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ST9902-LR131011 (2)TEXAS DEPARTMENT OF TRANSPORTATION Moisture -Density Relations of Base Material & Sand or Subgrade & Embankment Soils Tex-1 13-E or Tex-1 14-E SAMPLE ID: C13 -0634 SAMPLED DATE: 10/11/2013 TEST NUMBER: Dry D-ly - 2AV • M.D Dal. - - -- - Poly. (WD Dal.) LETTING DATE: SAMPLE STATUS: ... ___ _. _.. .__... _.._._......__i ,..__. - - 1�•�`- .....' ._.. )� - -- 11 - } - ,t. f w �- - -- - W 0.9992 CONTROLLING CSJ: 1 COUNTY: 2 SPEC YEAR: 2004 SAMPLED BY: Duce Roberts SPEC ITEM: 17.69 SAMPLE LOCATION: East of Abutment #4 SPECIAL PROVISION: 0.7076 MATERIAL CODE: 36.24 GRADE: 36.88 MATERIAL NAME: Crushed Concrete PRODUCER: 19.41 AREA ENGINEERJ PROJECT MANAGER: COURSE \LIFT: I STATION:1 I DIST. FROM CL: SCA Energy Data Lift 1: Lift 2: Lift 3: Lift 4: SCA Drop Data Lift 1: Lift 2: Lift 3; Lift 4: confined Strength Data (psi): Percent Strain ( %): Max Density, (pcf); Max Densitv. fka /m3), Moisture - Density Work Sheet 666 2 3 4 125 124 123 122 121 120 119 118 117 = 11s � g @ 114 113 112 110 109 108 107 106 105 Dry D-ly - 2AV • M.D Dal. - - -- - Poly. (WD Dal.) 1305 2.61 ... ___ _. _.. .__... _.._._......__i ,..__. - - 1�•�`- .....' ._.. )� - -- 11 - } - ,t. f w �- - -- - W 0.9992 8.5 1 1 2 3_ 4 17.69 17.691 17.69 17.69 0.1769 0.3538 0.5307 0.7076 35.68 36.24 38.24 36.88 19.41 19.41 19.41 19.41 16.27 16.83 18.83 17.47 8.25 7.9 8.5 8.21 0.0164 0.0164 0.0164 0.01641 0.1353 0.12956 0.1394 0.1346441 120.25 129.90 135.08 129.75 19.64 20.4 21.48 20.85 18.23 18.77 19.48 18.7 3.4 3.42 3.59 3.4 14.83 15.35 15.89 15.3 1.41 1.63 2 2.15 9.51 10.62 12.59 14.05 109.81 117.43 119.98 113.77 119.06 127.35 131.15 124.76 Total Energy (lb-ft) Energy/ Lift (lb -ft) Total Energy lb-ft Energy/ Lift (lb -ft) Total Energy (lb-ft Energy/ Lift (lb -ft) Total Energy (lb-ft) Energy/ Lift (lb -ft) vg. Drop Ht. in Blows Avg. Drop Ht. in Blows Avg. Drop Ht. in Blows Avg. Drop Ht. (in) Blows 5 7 9 11 13 15 11 19 21 23 Moisture Content (%)