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Belt Line Trade-LR060912 REED EnGinEERinG GEOTECHNICAL AND G R 0 U F" ENVIRONMENTAL CONSULTANTS REPORT OF FIELD DENSITY TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas REPORTED TO: IDI 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 A TTN Mr Chris Parnell REPORT NO. 114 REPORT DATE: 09-12-06 REG PROJECT NO. 13335 TECHNICIAN: B Shea PAGE: 1 of 2 CONTRACTOR Raymond Construction Proctor ASTM Optimum No. Standard Descri tion Moisture, % 1 0-698 Dark red & gray clay 186 2 0-698 Orange & gray sandy clay 164 3 0-698 Tan & gray sandy clay 109 4 0-698 Dark brown & gray clay 206 5 0-698 Light brown & gray clay w/calcareous 21.2 nodules 6 0-698 shale cia lime-treated 189 101 1 Depth Below Field Field Test Final S. G. Density Moisture Proctor Compaction No. Date Location feet c % ID Level % 499 08-22-06 Paving 150'N, 400'E( 1 ) 00 1000 220 6 989 500 Paving 160'N,225'E(1) 00 997 224 6 986 501 Paving 150'N,110'W(1) 00 1006 21 5 6 995 502 Paving 10'N,35'E(1) 00 1001 206 6 990 503 Paving 80'S, 20'W(1) 00 1004 193 6 993 504 Paving 25'S, 55'W(2) 00 1006 188 6 995 505 08-24-06 Paving 40'N, 50'W(1) 00 100.2 196 6 991 506 Paving 25'N, 75'W(1) 00 101 0 19.2 6 999 507 Paving 35'N, 125'W(1) 00 971 203 6 960 508 Paving 20'N, 130'W(1) 00 981 225 6 970 509 Paving 35'N, 400'W(1) 00 989 196 6 978 510 Paving 85'N, 375'W( 1) 00 98.2 200 6 971 511 Paving 90'N,610'W(1) 00 976 21 3 6 965 512 Paving 75'N, 600'W(1) 00 1000 19.2 6 989 513 Paving 70'N, 770'W(1) 00 996 19 1 6 985 514 Paving 80'N, 775'W(1) 00 977 199 6 966 515 Paving 45'S, 35'W(3) 00 1005 197 6 994 516 Pavin 30'N, 30'W 2 00 101 0 190 6 999 Comments Where tested, materials were in compliance with project specifications Footnotes (1) Measurements referenced from N E corner of Building A. (2) Measurements referenced from S W corner of Building A. (3) Measurements referenced from N W corner of Building A. 2424 STUTZ DR . SUITE 400 . DALLAS TX 75235 . TEL [214] 3505600 . FAX [214] 3500019 REPORT NO 114 REPORT DATE. 09-12-06 REG PROJECT NO. 13335 PAGE. 2 of 2 Mail Distribution. (1) IDI/Mr Chris Parnell (1) Raymond Construction/ Mr David Layne (1) City of Coppell/Mr Larry Davis (1) City of Coppell/Mr Lee Stone Submitted by' REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr Manager, CMT BW/rs REED[ EnGinEERinG GEOTECHNICAL AND G R 0 U F" ENVIRONMENTAL CONSULTANTS REPORT OF FIELD GRADATION TESTS Belt Line Trade Center Building A 500 E. Belt Line Road Coppell, Texas REPORTED TO: IDI 5420 LBJ Freeway, Suite 1275 Dallas, Texas 75240 A TTN Mr Chris Parnell REPORT NO. 112 REPORT DATE: 09-12-06 REG PROJECT NO 13335 TECHNICIAN: M Silva PAGE: 1 of 2 CONTRACTOR: Raymond Construction Sieve Size 1-3/4" S Percent Passin 100 Percent Passin 60 I I Passing I Passing , Date Location 1-3/4" Sieve #4 Sieve 08-21-06 Paving 450'S,120'W(1) 100 65 Paving 365'S, 160'W(1) 100 70 Paving 235'S, 125'W(1) 100 69 Paving 120'S, 165'W(1) 100 70 Paving 35'N, 20'E(1) 100 73 Paving 20'N, 200'W(1) 100 66 Paving 40'N, 320'W(1) 100 71 08-22-06 Paving 40'N, 800'W(2) 100 69 Paving 11 O'N, 800'W(2) 100 76 Paving 50'N, 625'W(2) 100 82 Paving 120'N,630'W(2) 100 73 Paving 50'N, 500'W(2) 100 71 Paving 100'N,510'W(2) 100 76 Paving 60'N, 350'W(2) 100 65 Paving 1 OO'N, 350'W(2) 100 70 Paving 40'N, 150'W(2) 100 74 Paving 115'N, 145'W(2) 100 72 Paving 45'N, 25'W(2) 100 68 08-23-06 Paving 380'S, 155'W(3) 100 72 Paving 200'S, 130'W(3) 100 85 Paving 65'S, 95'W(3) 100 61 Paving 150'N,20'W(3) 100 65 Paving 260'N, 150'E(3) 100 60 Paving 55'S, 0'E(3) 100 73 Paving 200'S, 270'E(3) 100 78 Paving 160'S,120'E(3) 100 76 Pavinq 90'S,400'E(3) 100 68 2424 STUTZ DR . SUITE 400 . DALLAS TX 75235 . TEl (214] 3505600 . FAX [214] 3500019 REPORT NO 112 REPORT DATE. 09-12-06 REG PROJECT NO. 13335 PAGE. 2 of 2 Mail Distribution: (1) IDIIMr Chris Parnell (1) Raymond Construction/ Mr David Layne (1) City of Coppell/Mr Larry Davis (1) City of Coppell/Mr Lee Stone Submitted by' REED ENGINEERING GROUP, LTD. Original Signed By Bill Woolwine Sr Manager, CMT BW/rs