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Fairfield Inn-LR170206
FIELD DENSITY TEST REPORT Report Number: 941611 I2A022 Service Date: 02/03/17 Report Date: 02/06/17 Client Northpoint: Construction Attn: DilipPranav 8530 Esters Blvd. Irving, TX 75063 1 rerracon 8901 Carpenter FwySte 100 Dallas, TX 75247-4547 Project Fairfield Inn - Coppell TX Northpoint Dr at 811 121 Coppell, TX 113 Location #1; see. attached sketch T BFG 1 6 118.6 23.2 24.3 95.4 114 .Location #1, see attached sketch 2' BFG 1 6 118.2 23.2 24.4 115 Location #I; see attached sketch l' BFG I 6 95.0 116 Location #1, see attached sketch FG 1 119.4 23.1 24.0 96.3 117 Location #2, see attached sketch 3' BFG 1 6 119.2 22,9 23.0 95.9 6 117.5: 22:5 23.7 95.0 118. Location 112, see attached sketch 2' BFG I 6 119.9. 23.8 24•.8 96.1 119 Location #2, see attached sketch 1' BFG 1 6 118.1 23.3 24.6 94.8 120 Location #2, see attached sketch FG 1 6 119.1 21,8 22.4 97.3 8" Water Line Excavation Backfill 121 Location#1, see attached sketch 122 Location #I, see attached sketch 123 Location #I, see attached sketch 124 Location #2, see attached sketch 125 Location 112, see attached sketch 126 Location #2, see attached sketch FG = on 96 96 97 98 96 97 96 98 2''BFG Pro'ect Number: 94161112 119.2 22.8 Material Information 96.4 97 1' BFG 1 6 117.2 21.9 33.0 Lab Test Data Project Requirements FG 1 6 Optimum 21.4 22.7 94.3 Mat. Proctor 2' BFG Water Max. Lab Water 22.8 No. Ref.' No. Classification and. Description Laboratory Test Method Content Density Content Compaction 1 X94161112.0003 Dark'brown clay ASTM D698' (%) 21.0 (pef) (%) (%) 22.5 23.7 95.1 99:1 Opt./ +4 95 Field Test Data his report meetproJect requirements as noted shave. Test Lift/ Mat. No. Probe Wet Depth Density Water Content Water Content Dry Density Percent Compaction Test Location Elev. No. (in) (pet). (pct) (% (Pel) (%) 8" Water Line Potholing. 113 Location #1; see. attached sketch T BFG 1 6 118.6 23.2 24.3 95.4 114 .Location #1, see attached sketch 2' BFG 1 6 118.2 23.2 24.4 115 Location #I; see attached sketch l' BFG I 6 95.0 116 Location #1, see attached sketch FG 1 119.4 23.1 24.0 96.3 117 Location #2, see attached sketch 3' BFG 1 6 119.2 22,9 23.0 95.9 6 117.5: 22:5 23.7 95.0 118. Location 112, see attached sketch 2' BFG I 6 119.9. 23.8 24•.8 96.1 119 Location #2, see attached sketch 1' BFG 1 6 118.1 23.3 24.6 94.8 120 Location #2, see attached sketch FG 1 6 119.1 21,8 22.4 97.3 8" Water Line Excavation Backfill 121 Location#1, see attached sketch 122 Location #I, see attached sketch 123 Location #I, see attached sketch 124 Location #2, see attached sketch 125 Location 112, see attached sketch 126 Location #2, see attached sketch FG = on 96 96 97 98 96 97 96 98 2''BFG 1 6 119.2 22.8 23.6 96.4 97 1' BFG 1 6 117.2 21.9 33.0 95.3 96 FG 1 6 115.7 21.4 22.7 94.3 95 2' BFG 1 6 116.4 21.6 22.8 94.8 96 I' BFG 1 6, 117,8 22.8 24.0 95.0 96 FG 1 6 117.6 22.5 23.7 95.1 96 grade Serial No: 31787 his report meetproJect requirements as noted shave. Services: Perform in-place density and moisture content tests to determine degree of compaction and material moisture condition. TerraconRep.: Martinez, Andres. Reported To: Contractor Contractor: Report Distribution: (q Northpoint Construction; Dilip Pranav (1)I(cnca1kcy lnicrests LLC; Jeremy Ikrkk° Reviewed By: i (p./� � iNonhpoinl Constmdion, lomic 09,1m� T�+-a A rSPRr Senior Project Materials Engineer Test Methods: ASTM D6938 The tests were performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report Is exclusively for the use of the client Indicated above and shall not be reproduced except In full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or Identical materials. Cnoe01,u.16.12:xrv.7 Page I of I