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HomeMy WebLinkAboutASPHALT REPORT - 21-00191 - Summerfield Phase 9 - W 690 S - PlatClient Date Sampled Date Complete Address Sample No.Date Submitted Project Name Submitted by Lab. Number Project No.Loc. of Sample Core #2 3 Top 4 Top 4 Bottom 1632.1 In Water 1631.5 SSD 387.60 Air Dry 0.05 % Comp Wt. Original Sample 1590.4 3009.6 4600.0 4513.8 Specs Wt Extacted Dry Agg.1504.2 100 Wt. Extracted Asphalt 86.2 90-100 % Extracted Asphalt 5.42 76-90 0.05 0.25 31-41 % Corrected Asphalt 5.12 5.2 plus/minus .4% 4.3-8.3 REMARKS Ncat correction factor from the mix design was used. Technician Project Manager . Eric Gunnarson Target Asphalt Content Specs Cameron Lott 93.85719984 5/10/22 STA 4+00, 300 Tons, 11:38 AM 1 EKG 75.8 65.2 44.6 15.7 6.1 19 15 11 1221.2 1274.0 1338.1 1400.1 1411.8 #30 6.993.1 89.0 84.7 81.2 #50 #100 #200 Pan Wt. Of pan & Trays 980.3Correction Factor 3/4"0 Wt. Retained #4 AGGREGATE GRADATION 1/2" 3/8" 35 84 55 91.7 235.5 671.5 241139.8 Depatco St. Anthony, ID Summerfield Div 9 01-21-0922-001-0005 5/10/22 5/13/22 22-25 Wet + Tare Sieve Size Wt. Of Pan, Trays & Sample before burn Wt of Pan, Trays & Sample after burn Mix Gmm MOISTURE CONTENT CLASS A/B ASPHALT IGNITION EXTRACTION, & GRADATION (ASTM D-6307) Dry + Tare Tare Asphalt Cores 1 3 bottom % Moisture % Retained 0 % Passing 100 % Moisture EXTRACTION OF ASPHALT #8 #16 Gmb 94 Form #022 Revised 3-23-04