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First Baptist-LR031022
Tex .s CMT, Inc. Construction Materials Testing and Environmental Consulting 10044 Monroe Drive Dallas, Texas 75229 (214) 352-6957 Fax (214) 352.6972 www .texascmt.com REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 5 (203-0161) Method: ASTM D2922 D3017 D698 Page of 2 Client: First Baptist Church of Coppell Material Description Maximum Optimum Dp/ Moisture Density. Content Project: First Baptist Church of Coppell (Lbs/CuFf) Percent Test Date: October 17, 2003 1. Reddish Brown Clayey Sand 112.6 13.2 2. Dark Bro*~n Sandy Clay 106.1 15.9 Report Date: October 22, 2003 Required Density (%): Min 98% Required Moisture (%): Opt. ±5% Mat LocatioWElevalion (an4/or) Lift In-Place !n-Place Percent Tes* (Lb~ 2~ F0 Cot :e it (%) 2 Interior grade beam 12 D/8 106.7 12.7 100.5 1 West of west eatrance of existing building 13 C.5/11.4 112.3 13.0 99.7 2 Exterior grade beam 14 F/I 1 104.0 13.4 98.0 I Exterior grade beam 15 N/10 114.8 17.8 101.9 1 Interior grade beam 16 K/9-10 113.4 10.3 100.7 1 Interior grade beam 17 L.4/9-10 112.8 16.9 100. I 2 Interior grade beam 18 G/9-10 106.6 18.1 100.4 2 Interior grade beam 19 Hi9-10 104.8 12.6 98.7 6" i Test results meet project specilications TEXAS CMT, INC. DALLAS, TEXAS (214) 352-6957 REPORT OF IN-PLACE DENSITY AND MOISTURE OF SOIL Density Report No. 5 (203-0161) Method: ASTM D2922 D3017 D698 Page 2 of 2 Client: First Baptist Church of Coppell Material Description Maximum Optimum Dry Moisture Density Content Project: First Baptist Church of Coppell (Lbs/CuFt) Percent Test f)ate: October 17, 2003 I. Reddish Brown C ayey Sand 112.6 13.2 2. Dark Brown Sandy Clay 106.1 15.9 Report Date: October 22, 2003 Required Density (%): Min 98% Required Moisture (%): Opt. ±5% Mat Location/Elevation (and.~or) Lib In-Place In-Place Percent No. Dry Density Moisture Compaction Test (Lbs/CuFt) Content (%) Probe Depth 2 Exterior grade beam 20 N/8 108.8 20.5 102.5 1 Plumbing backfill 21 ~,'9 112.8 i 13.2 100.1 1 Plumbing backfill 22 C.5/9 117.8 13.5 104.6 1 Elevator Pit 23 B/10 114.3 15.1 101.5 I Electrical backfill 24 H/7 113.6 17.5 100.8 1 1 L~ft - Interior grade beam - upper level 25 6.5/L 114.4 13.9 101.5 2 2"a Lift - Interior grade beam - upper level 26 6.5/E 109.7 13.3 103.3 1 Interior grade beam - upper level 27 G.5/5 114.6 13.7 101.7 2 Exterior grade beam - upper level 28 F/3 106.7 13.6 100.5 Test results meet project specifications cc: Mr. J. W. Bales, c/o Karen White - First Baptist Church of Coppel[ Mr. Jim Stewart - Il It Aschitects Mr. James Starling (2) - Starling-Richardson Construction Mr. W. Sloven Price - Datum Engineers