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HomeMy WebLinkAbout10-039 Proctor Curve #5 Test specification: Project: Project No. Client: Remarks: MATERIAL DESCRIPTION Depth USCS AASHTO Moist. No.200 % > % < Sp.G. LL PI Elev/Classification Nat. MOISTURE-DENSITY RELATIONSHIP TEST Dry density, pcf Water content, % 126.5 129.0 131.5 134.0 136.5 139.0 0 2 4 6 8 10 12 ZAV for Sp.G. = 2.7 5 Curve #5. 3 inch minus. Import from Lafarge. 10-039 Town of Vail GRAVEL, Sandy GP A-1-a 0.3% NV NP 36.0 4 ASTM D 698-00a Method C Standard Lionshead Transit Center, Vail, Colorado Fig. MOISTURE-DENSITY RELATIONSHIP TEST KOECHLEIN CONSULTING ENGINEERS Location: Lionshead Transit Center, Vail, Colorado TEST RESULTS 3/4 in. Optimum moisture = 7.3 % Maximum dry density = 135.9 pcf