Laserfiche WebLink
Moisture Density Relationship <br /> Curve No.: DSFF-M <br /> Project No.: 2015 Date: 2-14-16 <br /> Project: Transit Mix,444 E.Costilla <br /> Colorado Springs,CO 80903 <br /> Location: Daniels Sand Pit <br /> Elev./Depth: Stockpile <br /> Remarks: This product was sampled at Daniels Sand Pit by Joanna Newcomer <br /> MATERIAL DESCRiPT10N <br /> Description: Fine Fill <br /> Classifications- USCS: AASHTO: <br /> Nat.Moist.= 7.290 Sp.G.= <br /> Liquid Limit= NV Plasticity Index= NP <br /> %>No.4= 1.60,0 %<No.200= 15.1 % <br /> TEST RESULTS <br /> Maximum dry density= 128.9 pcf <br /> Optimum moisture=8.7°b <br /> 140 Test specification: <br /> ASTN1 D 1557-91 Procedure A Modified <br /> i I <br /> 130 <br /> T <br /> 120 IT 100%SATURATION CURVES <br /> - ——1— _ FOR SPEC, GRAY. EQUAL TO: <br /> 2.8 <br /> 2.7 <br /> 2.6 <br /> a 110 <br /> 0 100 <br /> Do <br /> 90 �' <br /> - F <br /> r <br /> i ! 1 <br /> 80 •• .. <br /> 70 <br /> 0 5 10 15 20 25 30 35 40 <br /> Water content, % <br /> Plate <br /> TRANSIT MIX CONCRETE CO. <br />