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Coppell Ind 2-LR130321 (3)
REPORT OF FIELD DENSITY TESTS Tradepoint Center II Creekview Road & Freeport Parkway Coppell, Texas REPORTED TO:REPORT NO. Hillwood 252 3090 Olive Street, Suite 300 REPORT DATE: 03-21-13 Dallas, Texas 75219 REG PROJECT NO. 18520 ATTN: Mr. Kerry Roetzel TECHNICIAN: J. Bowers PAGE: 1 of 3 CONTRACTOR: Hillwood Construction Services ProctorASTMOptimumMaximum No.StandardDescriptionMoisture, % Density, PCF 1 D-698 Dark brown clay 20.6 101.0 Light gray clay w/trace reddish brown sandy 2D-698clay 20.4100.7 Dark brown, light gray & reddish brown sandy 3D-698clay 19.9102.5 4 D-698 Reddish brown & light gray sandy clay 19.9 101.6 5 D-4254 Reddish brown sand with some small gravel Min. 81.2 D-4253Max. 105.7 6 D-698 Dark brown clay (lime-treated) 21.3 99.5 7 D-698 Light brown clay (lime-treated) 24.3 94.7 8 D-698 Dark gray & dark brown clay (lime-treated) 28.0 86.2 9 D-698 Dark yellowish brown sandy clay w/calcareous 21.1 100.8 nodules 10 D-698 Flex base 15.6 117.4 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5929 03-15-13 Building Pad: 1825‘N, 25‘W(1) 6.5 94.8 23.2 1 93.9 5930 Building Pad: 1830‘N, 35‘W(1) 6.0 95.5 22.6 1 94.6 5931 Building Pad: 1820‘N, 40‘W(1) 5.5 96.0 21.9 1 95.0 5932 Building Pad: 1825‘N, 50‘W(1) 5.0 96.2 21.8 1 95.2 5933 Building Pad: 1830‘N, 30‘W(1) 4.5 95.2 22.4 1 94.3 5934 Building Pad: 1825‘N, 100‘W(1) 6.5 94.3 23.2 1 93.4 5935 Building Pad: 1830‘N, 110‘W(1) 6.0 93.9 24.4 1 93.0 5936 Building Pad: 1820‘N, 120‘W(1) 5.5 93.3 24.6 1 92.4 5937 Building Pad: 1835‘N, 110‘W(1) 5.0 94.7 23.1 1 93.8 5938 Building Pad: 1825‘N, 105‘W(1) 4.5 95.4 22.5 1 94.5 5939 Building Pad: 1825‘N, 200‘W(1) 6.5 94.2 23.3 1 93.3 5940 Building Pad: 1835‘N, 210‘W(1) 6.0 93.9 23.7 1 93.0 5941 Building Pad: 1820‘N, 215‘W(1) 5.5 94.7 23.0 1 93.8 5942 Building Pad: 1825‘N, 195‘W(1) 5.0 95.3 22.7 1 94.4 5943 Building Pad: 1830‘N, 210‘W(1) 4.5 95.7 22.1 1 94.8 5944 Building Pad: 1825‘N, 300‘W(1) 6.5 96.3 21.8 1 95.3 5945 Building Pad: 1830‘N, 310‘W(1) 6.0 95.4 22.4 1 94.5 2424 STUTZ DR. SUITE 400 DALLAS, TX 75235 [214] 350 5600 [214] 350 0019 TELFAX REPORT NO. 252 REPORT DATE: 03-21-13 REG PROJECT NO. 18520 PAGE: 2 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5946 03-15-13 Building Pad: 1820‘N, 315‘W(1) 5.5 93.7 24.2 1 92.8 5947 Building Pad: 1830‘N, 320‘W(1) 5.0 94.5 23.5 1 93.6 5948 Building Pad: 1820‘N, 300‘W(1) 4.5 94.3 23.8 1 93.4 5949 Building Pad: 1825‘N, 400‘W(1) 6.5 94.9 23.1 1 94.0 5950 Building Pad: 1820‘N, 410‘W(1) 6.0 95.6 22.4 1 94.7 5951 Building Pad: 1825‘N, 415‘W(1) 5.5 96.0 22.0 1 95.0 5952 Building Pad: 1830‘N, 410‘W(1) 5.0 96.5 21.7 1 95.5 5953 Building Pad: 1835‘N, 395‘W(1) 4.5 95.1 22.6 1 94.2 5954 Building Pad: 1825‘N, 510‘W(1) 6.5 95.9 21.8 1 95.0 5955 Building Pad: 1840‘N, 520‘W(1) 6.0 94.4 23.2 1 93.5 5956 Building Pad: 1830‘N, 525‘W(1) 5.5 94.0 23.7 1 93.1 5957 Building Pad: 1820‘N, 540‘W(1) 5.0 93.4 24.5 1 92.5 5958 Building Pad: 1825‘N, 530‘W(1) 4.5 93.8 24.0 1 92.9 5959 Building Pad: 1875‘N, 50‘W(1) 6.5 94.7 23.5 1 93.8 5960 Building Pad: 1880‘N, 40‘W(1) 6.0 95.6 22.3 1 94.7 5961 Building Pad: 1870‘N, 55‘W(1) 5.5 95.8 22.0 1 94.9 5962 Building Pad: 1875‘N, 60‘W(1) 5.0 96.4 21.7 1 95.4 5963 Building Pad: 1870‘N, 45‘W(1) 4.5 96.1 22.0 1 95.1 5964 Building Pad: 1875‘N, 150‘W(1) 6.5 95.4 22.7 1 94.5 5965 Building Pad: 1880‘N, 160‘W(1) 6.0 94.9 23.4 1 94.0 5966 Building Pad: 1870‘N, 140‘W(1) 5.5 94.2 24.0 1 93.3 5967 Building Pad: 1875‘N, 145‘W(1) 5.0 94.5 23.5 1 93.6 5968 Building Pad: 1870‘N, 155‘W(1) 4.5 93.8 24.2 1 92.9 5969 Building Pad: 1875‘N, 250‘W(1) 6.5 94.9 23.5 1 94.0 5970 Building Pad: 1870‘N, 255‘W(1) 6.0 95.7 23.0 1 94.8 5971 Building Pad: 1870‘N, 260‘W(1) 5.5 96.0 22.1 1 95.0 5972 Building Pad: 1880‘N, 240‘W(1) 5.0 95.1 22.7 1 94.2 5973 Building Pad: 1875‘N, 250‘W(1) 4.5 94.2 23.6 1 93.3 5974 Building Pad: 1875‘N, 350‘W(1) 6.5 93.5 24.4 1 92.6 5975 Building Pad: 1880‘N, 340‘W(1) 6.0 93.7 24.1 1 92.8 5976 Building Pad: 1870‘N, 360‘W(1) 5.5 94.6 23.2 1 93.7 5977 Building Pad: 1875‘N, 355‘W(1) 5.0 95.3 22.5 1 94.4 5978 Building Pad: 1880‘N, 345‘W(1) 4.5 95.7 22.2 1 94.8 5979 Building Pad: 1875‘N, 450‘W(1) 6.5 96.0 21.8 1 95.0 5980 Building Pad: 1880‘N, 440‘W(1) 6.0 93.8 24.1 1 92.9 5981 Building Pad: 1870‘N, 455‘W(1) 5.5 95.1 22.9 1 94.2 5982 Building Pad: 1875‘N, 460‘W(1) 5.0 94.5 23.2 1 93.6 5983 Building Pad: 1885‘N, 450‘W(1) 4.5 95.6 22.5 1 94.7 5984 Building Pad: 1875‘N, 550‘W(1) 6.5 96.0 22.0 1 95.0 5985 Building Pad: 1870‘N, 540‘W(1) 6.0 95.3 22.2 1 94.4 5986 Building Pad: 1860‘N, 560‘W(1) 5.5 94.9 23.1 1 94.0 5987 Building Pad: 1870‘N, 555‘W(1) 5.0 94.4 23.5 1 93.5 5988 Building Pad: 1875‘N, 560‘W(1) 4.5 94.0 23.9 1 93.1 5989 Electric Line: PP.1/6 1.0 96.0 21.9 1 95.0 5990 Electric Line: PP.1/6 0.0 94.7 22.4 6 95.2 REPORT NO. 252 REPORT DATE: 03-21-13 REG PROJECT NO. 18520 PAGE: 3 of 3 Depth Below FieldField TestFinal S. G. Density MoistureProctorCompaction No. DateLocation(feet)(pcf) (%) ID Level (%) 5991 03-15-13 Electric Line: PP.1/9 1.0 96.3 21.8 1 95.3 5992 Electric Line: PP.1/9 0.0 94.9 22.3 6 95.4 5993 Sanitary Line C: STA 16+50 2.0 97.5 21.5 3 95.1 5994 Sanitary Line C: STA 16+51 1.0 98.0 21.1 3 95.6 5995 Sanitary Line C: STA 16+52 0.0 98.3 20.9 3 95.9 5996 Sanitary Line D: STA 1+25 2.0 97.6 21.4 3 95.2 5997 Sanitary Line D: STA 1+26 1.0 97.9 21.2 3 95.5 5998 Sanitary Line D: STA 1+27 0.0 98.6 20.9 3 96.2 5999 Sanitary Line D: STA 2+75 2.0 97.5 21.9 3 95.1 6000 Sanitary Line D: STA 2+76 1.0 97.8 21.4 3 95.4 6001 Sanitary Line D: STA 2+77 0.0 98.0 20.9 3 95.6 6002 Sanitary Line D: STA 4+25 1.5 97.9 21.6 3 95.5 6003 Sanitary Line D: STA 4+26 0.5 98.1 21.3 3 95.7 6004 Sanitary Line D: STA 4+27 0.0 98.5 21.0 3 96.1 6005 Sanitary Line D: STA 5+75 1.0 97.9 21.1 3 95.5 6006 Sanitary Line D: STA 5+76 0.0 98.9 20.9 3 96.5 Comments: Where tested, materials were in compliance with project specifications. Footnotes: (1) Measurements referenced from SE building corner. Submitted by: E-Mail Distribution: (1) Hillwood/Mr. Kerry Roetzel REED ENGINEERING GROUP, LTD. (1) Hillwood Construction Services/ Registration Number F-3114 Mr. Gary Jones (1) Halff Associates/Mr. Stephen Crawford (1) Halff Associates/Mr. Lance Clinton (1) Macgregor Associates/ Mr. Thomas Holland Bill Woolwine (1) Macgregor Associates/ Sr. Manager, CMT Mr. Lee Rader BW/cdl (1) City of Coppell/Mr. Lee Stone (1) City of Coppell/Mr. Michael Arellano (1) City of Coppell/Mr. Rick O’Dell (1) Ms. Sacha Miner