.04 PAYMENT Not Used DIVISION IV SUBBASES AND BASES
- 23-1.04 PAYMENT Not Used 23-2–23-7 RESERVED 24 STABILIZED SOILS 24-1 GENERAL 24-1.01 GENERAL
- 24-1.01D Quality Assurance
- 24-1.01D(2)(c) Mixing Except for clods larger than 1 inch, randomly test the adequacy of the mixing with a phenolphthalein pH indicator solution. 24-1.01D(2)(d) Compaction
- 24-1.01D(3) Department Acceptance
21-2.04 PAYMENTThe payment quantity for bid items paid for by area is the area measured parallel to the ground surface except overlaps. The payment quantity for bid items paid for by length is the length measured parallel to the ground surface except overlaps. A move-in followed by a move-out counts as 1 measurement unit. The Department does not adjust the unit price for an increase or decrease in the move-in/move-out quantity. Local topsoil is paid for as roadway excavation. The payment quantity for imported topsoil paid for by volume is the volume measured in the vehicle at the point of delivery.
22-1.01 GENERALSection 22 includes specifications for finishing the roadway. Perform finishing activities after completing all other construction activities. 22-1.02 MATERIALSNot Used 22-1.03 CONSTRUCTIONTrim and shape graded areas without surfacing to smooth and uniform cross sections and slopes: 1. Between edge of shoulder and hinge point of slopes 2. At medians
Trim slopes of gutters without lining or surfacing to the required grade and cross section. Do not stockpile material on finished pavement or allow material to drift across pavement. Clean finished pavement of dirt and foreign material. Clear debris and obstructions from ditches and channels constructed under the Contract. Clean out sewers, culverts, and other drainage facilities and appurtenant structures constructed under the Contract. Remove debris and excess material adjacent to culverts, headwalls and endwalls, bridge ends, poles, posts, trees, or other objects and leave in a neat and orderly condition. Remove from slopes any exposed material that might become loose such as rocks and roots. Remove loose rock larger than 2-1/2 inches in maximum dimension from: 1. Between the edge of shoulder and hinge point of slopes 2. Medians 3. Finished roadbed
22-1.04 PAYMENTNot Used DIVISION IV SUBBASES AND BASES 23 GENERAL 23-1 GENERAL 23-1.01 GENERALSection 23 includes general specifications for constructing subbases and bases. 23-1.02 MATERIALSNot Used 23-1.03 CONSTRUCTIONNot Used 23-1.04 PAYMENTNot Used 23-2–23-7 RESERVED 24 STABILIZED SOILS 24-1 GENERAL 24-1.01 GENERAL24-1.01A SummarySection 24-1 includes general specifications for stabilizing soils. 24-1.01B Definitionsstabilizing agent: Material added to improve strength and durability of the basement material. 24-1.01C Submittals24-1.01C(1) GeneralAt least 15 days before starting soil stabilization activities submit the name of the laboratory you will use for QC tests. The laboratory must be qualified under the Department's Independent Assurance Program. Before performing QC sampling and testing, submit the time and location the sampling and testing will occur. Submit QC testing results within 24 hours of receiving the results. Submit a certificate of compliance with the stabilizing agent samples that includes a statement certifying the stabilizing agent furnished is the same as on the Authorized Material Source List for the stabilizing agent specified. Submit a weighmaster certificate for stabilizing agent remaining on hand after completion of the work. 24-1.01C(2) SamplesFrom 30 to 180 days before use, submit one 10 lb sample of each stabilizing agent proposed and from each source. Submit stabilizing agents in airtight containers. Mark the sample date on the container. Include the SDS. 24-1.01D Quality Assurance24-1.01D(1) GeneralIf requested, perform QC testing in the presence of the Engineer. If required, construct test strips with materials, tools, equipment, and methods you will use in the work. 24-1.01D(2) Quality Control24-1.01D(2)(a) GeneralReserved 24-1.01D(2)(b) Preparing Basement MaterialAfter preparing an area for soil stabilization, verify the surface grades. 24-1.01D(2)(c) MixingExcept for clods larger than 1 inch, randomly test the adequacy of the mixing with a phenolphthalein pH indicator solution. 24-1.01D(2)(d) CompactionConstruct test pads for compaction tests by scraping away material to the depth ordered. If a compaction test fails, corrective action must include the layers of material already placed above the test pad elevation. 24-1.01D(3) Department AcceptanceStabilized soil acceptance is based on: 1. Visual inspection 2. Compliance with the requirements shown in the following table:
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