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0 <br />0 <br />0 <br />a <br />Sand Cone <br />Gradation Testing ( See Notes 2 & 3 ) <br />* Specified Density <br />SALT Schedule <br />GRADING AND <br />Material Type Spec.* <br />Aggregate Surfacing 2118 <br />2211.5 <br />Aggregate Base <br />2211 <br />2211.5 <br />Shoulder Base 2221 <br />Aggregate 2211.5 <br />Drainable Aggregate 2212 <br />Base (OGAB & DSB) 3136 <br />Granular and Select <br />Granular Material 3149.2E <br />(borrow/embankment) <br />Stabilizing Aggregate 3149.2C <br />Reclamation 3135.2E <br />FDR & SFDR 2215.2C <br />Granular Filter <br />Backfill Materials <br />Granular Bedding <br />Aggregate Bedding <br />Coarse Filter Agg. <br />Filter Aggregate <br />Sand Cover <br />Non -Granular <br />Material per 2105.3F <br />Non -Granular <br />Material per 2105.3F <br />Aggregate Base <br />Shoulder Base <br />Aggregate <br />Reclamation 3135.2E <br />FDR & SFDR 2215.2C <br />Granular Materials <br />Subgrade <br />Preparation (for <br />materials meeting <br />3149.2131) <br />3601.2B <br />3149.2D <br />3149.2F <br />3149.2G <br />3149.2H <br />3149.2J <br />3149.2K <br />2105 <br />2106 <br />3149 <br />of Materials Control - Local Government Agency <br />BASE CONSTRUCTION ITEMS 1 of 3 <br />Minimum Required Agency Acceptance Testing <br />- QA <br />Total quantity less than 4000 tons (2200 cy-cv) = 1 <br />gradation/1,000 tons (550 cy.cv) or less, determine <br />compliance to individual results (table 2211-5). Total <br />quantity greater than 4,000 tons (2200 cy-cv), divide <br />the total quantity by 10,000, roundup to the next <br />whole number to determine the number of lots. Each <br />lot is divide into 4 equal sublots, randomly sample <br />each sublot. Determine individual results and sublot <br />averages for compliance (Table 2211-4 & 2211-5) <br />1/40,000 Cubic Yards - Compacted Volume - CV <br />1/day <br />1/ source <br />1 per major soil, subgrade preparation specified <br />density requires 100% of proctor density. <br />QC Testing I Lab <br />Rates Sample <br />1 / 1,000 tons <br />stockpile <br />gradation only <br />required for <br />materials on <br />hand. Spec <br />1906.2 <br />1/10,000 CY - <br />req'd for mat'I <br />on hand, Spec <br />1906.2 <br />1/6,000 yd2 & <br />depth check <br />See Note 4 <br />1/source <br />30 Ib. <br />1/source <br />30 Ib. <br />None <br />1/source - 1/source <br />before delivery 30 Ib. <br />on the project. <br />None <br />1 sample <br />25 Ib. <br />AGENCY TESTING: Roadway Embankment: One test per 4,000 yd3 (CV) or <br />if test rolled, One test per 8,000 vd3 (CV), Transverse culverts & Abutments: <br />1 test per every 2 feet of fill per 250' of trench length. <br />Structures Trenches: One test/500 feet of each structure length at various <br />depths. Subgrade Preparation: One per 25 road stations. <br />3138 1 DCP tests per 500 yd3 (CV) or 1 per 900 Tons. If <br />2211.3C test rolled, 1 test / 1,000 yd3 (CV) or 1,800 Tons. <br />1 DCP test per 3,000 yd2 <br />None None <br />AGENCY TESTING: Roadway Embankment: One test per 2,000 yd3 (CV) or <br />if test rolled, One test per 4,000 vd3 (CV), Transverse culverts & Abutments: <br />3149.2E 1 test per every 5 feet of fill per 250' of trench length. <br />Structures Trenches: One test/500 feet of each structure length at various <br />depths. Subgrade Preparation: One per 25 road stations. <br />The Grading and Base Manual allows the nuclear density Gauge, see pages 60 and 65. <br />2017 <br />