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SAMPLE NO.: SO.3309 SAMPLE DATE: Not Mdicated <br />SAMPLE LOCATION: 8-7 8-1 @ 1-5'TEST DATE:8/14/2015 <br />SAMPLE DESCRIPTION:Olive Brown Sandy Clay <br />LABORATORY TEST DATA <br />TEST SPECIMEN 1 2 3 4 5 <br />A COMPACTOR PRESSURE 200 200 200 [PSI] <br />B INITIAL MOISTURE 10.8 10.8 10.8 [%] <br />C BATCH SOIL WEIGHT 1200 1200 1200 [G] <br />D WATER ADDED 60 48 36 [ML] <br />E WATER ADDED (D*(100+B)/C)5.5 4.4 3.3 [%] <br />F COMPACTION MOISTURE (B+E)16.4 15.3 14.2 [%] <br />G MOLD WEIGHT 2101.9 2069.7 2068.4 [G] <br />H TOTAL BRIQUETTE WEIGHT 3302.6 3262.1 3271.4 [G] <br />1 NET BRIQUETTE WEIGHT (H-G)1200.7 1192.4 1203.0 [G] <br />J BRIQUETTE HEIGHT 2.56 2.55 2.53 [IN] <br />K DRY DENSITY (30.3*I/((100+F)*J)) 1 <br />L EXUDATION LOAD <br />M EXUDATION PRESSURE (U12.54) <br />N STABILOMETER AT 1000 LBS <br />O STABILOMETER AT 2000 LBS <br />P DISPLACEMENT FOR 100 PSI <br />Q R VALUE BY STABILOMETER <br />R CORRECTED R-VALUE (See Fig. 14) <br />S EXPANSION DIAL READING 0.0011 0.0013 0.0024 [IN] <br />T EXPANSION PRESSURE (S'43,300) 48 56 104 [PSF] <br />22.1 122.9 126.2 [PCF] <br />!330 3330 4720 [LB] <br />186 266 376 [PSI] <br />55 31 25 [PSI] <br />114 100 80 [PSI] <br />3.86 3.61 3.51 [Turns] <br />21 29 42 <br />21 29 42 <br />R-VALUE BY EXUDATION: 34 <br />INITIAL MOISTURE (% <br />Wet & Tare: 322.6 <br />Dry & Tare: 299.9 <br />Tare:90.5 <br />Moisture:10.8 <br />GROUP GROUP DELTA CONSULTANTS <br />1320 South Simpson Circle <br />Anaheim, CA 92806 <br />(714) 660-7500 office R-VALUE TEST RESULTS <br />DELTA (714) 660-7550 fix <br />Project Name: Broadstone Heritage <br />Project No. LA-1248A <br />FIGURE 1.1