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HomeMy WebLinkAbout73358_9338_153-den-aug12 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. 153 REPORT DATE: 08-19-24 REG PROJECT NO. 25298 TECHNICIAN: B. Reed PAGE: 1 of 2 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 (%) 1623 08-12-24 Slab leave-out: Q.3-1.4 0.0 3.5 98.7 18.3 2 95.0 1624 Slab leave-out: Q.3-2.4 0.0 3.25 99.2 19.0 2 95.5 1625 Slab leave-out: Q.3-3.3 0.0 3.25 99.8 19.5 2 96.1 1626 Slab leave-out: Q.3-5.1 0.0 3.5 99.7 18.7 2 96.0 1627 Slab leave-out: Q.3-5.8 0.0 3.25 99.6 20.1 2 96.0 1628 Paving: 30’N, 15’E(1) 0.0 3.5 103.4 20.3 1 97.6 1629 Paving: 30’N, 55’E(1) 0.0 3.0 104.5 18.4 1 98.7 1630 Paving: 30’N, 100’E(1) 0.0 3.0 101.7 20.2 1 96.0 1631 Paving: 30’N, 120’E(1) 0.0 3.25 102.4 20.1 1 96.7 1632 Paving: 30”n, 140’E(1) 0.0 3.25 103.5 18.5 1 97.8 1633 08-13-24 Paving: 35’S, 15’W(2) 0.0 3.5 101.6 20.3 1 96.0 1634 Paving: 60’S, 15’W(2) 0.0 3.25 103.7 21.4 1 98.0 1635 Paving: 85’S, 15’W(2) 0.0 3.0 102.9 21.2 1 97.2 1636 Paving: 105’S, 15’W(2) 0.0 3.25 103.8 20.1 1 98.1 1637 Paving: 65’N, 15’E(1) 0.0 3.5 104.2 18.5 1 98.4 1638 Paving: 85’N, 20’??(2) 0.0 3.5 101.3 18.6 1 95.7 1639 Paving: 95’N, 20’E(1) 0.0 3.25 102.4 20.4 1 96.7 1640 Paving: 105’N, 20’E(1) 0.0 3.25 103.7 18.3 1 98.0 1641 Paving: 130’N, 20’E(1) 0.0 3.0 103.8 20.2 1 98.1 1642 Paving: 155’N, 20’E(1) 0.0 3.5 104.5 18.2 1 98.7 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. REPORT NO. 153 REPORT DATE: 08-19-24 REG PROJECT NO. 25298 PAGE: 2 of 2 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