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HomeMy WebLinkAbout73331_9326_143-den-aug01 2424 STUTZ DR.  SUITE 400  DALLAS, TX 75235  TEL [214] 350 5600  FAX [214] 350 0019 REPORT OF FIELD DENSITY TESTS Grapevine Building A 3642 Euless-Grapevine Road Grapevine, Texas REPORTED TO: ARCO/Murray 4925 Greenville Ave., Suite 915 Dallas, Texas 75206 ATTN: Mr. Chase Killingsworth REPORT NO. 143 REPORT DATE: 08-12-24 REG PROJECT NO. 25298 TECHNICIAN: B. Reed PAGE: 1 of 1 Proctor No. ASTM Standard Description Optimum Moisture, % Maximum Density, PCF 1 D-698 Brown & reddish brown sandy clay 18.2 105.8 2 D-698 Reddish brown clay w/gray clay & sand 19.4 103.8 Test No. Date Location Depth Below Final S. G. (feet) Pocket Pen (tsf) Field Density (pcf) Field Moisture (%) Proctor ID Compaction Level (%) 1585 08-01-24 Paving: 150’N, 160’E(1) 0.0 3.5 104.4 18.4 2 100.5 1586 Paving: 160’N, 60’E(1) 0.0 3.0 99.8 21.3 2 96.1 1587 Slab leave-out: P.7-4.5 2.0 3.5 99.7 22.4 2 96.0 1588 Slab leave-out: P.7-4.8 2.0 3.25 103.1 21.3 2 99.3 1589 Slab leave-out: Q.3-5.8 2.0 3.0 101.3 21.4 2 97.5 1590 Slab leave-out: Q.3-5.3 2.0 3.5 100.4 18.3 2 96.7 1591 08-02-24 Slab leave-out: A.5-2.2 3.0 3.25 98.4 23.2 2 94.7 1592 Slab leave-out: A.5-3.6 3.0 3.5 99.3 22.4 2 95.6 1593 Slab leave-out: A.5-4.3 3.0 3.25 98.2 24.2 2 94.6 1594 Slab leave-out: A.5-4.9 3.0 3.5 99.1 23.2 2 95.4 1595 Slab leave-out: A.5-4.7 3.0 3.5 98.7 21.4 2 95.0 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from SE building corner. E-Mail Distribution: (2) ARCO/Murray/ Mr. Chase Killingsworth Mr. Brice Jones (2) Pritchard Associates/ Mr. Taylor Wildman Mr. Azra Spahalic (4) City of Grapevine/ Mr. Daniel Steinshouer Mr. Phillip Sedivy Mr. Israel Lozano/ Mrs. Kelly Taft (2) DFW West Logistics One. LLC/ Mr. Bunker Curnes Mr. Tom Curnes Submitted by: REED ENGINEERING GROUP, LTD. Registration Number F-3114 Bill Woolwine Sr. Manager, CMT BW/sp