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ASTM/AASHTO Compaction Test <br /> Procedure Designation: ASTM D698(Standard) <br /> SARE INC. Method: C <br /> 7 Rock Corrected Values <br /> ceotecnnicaren8rneen&conmuedon.Varer;al5con5„rrano Laboratory Maximum Dry Unit Weight(Density): 130.3 138.9 pcf <br /> Laboratory Optimum Moisture Content(OMC): 8.9 6.6 0/0 <br /> Corrected for 29.4% Gravel retained on 3/4" sieve per ASTM D4718 <br /> Bulk Specific Gravity (Dry) 2.65 Absorption (%) 0.9 <br /> 140.0 <br /> LL 135.0 -- —r--t --- <br /> .. - <br /> z 130.0 _ <br /> - - - -- <br /> Zero Air Void Curves- <br /> - Curves of 100% Saturation for <br /> _ — -- Sp.G. Equal to: — <br /> _ 2.55, 2.60, 2 65, 2.70 2.75, 2.80 '__ <br /> 3125.0 <br /> r <br /> z <br /> G 120.0 <br /> --- —. <br /> 8.9 <br /> 115.0 <br /> 0.0 5.0 10.0 15.0 20.0 <br /> WATER CONTENT- PERCENT OF DRY MASS <br /> Sample Location Elev. or LL FL PI -#200, Soil Description&Classification Moisture/Density Relationship(Proctor)Test <br /> Depth,ft 0/0 <br /> Morrison Quarry NV NP NP 13 GRAVEL, sandy, with Project Number 20.075, Northern Colorado Constructors <br /> Visual: silt, brown Project Name: Aggregate Industries Haul Road <br /> AASHTO: A-1-b(0) Drawn By: A. Wright Tested by: E. Van Bemmel <br /> (GM) Silty gravel w Checked By: E. Arndt Date: 17-Mar-20 <br /> L— Fun: ith sand Date: 18-Mar-20 Lab ID Number: 202404 <br /> Corporate: 7108 South Alton Way,Building B•Centennial,Colorado 80112 <br /> Proctor with Rock Correction 202404 Phone 303-220-0300•www.cesareinc.com Rev.3130112 <br />