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Belt Line Trade-LR060503
AEED EnGlnEEAlnG GEOTECHNICAL AND G A Cl U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road coppell,Texas REPORTED TO: 101 REPORT NO. 6 5420 LBJ Freeway, Suite 1275 REPORT DATE: 05-03-06 Dallas, Texas 75240 REG PROJECT NO. 13335 A TIN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 3 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 10.9 4 0-698 Dark brown & gray clay 20.6 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet ( cf % 10 Level % 1 04-07-06 Bldg Pad: 20'S, 60'W(1) 8.5 111.3 14.6 3 95.2 2 Bldg Pad: 70'S, 100'W(1) 8.5 104.8 18.6 2 97.5 3 Bldg Pad: 15'S, 150'W(1) 8.0 105.3 18.4 2 98.0 4 Bldg Pad: 85'S, 200'W(1) 8.0 1 04.4 19.1 2 97.1 5 Bldg Pad: 35'S, 250'W(1) 8.0 96.7 22.6 1 95.7 6 Bldg Pad: 60'S, 300'W(1) 8.0 104.2 18.8 2 96.9 7 Bldg Pad: 10'S, 350'W(1) 8.0 102.0 19.6 2 94.9 8 Bldg Pad: 90'S, 400'W(1) 8.0 105.2 18.7 2 97.9 9 Bldg Pad: 40'S, 450'W(1) 8.0 102.2 20.4 2 95.1 10 Bldg Pad: 80'S, 500'W(1) 8.0 103.1 18.1 2 96.0 11 Bldg Pad: 10'S, 20'W(1) 8.0 104.3 19.1 2 97.1 12 Bldg Pad: 90'S, 70'W(1) 8.0 99.4 20.4 2 92.5 13 Bldg Pad: 30'S, 120'W(1) 7.0 109.0 13.9 3 93.2 14 Bldg Pad: 60'S, 170'W(1) 7.0 100.2 20.3 2 93.3 15 Bldg Pad: 15'S, 220'W(1) 7.0 97.1 22.6 1 96.1 16 Bldg Pad: 75'S, 270'W(1) 7.0 96.4 21.9 1 95.4 17 Bldg Pad: 20'S, 320'W(1) 7.0 96.8 20.6 1 95.8 18 Bldg Pad: 80'S, 370'W(1) 7.0 97.3 21.4 1 96.3 19 Bldg Pad: 5'S, 420'W(1) 7.0 96.7 21.0 1 95.7 20 Bid Pad: 100'S, 500'W 1 7.0 96.9 20.5 1 95.9 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEl (214) 3505600 . fAX (214) 3500019 REPORT NO. 6 REPORT DATE: 05-03-06 REG PROJECT NO. 13335 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) 10 Level (%) 21 04-07-06 Bldg Pad: 5'S, 10'W(1) 7.0 111.1 12.8 3 95.1 22 Bldg Pad: 95'S, 60'W(1) 7.0 97.2 21.6 1 96.3 23 Bldg Pad: 20'S, 1 OO'W (1) 6.0 98.5 22.0 1 97.6 24 Bldg Pad: 65'S, 140'W(1) 6.0 103.6 19.5 2 96.5 25 Bldg Pad: 35'S, 190'W(1) 6.0 103.1 19.0 2 96.0 26 Bldg Pad: 70'S, 240'W(1) 6.0 101.9 20.3 2 94.9 27 Bldg Pad: 10'S, 290'W(1) 6.0 96.2 22.6 1 95.3 28 Bldg Pad: 80'S, 370'W(1) 6.0 95.0 23.0 1 94.1 29 Bldg Pad: 40'S, 440'W(1) 6.0 111.7 13.6 3 95.6 30 Bldg Pad: 70'S, 510'W(1) 6.0 111.0 14.4 3 95.0 31 Bldg Pad: 120'S, 20'W(1) 8.5 97.0 20.6 1 96.0 32 Bldg Pad: 170'S, 70'W(1) 8.5 98.7 19.6 1 97.8 33 Bldg Pad: 110'S, 120'W(1) 8.0 97.4 21.4 1 96.5 34 Bldg Pad: 185'S, 170'W(1) 8.0 96.0 22.3 1 95.1 36 Bldg Pad: 105'S, 210'W(1) 8.0 101.0 20.4 2 94.0 37 Bldg Pad: 160'S, 260'W(1) 8.0 102.6 20.0 2 95.6 38 Bldg Pad: 120'S, 300'W(1) 8.0 100.7 20.4 2 93.8 39 Bldg Pad: 150'S, 350'W(1) 8.0 102.1 20.1 2 95.1 40 Bldg Pad: 110'S, 400'W(1) 8.0 112.1 14.7 3 95.9 41 Bldg Pad: 175'S, 470'W(1) 8.0 113.4 11.9 3 97.0 42 Bldg Pad: 180'S, 500'W(1) 7.0 103.5 19.3 2 96.4 43 Bldg Pad: 110'S, 450'W(1) 7.0 104.8 17.7 2 97.6 44 Bldg Pad: 160'S, 400'W(1) 7.0 99.0 19.8 1 98.0 45 Bldg Pad: 105'S, 340'W(1) 7.0 96.5 22.3 1 95.6 46 Bldg Pad: 190'S, 285'W(1) 7.0 112.7 12.6 3 96.4 47 Bldg Pad: 125'S, 230'W (1) 7.0 112.4 13.0 3 96.1 48 Bldg Pad: 175'S, 170'W(1) 7.0 98.5 19.9 1 97.6 49 Bldg Pad: 140'S, 120'W(1) 7.0 96.3 21.9 1 95.4 50 Bldg Pad: 185'S, 80'W(1) 7.5 99.0 19.7 1 98.0 51 Bldg Pad: 120'S, 10'W(1) 7.5 97.0 21.6 1 96.0 52 04-10-06 Bldg Pad: 175'S, 500'W(1) 6.0 97.1 20.7 1 96.1 53 Bldg Pad: 105'S, 440'W(1) 6.0 96.4 22.4 1 95.4 54 Bldg Pad: 165'S, 400'W(1) 6.0 96.0 21.9 1 95.0 55 Bldg Pad: 110'S, 335'W(1) 6.0 97.8 19.7 1 96.8 56 Bldg Pad: 195'S, 275'W(1) 6.0 98.1 20.0 1 97.1 57 Bldg Pad: 120'S, 210'W(1) 6.0 102.6 19.1 2 95.6 58 Bldg Pad: 170'S, 165'W(1) 6.0 100.9 20.3 2 94.0 59 Bldg Pad: 130'S, 110'W(1) 6.0 100.5 20.1 2 93.6 60 Bldg Pad: 185'S, 95'W(1) 6.5 99.3 20.4 2 92.5 61 Bldg Pad: 115'S, 15'W(1) 6.5 102.1 19.9 2 95.1 62 BldQ Pad: 20'S, 20'W(1) 6.0 101.0 19.8 2 94.0 REPORT NO. 6 REPORT DATE: 05-03-06 REG PROJECT NO. 13335 PAGE: 3 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet) cf % ID Level % 63 04-10-06 Bldg Pad: 70'S, 60'W(1) 6.0 100.4 20.2 2 93.5 64 Bldg Pad: 35'S, 11 O'W (1) 5.0 99.9 20.4 2 93.1 65 Bldg Pad: 85'S, 165'W(1) 5.0 112.4 12.7 3 96.2 66 Bldg Pad: 10'S, 200'W(1) 5.0 111.0 14.1 3 95.0 67 Bldg Pad: 90'S, 300'W(1) 5.0 95.3 22.5 1 94.4 68 Bldg Pad: 5'S, 350'W(1) 5.0 94.6 22.6 1 93.7 69 Bldg Pad: 100'S, 400'W(1) 5.0 99.3 20.1 2 92.5 70 Bldg Pad: 10'S, 450'W(1) 5.0 98.8 19.8 2 92.0 71 Bldg Pad: 60'S, 500'W(1) 5.0 100.5 20.0 2 93.6 72 04-11-06 Bldg Pad: 11 O'S, 20'W (1) 5.5 97.0 20.4 1 96.0 73 Bldg Pad: 190'S, 85'W(1) 5.5 96.0 21.6 1 95.1 74 Bldg Pad: 125'S, 115'W(1) 5.0 95.3 22.5 1 94.4 75 Bldg Pad: 175'S, 160'W(1) 5.0 94.6 22.6 1 93.7 76 Bldg Pad: 105'S, 205'W(1) 5.0 95.7 22.0 1 94.8 77 Bldg Pad: 195'S, 270'W(1) 5.0 96.5 19.8 1 95.6 78 Bldg Pad: 120'S, 340'W(1) 5.0 103.2 18.4 2 96.1 79 Bldg Pad: 170'S, 410'W(1) 5.0 104.0 18.1 2 96.8 80 Bldg Pad: 1 05'S, 460'W(1) 5.0 100.6 20.3 2 93.7 81 Bldg Pad: 185'S, 500'W(1) 5.0 101.9 19.1 2 94.9 82 Bldg Pad: 10'S, 10'W(1) 5.0 99.8 20.4 2 93.0 83 Bldg Pad: 65'S, 65'W(1) 5.0 93.7 22.5 1 92.8 84 Bldg Pad: 35'S, 105'W(1) 4.0 94.5 22.6 1 93.6 85 Bldg Pad: 85'S, 170'W(1) 4.0 101.2 20.1 2 94.3 86 Bldg Pad: 10'S, 210'W(1) 4.0 102.7 18.7 2 95.7 87 Bldg Pad: 90'S, 300'W(1) 4.0 95.8 22.1 1 94.9 88 Bldg Pad: 10'S, 345'W(1) 4.0 103.4 17.9 2 96.3 89 Bldg Pad: 90'S, 395'W(1) 4.0 102.0 20.0 2 95.0 90 Bldg Pad: 20'S, 440'W(1) 4.0 101.2 20.1 2 94.3 91 Bid Pad: 65'S, 490'W 1 4.0 101.9 19.7 2 94.9 Comments: Where tested, materials were in compliance with project specifications. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Bill Woolwine Sr. Manager, CMT BW/cn AEED EnGlnEEAlnG GEOTECHNICAL AND GAD U F' ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Cappel!, Texas REPORTED TO: 101 REPORT NO. 7 5420 LBJ Freeway, Suite 1275 REPORT DATE: 05-03-06 Dallas, Texas 75240 REG PROJECT NO. 13335 ATTN: Mr. Chris Parnell TECHNICIAN: P. Butler PAGE: 1 of 3 CONTRACTOR: Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 18.6 2 0-698 Orange & gray sandy clay 16.4 3 0-698 Tan & gray sandy clay 10.9 4 0-698 Dark brown & gray clay 20.6 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet ( cf % ID Level % 92 04-12-06 Bldg Pad: 120'8, 40'W(1) 4.5 102.3 19.1 4 99.6 (a) 93 Bldg Pad: 180'S, 75'W(1) 4.5 103.8 18.3 4 101.0 (b) 94 Bldg Pad: 115'S, 120'W(1) 4.0 101.4 19.1 4 98.7 (c) 95 Bldg Pad: 190'S, 165'W(1) 4.0 97.8 19.5 5 99.2 (d) 96 Bldg Pad: 140'S, 225'W(1) 4.0 97.1 18.1 5 98.5 (e) 97 Bldg Pad: 180'S, 270'W(1) 4.0 102.5 20.1 4 99.7 (f) 98 Bldg Pad: 110'S, 350'W(1) 4.0 1 03.4 20.0 4 100.6 (g) 99 Bldg Pad: 175'S, 400'W(1) 4.0 102.8 19.7 4 100.0 (h) 100 Bldg Pad: 125'S, 450'W(1) 4.0 101.4 19.1 4 98.7 (i) 101 Bldg Pad: 160'S, 500'W(1) 4.0 102.3 18.5 4 99.6 0) 102 Bldg Pad: 120'S, 40'W(1) 4.5 99.8 23.0 4 97.1 (A) 103 Bldg Pad: 180'8, 75'W(1) 4.5 99.2 23.5 4 96.5 (B) 104 Bldg Pad: 115'S, 120'W(1) 4.0 100.7 21.6 4 98.0 (C) 105 Bldg Pad: 190'S, 165'W(1) 4.0 96.4 22.4 5 97.8 (D) 106 Bldg Pad: 140'8, 225'W(1) 4.0 95.5 22.7 5 96.9 (E) 107 Bldg Pad: 180'8, 270'W(1) 4.0 100.0 22.0 4 97.3 (F) 108 Bldg Pad: 110'S, 350'W(1) 4.0 100.2 22.3 4 97.5 (G) 109 Bldg Pad: 175'S, 400'W(1) 4.0 99.4 22.1 4 96.7 (H) 110 Bldg Pad: 125'S, 450'W(1) 4.0 100.0 22.5 4 97.3 (I) 111 Bid Pad: 160'S, 500'W 1 4.0 99.7 21.9 4 97.0 J 2424 STUTZ DR. . SUITE 400 . DALLAS. TX 75235 . TEL (214) 3505600 . fAX (214) 3500019 REPORT NO. 7 REPORT DATE: 05-03-06 REG PROJECT NO. 13335 PAGE: 2 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date location (teet) (pet) (%) 10 level (%) 112 04-13-06 Bldg Pad: 220'S, 15'W (1) 8.0 103.1 18.5 2 96.0 113 Bldg Pad: 275'S, 60'W(1) 8.0 102.1 18.9 2 95.1 114 Bldg Pad: 210'S, 115'W (1) 8.0 97.4 24.7 4 94.8 115 Bldg Pad: 285'S, 200'W(1) 8.0 96.7 24.1 4 94.1 116 Bldg Pad: 270'S, 250'W(1) 8.0 102.2 20.1 2 95.2 117 Bldg Pad: 210'S, 300'W(1) 8.0 102.7 20.4 2 95.7 118 Bldg Pad: 260'S, 350'W (1) 8.0 103.2 18.4 2 96.1 119 Bldg Pad: 230'S, 400'W(1) 8.0 103.1 18.1 2 96.0 120 Bldg Pad: 290'S, 450'W(1) 8.0 102.1 19.5 2 95.1 121 Bldg Pad: 240'S, 500'W(1) 8.0 101.3 20.0 2 94.4 122 Bldg Pad: 265'S, 50'W(1) 7.0 100.5 21.1 2 93.6 123 Bldg Pad: 220'S, 150'W(1) 7.0 96.6 24.6 4 94.0 124 Bldg Pad: 210'S, 200'W(1) 7.0 95.7 25.3 4 93.1 125 Bldg Pad: 280'S, 240'W(1) 7.0 97.6 23.7 4 95.0 126 Bldg Pad: 295'S, 295'W(1) 7.0 97.3 24.1 4 94.7 127 Bldg Pad: 215'S, 350'W(1) 7.0 103.1 18.7 2 96.0 128 Bldg Pad: 225'S, 395'W(1) 7.0 101.4 19.9 2 94.5 129 Bldg Pad: 250'S, 410'W(1) 7.0 97.6 24.5 4 95.0 130 Bldg Pad: 275'S, 435'W(1) 7.0 97.2 23.6 4 94.6 131 Bldg Pad: 285'S, 485'W(1) 7.0 96.5 25.2 4 93.9 132 04-14-06 Bldg Pad: 220'S, 20'W(1) 6.0 97.6 24.6 4 95.0 133 Bldg Pad: 270'S, 120'W(1) 6.0 98.2 23.7 4 95.6 134 Bldg Pad: 215'S, 185'W(1) 6.0 98.7 21.9 4 96.1 135 Bldg Pad: 250'S, 240'W(1) 6.0 102.5 20.7 2 95.5 136 Bldg Pad: 300'S, 300'W(1) 6.0 103.4 18.9 2 96.3 137 Bldg Pad: 220'S, 340'W(1) 6.0 96.1 22.4 5 97.5 138 Bldg Pad: 235'S, 400'W(1) 6.0 95.7 22.9 5 97.1 139 Bldg Pad: 265'S, 430'W(1) 6.0 96.3 22.2 5 97.7 140 Bldg Pad: 280'S, 460'W(1) 6.0 97.3 24.6 4 94.7 141 Bldg Pad: 250'S, 500'W(1) 6.0 98.2 24.6 4 95.6 142 Bldg Pad: 20'S, 475'W(1) 3.0 96.7 25.2 4 94.1 143 Bldg Pad: 75'S, 400'W(1) 3.0 97.4 24.9 4 94.8 144 Bldg Pad: 50'S, 360'W(1) 3.0 98.5 24.1 4 95.9 145 Bldg Pad: 65'S, 310'W(1) 3.0 98.7 23.7 4 96.1 146 Bldg Pad: 15'S, 265'W(1) 3.0 102.7 20.1 2 95.7 147 Bldg Pad: 45'S, 200'W(1) 3.0 101.8 21.0 2 94.8 148 Bldg Pad: 95'S, 150'W(1) 3.0 96.7 25.5 4 94.1 149 Bldg Pad: 80'S, 100'W(1) 3.0 98.2 24.1 4 95.6 150 Bldg Pad: 65'S, 50'W(1) 3.0 99.7 21.6 4 97.0 151 Bldg Pad: 20'S, 10'W(1) 3.0 98.9 22.7 4 96.3 152 Bldg Pad: 125'S, 30'W(1) 3.0 98.0 23.5 4 95.4 153 Bldg Pad: 165'S, 85'W(1) 3.0 99.5 22.5 4 96.8 REPORT NO. 7 REPORT DATE: 05-03-06 REG PROJECT NO. 13335 PAGE: 3 of 3 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location (feet) (pcf) (%) ID Level (%) 154 04-14-06 Bldg Pad: 200'S, 140'W(1) 3.0 99.8 21.7 4 97.1 155 Bldg Pad: 110'S, 210'W(1) 3.0 93.6 24.2 5 95.0 156 Bldg Pad: 140'S, 275'W (1) 3.0 92.7 24.7 5 94.1 157 Bldg Pad: 160'S, 310'W(1) 3.0 92.2 25.1 5 93.6 158 Bldg Pad: 180'S, 380'W(1) 3.0 98.5 23.9 4 95.9 159 Bldg Pad: 115'S, 410'W(1) 3.0 99.7 21.7 4 97.0 160 Bldg Pad: 135'S, 440'W(1) 3.0 103.2 19.1 2 96.1 161 BldQ Pad: 170'S, 510'Wh) 3.0 102.4 20.0 2 95.4 Comments: Where tested, materials were in compliance with project specifications, unless noted otherwise. Failing test noted in lower case letter, passing retest noted in corresponding upper case letter. Footnote: (1) Measurements referenced from N.E. building corner. Mail Distribution: (1) IDI/Mr. Chris Parnell (1) Raymond Construction/ Mr. David Layne Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr. Manager, CMT BW/cn