Loading...
HomeMy WebLinkAbout650643_37892_81-den-apr15 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. 81 REPORT DATE: 04-18-24 REG PROJECT NO. 25298 TECHNICIAN: P. Butler 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 (%) 1328 04-15-24 Sanitary Line A: STA 9+10 12.0 3.0 102.5 21.0 1 96.9 1329 Sanitary Line A: STA 9+11 11.0 3.75 103.6 19.6 1 98.0 1330 Sanitary Line A: STA 9+12 10.0 3.5 103.2 20.2 1 97.6 1331 Sanitary Line A: STA 9+13 9.0 2.75 102.0 20.6 1 96.5 1332 Sanitary Line A: STA 9+14 8.0 2.5 101.2 20.1 1 95.7 1333 Sanitary Line A: STA 9+15 7.0 3.25 102.9 19.5 1 97.3 1334 Sanitary Line A: STA 9+16 6.0 2.5 101.6 21.8 1 96.1 1335 Sanitary Line A: STA 9+17 5.0. 3.75 102.4 20.4 2 98.7 1336 Sanitary Line A: STA 9+18 4.0 4.0 101.7 20.7 2 98.0 1337 Sanitary Line A: STA 9+19 3.0. 3.5 100.9 21.3 2 97.3 1338 Sanitary Line A: STA 9+20 2.0 2.5 99.7 22.9 2 96.1 1339 Sanitary Line A: STA 9+21 1.0 3.0 100.6 21.5 2 97.0 1340 Sanitary Line A: STA 9+22 0.0 2.75 100.1 22.0 2 96.5 1341 Sanitary Line A: STA 10+60 11.0 3.75 101.9 20.7 2 98.2 1342 Sanitary Line A: STA 10+61 10.0 3.5 101.2 21.6 2 97.5 1343 Sanitary Line A: STA 10+62 9.0 2.5 99.7 22.4 2 96.1 1344 Sanitary Line A: STA 10+63 8.0 3.0 100.2 22.0 2 96.6 1345 Sanitary Line A: STA 10+64 7.0 3.25 100.8 21.5 2 97.2 Comments: Where tested, materials were in compliance with project specifications. REPORT NO. 81 REPORT DATE: 04-18-24 REG PROJECT NO. 25298 PAGE: 2 o 2 E-Mail Distribution: (2) ARCO/Murray/ Mr. Chase Killingsworth Mr. Brice Jones (1) Pritchard Associates/ Mr. Taylor Wildman (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/mg