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HomeMy WebLinkAbout654413_38701_145-den-aug05 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. 145 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 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 (%) 1596 08-05-24 Slab leave-out: A.4-2.3 2.0 3.25 99.6 17.4 2 95.9 1597 Slab leave-out: A.4-3.8 2.0 3.0 98.4 18.2 2 94.7 1598 Slab leave-out: A.4-4.1 2.0 3.0 98.8 19.3 2 95.1 1599 Slab leave-out: A.4-4.6 2.0 3.25 98.3 18.3 2 94.7 1600 Slab leave-out: A.4-4.8 2.0 3.5 99.2 17.3 2 95.5 1601 08-06-24 Slab leave-out: A.2-2.1 0.0 3.25 98.5 18.7 2 94.8 1602 Slab leave-out: A.2-3.7 0.0 3.0 99.3 17.5 2 95.6 1603 Slab leave-out: A.2-4.5 0.0 3.0 98.4 16.4 2 94.7 1604 Slab leave-out: A.2-4.6 0.0 3.5 98.2 17.3 2 94.6 1605 Slab leave-out: A.2-4.8 0.0 3.5 99.6 16.4 2 95.9 1606 Plumbing Line: 8’S, 8’W(1) 0.0 3.25 99.7 17.3 2 96.0 1607 Plumbing Line: 8’S, 45’W(1) 2.0 3.5 98.5 18.3 2 94.8 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from NW 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